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APPENDICES 2018 IMAGINE LEXINGTON PLAN


APPENDIX A:

MULTI-FAMILY DESIGN STANDARDS


APPENDIX B:

TOWN BRANCH COMMONS MASTER PLAN & DESIGN STANDARDS


SCAPE / LANDSCAPE ARCHITECTURE DPC

TOWN BRANCH COMMONS DESIGN MASTERPLAN & DESIGN STANDARDS

MAY 26, 2017

(REV. #2 1/12/2019)


TOWN BRANCH COMMONS DESIGN STANDARDS

CONTRIBUTIONS DESIGN TEAM & COLLABORATORS

LFUCG EXECUTIVE COMMITTEE

PROGRAM MANAGEMENT TEAM

The Design Masterplan and Design Standards book was

Mayor Jim Gray

City of Lexington

assembled by SCAPE Landscape Architecture and the

Sally Hamilton

Chief Administrative Officer

SCAPE

Program Management team for the Lexington Fayette Urban

Dowell Hoskins-Squier

Commissioner of Environmental Quality & Public Works

County Government. The document facilitates the design and construction of the Town Branch Commons and was created

Bill O’Mara

Commissioner of Finance

with the assistance of many partners, including theTown Branch

Geoff Reed

Commissioner of General Services

Commons Design Engineering Team, multiple departments of the

Jamie Emmons

Mayor’s Chief-of-Staff

LFUCG, and a wide range of technical and stakeholder advisors.

Jonathan Hollinger

Project Manager

Below is a list of primary advisory groups and collaborators.

Doug Burton

Director of Engineering

David Barberie

LFUCG Managing Attorney

Jenifer Wuorenmaa

Senior Administrative Officer

Allison Lankford

Director, Town Branch Fund

Jeff Fugate

Lexington Downtown Development Authority

SCAPE

DESIGN ENGINEERING TEAM

Greg Groves

AECOM

Ramona Fry

Element

Brian Meade

AECOM

Jim Brannon

GSP

Jason Ramler

AECOM

John Eckler

GSP

Terri Combs

AECOM

Marshall Elizer

GSP

James Codell

AECOM

Mike Sewell

GSP

Kevin Dant

AECOM

Louis Johnson

GSP

Phil Logsdon

Lochner

Shawn Riggs

GSP

Stan Harvey

Lord Aeck Sargent

Mike Woolum

Strand

Sam Castro

Lord Aeck Sargent

Mike Davis

Strand

Kate Orff

SCAPE

Chase Wright

Strand

Gena Wirth

SCAPE

Lindsie Nicholas

Strand

Nick Glase

SCAPE

Will DiBernardo

SCAPE

Linh Pham

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TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

CITY PARTNERS & ADVISORS

STAKEHOLDER ADVISORY

TECHNICAL ADVISORY

NEIGHBORHOOD ADVISORY

COMMITTEE

COMMITTEE

COMMITTEE

Bluegrass Community Foundation

Allison Lankford

BGCF

Tony Barrett

Barrett Partners

Robin Michler

Aylesford Place

Charter Communications

Lisa Adkins

BGCF

David Lemons

Columbia Gas

Roscoe Klausing

Bell Court

Columbia Gas

Bob Cole

Coleman Group

Doug Burton

Engineering (LFUCG)

Greg Guenthner

Council Appointment

CommerceLexington

Bob Quick

Commerce Lexington

Keith Lovan

Engineering (LFUCG)

Terry Foody

Council Appointment

Community Ventures Corporation

Kevin Atkins

Mayor’s Office

Susan Plueger

Environmental Services (LFUCG)

Jeff Wiseman

Distillery District

Downtown Development Authority

Jake Gibbs

Council Member

Theresa Reynolds

Grants and Special Programs (LFUCG)

Brannon Dunn

East End

Downtown Lexington Corporation

Kevin Stinnett

Council Member

Bettie Kerr

Historic Preservation (LFUCG)

Billie Mallory

East End CDC

Downtown Lexington Management District

Kevin Smith

CVC

Cole Mitcham

Kentucky American Water Co.

Jordan Wilson

Equestrian View

FHWA

Kathryn Minton

DLC

Adam Tilley

Kentucky American Water Co.

Leander Ridgeway

Main Street Baptist Church

Kentucky American Water Company

Taunya Philips

Downtown Management District

Kevin Long

Kentucky Utilities

Erik Baker

Melrose-Oak Park

Kentucky Utilities

Susan Speckert

Fayette Alliance

Brad Frazier

MLK

Dennis Wagner

Hilton

Barry House

KYTC KYTC

Justin Balcor

KYTC

Grant Phelps

NoLi Development Corp.

Lexington Area MPO

David Freibert

KU

Randi Feltner

KYTC

John Irvin

Northside

Lexington Center Corporation

Brad Frazier

KYTC

Kelly Baker

KYTC D7

Jean Scott

South Hill

Lexington-Fayette Urban County Council

Bill Owen

Lexington Center Corporation

Natalie McMillan

KYTC D7

Kevin Cole

Speigle Heights

Lexington-Fayette Urban County Government

Phil Holoubek

LRC

Robert Baker

KYTC D7

Bill Johnston

Western Suburbs

LexTran

Mike Scanlon

Property Owner

Shane Tucker

KYTC D7

Fran Taylor

Woodward Heights

NoLi CDC

Ethan Witt

Sen. McConnell’s Office

Joe Oakley

KU

Robert Hodge

William Wells Brown

Town Branch Trail

Linda Gorton

Special Advisor

David Todd

KU

Triangle Foundation

Van Meter Pettit

Town Branch Trail

Bill Owen

Lexington Center Corporation

US DOT

Steve Grossman

Triangle Foundation

Carrie Butler

LexTran

VisitLex

Mary-Quinn Ramer

VisitLEX

Fred Combs

LexTran

Windstream

Dave Elsen

YMCA

Max Conyers

MPO

Scott Thompson

MPO

Michelle Koseniak

Parks and Recreation (LFUCG)

Monica Conrad

Parks and Recreation (LFUCG)

Brandi Peacher

Planning (LFUCG)

John Oram

Time Warner

David Filiatreau

Traffic Engineering (LFUCG)

Jeff Neal

Traffic Engineering (LFUCG)

Charlie Martin

Water Quality (LFUCG)

Greg Lubeck

Water Quality (LFUCG)

Rod Chervus

Water Quality (LFUCG)

Steve Johnson

Windstream

YMCA of Central Kentucky

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INTRODUCTION


INTRODUCTION

TOWN BRANCH COMMONS DESIGN STANDARDS

INTRODUCTION OVERVIEW

PROJECT HISTORY

TRAIL UPDATE 1/12/2019

Town Branch Commons weaves a linear network of public space

The Town Branch Commons project was initiated in 2012 with

along the 2.5 mile path of the historic Town Branch creek in

an international design competition generously funded by

downtown Lexington, Kentucky. Once a waste canal, sewer, and

Ingram Family Foundation, Kentucky Utilities, UK College of

water conduit for the city, the buried stream channel of Town

Design, and the Fayette Alliance. SCAPE Landscape Architecture

Following the completion of the masterplan and design standards, the design team used this guiding document to create construction plans for the trail and immediately adjacent features within the public right-of-way.

Branch is an opportunity to reconnect the city with its Bluegrass

won that competition with an ambitious idea to reinterpret the

identity and build a legacy public space network for the 21st

Town Branch Creek with a linear park that connects people,

century. Rather than introducing a single daylit stream channel

neighborhoods and public spaces. A subsequent feasibility

into the city fabric, the design uses the local limestone (karst)

study laid the groundwork for a TIGER grant application,

geology as inspiration for a series of pools, pockets, water

which was successfully awarded in 2016 to the Lexington

windows, and stream channels that brings water into the public

Fayette Urban County Government. As of 2017, the project

realm. A hybrid park network, multi-modal greenway, and water

is being implemented through a Public Private Partnership

filtration landscape, Town Branch Commons connects Lexington’s

and includes public funding of $40 million dollars raised

rural and urban communities and reinvigorates the downtown.

through federal, state, and local funds. Find our more at www. townbranchcommons.org

The Town Branch Commons projects has two primary components – new and improved parks within the downtown area (including Town Branch Park and Karst Commons), and the Town Branch Greenway, the 2.5-mile-long central spine of the project. The Greenway exists within the right-of-way and completes a 22-mile-long trail network that bridges the urban city center with the rural Bluegrass countryside. The Town Branch Greenway traces the path of the buried creek though continuous bike and pedestrian connections, interactive water features, and filtering stormwater elements.

Construction documents for the Town Branch Commons Trail are included in the appendix of this masterplan and shall be referenced as work continues. In the case of inconsistencies between the masterplan and the construction design drawings and specifications the most recent drawing and specifications shall prevail. Amendments will be made as the design is finalized and 100% construction documents are completed. Contact LFUCG project manager to confirm current design documents throughout construction. Upon construction completion final drawings will be included to document alterations made in the field.

STUDY AREA Town Branch Commons follows the buried path of Town Branch Creek, starting at the Isaac Murphy Art Garden Park at Midland Avenue, extending to the Cox Street lot and Oliver Lewis Way. Town Branch Commons is composed of a network of public spaces, including the linear Town Branch Greenway, adjacent privately owned open spaces, existing parks, and new proposed parks (Town Branch Park and Karst Commons).

This Design Masterplan and Design Standards booklet advances the holistic design vision of Town Branch Commons and describes the alignment, character, and material vocabulary of the Town Branch Greenway. The Design Masterplan is the primary reference for documentation of the Town Branch Greenway in accordance with the design vision.

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TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

Town Branch Greenway concept drawings

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Town Branch Greenway concept drawings

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INTRODUCTION

TOWN BRANCH COMMONS DESIGN STANDARDS

DESIGN VISION TOWN BRANCH COMMONS Town Branch Commons weaves a linear network of public space along the 2.5 mile path of the historic Town Branch creek in downtown Lexington, Kentucky. Once a waste canal, sewer, and water conduit for the city, the buried stream channel of Town Branch is an opportunity to reconnect the city with its Bluegrass identity and build a legacy public space network for the 21st century. Rather than introducing a single daylit stream channel into the city fabric, the design uses the local limestone (karst) geology as inspiration for a series of pools, pockets, water windows, and stream channels that brings water into the public realm. A hybrid park network, multi-modal trail system, and water filtration landscape, Town Branch Commons connects Lexington’s rural and urban communities and reinvigorates the downtown.

URBAN HYDROLOGY Lexington’s urban area forms the headwaters of Town Branch. While the stream itself is buried below ground, waters emerge in different ways throughout the city. Storm sewer outlets, sinkholes, culvert openings, and manholes express the flow of Town Branch, which is formed by the urban runoff of Lexington’s pavements and parking lots. While the water body is concentrated into two underground culverts in the downtown core, as it moves towards the bluegrass country it transforms into an open canal system, then a fully daylit stream channel, shown in the pictures at right.

KARST (LIMESTONE) BEDROCK Karst geology is Lexington’s hidden secret. The karst limestone layer that underlies the city nourishes the growth of Kentucky Bluegrass (and subsequently the bones of its race horses!) and is rumored to improve the taste of Lexington’s locally distilled bourbon. Unlike most stone, karst is highly porous, and creates unexpected patterns of water flow, where underground Karst hydrology concept

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TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

waterways travel through permeable limestone layers to surface into pools, disappear into sinks, and dramatically resurface where least expected. Rather than express Town Branch as a linear channel, the project reveals a karst identity through a network of water windows, pools, pockets, fountains, and filter gardens that evoke and expose the underground stream and shape diverse typologies of public space along its length. The public space is continuous, surface water is not; embracing this diversity allows the stream to be woven into the existing urban fabric while reconnecting Lexingtonians to their cultural landscape.

REVEAL, CLEAN, CARVE, CONNECT Reveal: Town Branch is fully revealed within the proposed Town Branch Park (a public/private partnership connected to the Town Branch Greenway), where the daylit stream connects to the rural bluegrass region and structures a new recreational destination for downtown. Clean: In the core of downtown, the Town Branch Greenway creates a series of water filtration gardens that shape an expanded pedestrian streetscape and bicycle trail. Carve: Karst Commons, a future park initiative, converts a sea of parking into a public event plaza, scattered with cuts and karst windows into the culverted waterbody below. Pools and other elements organize this flexible open space. Connect: Along Midland Avenue, the Town Branch Greenway features a small headwaters stream channel that strengthens existing neighborhoods and provides a direct connection between the downtown and the Legacy trail, a conduit for bicyclists and pedestrians.

SCAPE Town Branch Commons competition plan, 2013

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INTRODUCTION

TOWN BRANCH COMMONS DESIGN STANDARDS

TABLE OF CONTENTS CONTENTS

GEOMETRY & MATERIALS

15

PLANTING

119

2

100

PLANTING TYPOLOGIES

122

INTRODUCTION

5

MIDLAND AVE & EAST END

18

EXISTING FOUNTAINS

104

URBAN GROVE

124

8

DOWNTOWN & VINE STREET

24

INTERACTIVE WATER FEATURES

105

BLUEGRASS

126

DOWNTOWN & WEG

30

TRAILHEAD FOUNTAIN

106

CREEKSIDE

128

RUPP DISTRICT

TABLE OF CONTENTS

12

WATER EXPRESSION & HYDROLOGY

99

CONTRIBUTIONS DESIGN VISION 

DISTRICTS

WATER & HYDROLOGY

38

MAIN & VINE FOUNTAIN

107

ROADSIDE EDGE

130

BLOCK PLANS

44

MIDLAND AVENUE WATER CONCEPT

108

EDGE BUFFER

132

HARDSCAPE COMPONENTS

64

SOIL

66

TRENCH DRAINS

114

INTERSECTIONS

70

CURB CUTS

115

MULTI-USE PAVING

72

TOWN BRANCH STORMWATER CREEK

116

CANOPY TREES

136

PEDESTRIAN PAVING

74

PRETREATMENT UNIT

117

UNDERSTORY TREES

137

HARDSCAPE COMPONENTS

74

BIOSOIL

117

SHRUBS

138

BICYCLE PATH

76

GROUNDCOVERS

139

PLANTED EDGE

78

PERENNIALS & GRASSES

140

CRUSHED LIMESTONE

79

PLANT SPECIES 

141

GRAVEL STRIP

80

CURB & GUTTER

81

TOWN BRANCH WALLS MIDLAND WALL LAYOUT

84

DOWNTOWN & VINE ST WALL LAYOUT

85

DOWNTOWN & WEG WALL LAYOUT

86

RUPP DISTRICT WALL LAYOUT

87

WALL COMPONENTS

STRUCTURAL SOIL

134

PLANT SELECTION

BLOCK PLANS

142

82

WALL LAYOUTS

88

TOWN BRANCH WALLS

88

TYPICAL WALL

90

SIGNATURE WALL

91

VEHICULAR WALL

92

WALL-INTEGRATED BENCH

93

EDGES AND CURBS

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WATER DETAILS

TOWN BRANCH SIGNATURE PAVING

STONE CURB

94

FLUSH CURB

95

KARST EMBANKMENT & STREAMBED

96

KARST CASCADE

97

LIGHTING & FURNISHINGS LIGHTING

163 164

MIDLAND AVENUE LIGHTING

165

DOWNTOWN & VINE STREET LIGHTING

166

DOWNTOWN & WEG LIGHTING

167

DOWNTOWN & WEG

168

FURNISHINGS INTEGRATED BENCH

169

FREE STANDING BENCHES

170

WASTE & RECYCLING

171

TABLES AND CHAIRS

172

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TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

WAYFINDING & IDENTITY

175

SIGN TYPES

ADJACENT OPPORTUNITIES

209

ADJACENT OPPORTUNITIES



229 230

TOWN BRANCH IDENTITY SIGNAGE

178

TRAILHEAD & THE MET DEVELOPMENT

212

234

DIRECTORY & PUBLIC ACCESS

179

CHARLES YOUNG PLAZA

213

235

TRAIL DISTANCE MARKERS

180

THOROUGHBRED PLAZA

214

DIRECTIONAL SIGNAGE

181

THOROUGHBRED SUNKEN GARDEN

215

SURFACE MARKINGS

182

MAIN & VINE

216

235 555

SIGNALS

183

ROSE ST GARDEN

218

INTERPRETIVE SIGNAGE

184

KU PLAZA

219

GRAPHICS

KARST PARK & LFUCG PLAZA

220

GRAPHIC AND BRANDING STRATEGY

186

PHOENIX PLAZA

222

COLOR PALETTE

187

CENTREPOINTE

223

188

ADJACENT OPPORTUNITIES

223

VINE CENTER PLAZA

224

5/3 PLAZA

225

TRIANGLE PARK PLAZA

226

ADJACENT OPPORTUNITIES

226

TRIANGLE PARK CROSSING

227

ADJACENT OPPORTUNITIES

227

BLOCK PLANS

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GEOMETRY & MATERIALS


GEOMETRY & MATERIALS

TOWN BRANCH COMMONS DESIGN STANDARDS

GEOMETRY & MATERIALS OVERVIEW Midland Avenue

Branch Greenway incorporates a separated bike and pedestrian

The area along Midland Avenue, which is bookended by Isaac

facility supplemented with smaller public space pockets

Murphy Memorial Art Garden Park and Thoroughbred Park, is one

and street tree plantings. Stormwater treatment and green

of two portions of the TBCC project which operates as a two-way

infrastructure techniques are applied here, but are more limited

street. The Town Branch Greenway reduces lane widths within

to local runoff and drainage due to the width of the right-of-way.

Midland Avenue, and reconfigures street intersections to include

Major public spaces within this stretch include the future Karst

an additional traffic light and reduced turning lanes. A multi-use

Commons (an urban plaza across the Transit Center), and the

trail is proposed within the expanded right-of-way, beginning

existing Phoenix Park and adjacent Library. Important anchor

at the trailhead adjacent to the Isaac Murphy Memorial Art

sites and destinations along Vine Street include the High Street

Garden Park and extends to the base of Thoroughbred Park at

YMCA, the Phoenix Building, the Centrepointe development

Main Street and Vine Street. Midland Avenue offers the widest

site, LexTrans, and the existing World Equestrian Games (WEG)

right-of-way within the Greenway project area, and has the

Streetscape.

most potential to express stormwater flows from adjacent neighborhoods and developments. Three parks are located along

Rupp District

this stretch of Town Branch: Thoroughbred Park, Charles Young,

The Rupp District Zone extends from Broadway to Tucker Street,

and the recently completed Isaac Murphy Memorial Art Garden.

and includes Triangle Park, Vine Street yoke, a portion of Main

Thoroughbred Park is the most heavily used and has become a

Street, and a logical terminus at Tucker Street. This section will

popular place for families to bring their children to play in the

require the most coordination, given the future redevelopment of

fountain.

the Lexington Center.

Within this zone, LFUCG plans to replace a sanitary trunk sewer

The Town Branch Greenway continues within this zone as a

line along part of Midland Avenue, as part of the EPA mandated

separated bike and pedestrian facility supplemented with street

Consent Decree, and introduce new storm water collection

trees and green infrastructure plantings. Here, the Town Branch

and/or green infrastructure attributes per the Town Branch

Greenway connects and crosses Triangle Park, a signature

Commons Open Space Feasibility Study. The design interfaces

Lexington park operated by the Triangle Foundation. Larger scale

with a proposed mixed-use project on the northwestern edge

public spaces are created by the redeveloping Lexington Center

of Midland Avenue and additional future development projects

(LCC) and are integrated with the Greenway, and the two projects

planned along the west side of Midland Ave. The design also

act in concert to significantly reshape this urban destination.

incorporates the existing electrical transmission lines into the

A plan for the re-envisioned Lexington Center calls for a new

project layout, while allowing for future realignment or removal.

Convention Center, the “Cat Walk�, an expanded and renovated Rupp Arena, and a new open space at Lincoln Passage. The

Vine Street

Greenway terminates at the proposed Town Branch Park and

Vine Street is dominated by cars, both in feel and construction,

connects to the Town Branch trail (under construction).

as it is both a major one-way connector through Downtown and a state road. The proposal limits the width of lanes along Vine Street and reconfigures intersections for enhanced pedestrian and bicyclist safety. Within the Vine Street zones, the Town

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TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

Town Branch Greenway zones

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GEOMETRY & MATERIALS

TOWN BRANCH COMMONS DESIGN STANDARDS

MIDLAND AVE & EAST END OVERVIEW The Town Branch Greenway incorporates a meandering multiuse path shared by bicyclists and pedestrians along Midland Avenue. The 14’ wide path weaves through the wide right-ofway, avoiding urban obstacles (transmission poles and subgrade utilities) while creating space to express the flow and treatment of water. A series of large stormwater ‘creeks’ are created by tapping into the lateral stormwater pipes and diverting this water through a constructed karst channel, and are supplemented with runoff from adjacent paths and the roadway. Sometimes dry, sometimes wet, the stormwater creeks reflect the hydrology of Lexington and the Town Branch, and are marked by the presence of limestone. Water is treated through vegetation and soil before it is directed back into the culvert below, improving the water quality of the downstream Town Branch creek. Constructed stormwater ‘creeks’ are marked by a riparian planting strategy of clustered small and medium trees that provide habitat value and seasonal variation throughout the year. Where water is not expressed, the Greenway is marked by grids of trees (urban

Concept plan of Town Branch Greenway along Midland Ave

groves) that provide spaces for pull-over, rest, and social interaction. Midland Ave also hosts stretches of Bluegrass lawn and tree planting, extending this iconic rural character downtown.

Midland blocks

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TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

Concept rendering of Town Branch Greenway along Midland Avenue

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GEOMETRY & MATERIALS

TOWN BRANCH COMMONS DESIGN STANDARDS

MIDLAND AVENUE & EAST END

TYPICAL BLOCK PLAN

CONCEPT

40' MIN. TRANSITION

17' MIN.

The Town Branch Commons design language is most diverse along Midland Ave, where multiple typologies of space overlap. The multi-use path meanders to follow the culvert below and to

1'

PEDESTRIAN SIGNAL, TYP. SEE PAGE 188.

make space for water collection and treatment. In this zone, the Greenway weaves together distinct landscape types, including

7'

1'

7'

1'

CONTROL JOIN ALIGNS WITH L

CRUSHED LIMESTONE, TYP. SEE PAGE 79.

urban groves surfaced with crushed limestone, constructed stormwater channels or ‘creeks’ lined intercepted with karst

LANE MARKER

cascades (or weirs) , bluegrass planting areas with mown lawn, and typical street intersections. This page depicts how these 4' O.C. TYP.

14' MIN. MULTI-USE PATH

1'-6" TYP.

elements overlap within a single block along MIdland.

INTERSECTION, TYP. SEE PAGE 71.

TOWN BRANCH SIGNATURE PAVING, TYP. SEE PAGE 66-69.

8' MAX 4' MIN

8' O.C. TYP.

CURB CUT VEHICULAR SEE

VEHICULAR WALL, TYP. SEE PAGE 92.

SCALE: 1” = 10’

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TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

LEGEND MULTIUSE AND PEDESTRIAN PAVING CIP CONC. WITH PRECAST CONCRETE EDGING TOWN BRANCH PAVING PRECAST CONCRETE UNIT PAVERS TOWN BRANCH BANDS PRECAST CONCRETE UNIT PAVERS

BICYCLE PATH ASPHALT UNIT PAVERS WITH PRECAST CONCRETE EDGING LANE MARKER PRECAST CONCRETE UNIT PAVERS PERMEABLE PLAZA CRUSHED LIMESTONE

STORMWATER FEATURE

SIGNATURE WALL STACKED LIMESTONE SLAB

SIGNAGE WALL CAP PRECAST CONC

GRAVEL CHANNEL

KARST EMBANKMENT 1:1 SLOPE

TYPICAL WALL GABION WITH LIMESTONE CHUCK FILL VEHICULAR WALL 32" H CONC. W/ LIMESTONE VENEER

FLUSH CURB PRECAST CONC

PRE-CAST EDGING

WALL LIGHTING & GRANVILLE LIGHT FIXTURE

PEDESTRIAN SIGNAL

KARST STREAMBED 2% SLOPE TYP.

PLANTING AREA

KARST CASCADE 3:1 SLOPE

STONE CURB 4" H LIMESTONE

BENCH

HIGH VOLTAGE UTILITY POLE

MOVING ZONE

GRANVILLE LIGHT FIXTURE, TYP. SEE PAGE 167.

NTS, TYP. LANE MARKER.

EXISTING HIGH VOLTAGE UTILITY POLE, TYP.

MULTI-USE PAVING, TYP. SEE PAGE 72.

SIGNATURE WALL,TYP. SEE PAGE 91.

BLUEGRASS PLANTING

FREE STANDING BENCH, TYP. SEE PAGE 170

TYPICAL WALL, TYP. SEE PAGE 90.

15'-5" UPPER CREEK

1:1

KARST CASCADE, TYP. SEE PAGE 97.

KARST EMBANKMENT AND STREAMBED, TYP. SEE PAGE 96.

RIPARIAN PLANTING

4:1

1:1

T THROUGH R WALL, TYP. E PAGE 117.

30.0°

R40'

17'-2" LOWER CREEK

4:1

1'-6"

R, TYP.

CURB CUT INTO BIOSWALE, TYP. SEE PAGE 115.

CURB CUTS 100' O.C. MAX.

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0

5'

10'

20'

30'

21


GEOMETRY & MATERIALS

TOWN BRANCH COMMONS DESIGN STANDARDS

MIDLAND AVENUE & EAST END

TYPICAL SECTION

CONCEPT The Town Branch Greenway has the widest right-of-way along Midland Ave, approximately 25’-45’ feet in width. Two-way traffic is preserved, and lanes are narrowed to increase space for pedestrians and bicyclists. As speeds are faster on Midland, various elements separate the Greenway users from vehicular traffic, including vehicular Town Branch walls, pedestrian Town Branch Walls, a wide planted buffer, medium-sized tree planting, and sunken stormwater ‘creeks.’ As an overhead utility line remains along Midland, all trees are selected for a compact mature height of 30’-40’. A sewer main is also being reconstructed and upsized and will be relocated within the Midland Ave roadbed away from Town Branch Greenway.

MIDLAND AVENUE

EXISTING WATER MAIN

T [

Section location

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Section of Town Branch Greenway at Midland Ave, between 2nd and Corall Street

22

B [


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

TOWN BRANCH STORMWATER CREEK

PEDESTRIAN PATHWAY

BLUEGRASS PLANTING

VEHICULAR WALL KARST EMBANKMENT

KARST STREAMBED

TOP OF 72" CULVERT [971.50]

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BOTTOM OF 72" CULVERT [963.0]

EXISTING SANITARY SEWER

23


GEOMETRY & MATERIALS

TOWN BRANCH COMMONS DESIGN STANDARDS

DOWNTOWN & VINE STREET OVERVIEW Town Branch Greenway is expressed as a separated bike and pedestrian facility along Vine Street accommodating the denser pedestrian and bicycle traffic patterns downtown. This zone hosts the narrowest segments of right-of-way, yet still accommodate multiple landscape typologies and public space experiences. Paths straighten downtown, and lose the meander of Midland Ave to accommodate more efficient user flows and equally distribute space between people, water treatment zones, and planting areas. Tree plantings take on a more organized character and feature large, long-lived canopy trees that will enhance Lexington’s streetscape for decades to come. Water is harvested and directed to central bioswales from adjacent paths and roadways. Linear seating areas, urban groves, and pull-over spaces are all present in the downtown Vine street zone. Concept plan of Town Branch Greenway along downtown Vine Street

Downtown Vine Street blocks

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TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

Concept rendering of Town Branch Greenway along downtown Vine Street

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GEOMETRY & MATERIALS

TOWN BRANCH COMMONS DESIGN STANDARDS

DOWNTOWN & VINE STREET

TYPICAL BLOCK PLAN

CONCEPT

KU PLAZA

The Town Branch Greenway along downtown Vine Street

KENTUC UTILITIE

PEDESTRIAN SIGNAGE, TYP. SEE PAGE 188.

managed a number of complex spaces within a tight footprint. This plan depicts a portion of a single block, where the separated paths for pedestrians (min 7’ width) and bicyclists

SIGNAGE WALL CAP PRECAST CONC. SEE PAGE 185.

(min 8’ width) define a central tree planting and bioswale zone, cross a typical vehicular entry drive to private property, and

SIGNATURE WALL, TYP. SEE PAGE 91. TYPICAL WALL, TYP. SEE PAGE 90.

meet at major street intersections. Town Branch signature paving marks moments of slowing and stopping, as well as linear public

1'

space expansions to the Greenway. Precast concrete banding

7'

1'

7'

1'

at vehicular crossings and intersections also serve as ‘rumble 7' MIN.

strips,’ signaling that pedestrians and bicycles should slow down before approaching the intersection. Town Branch walls define the edges of the space, and switch between flanking the cycle track and the pedestrian path. Planted buffers separate vehicles from the Greenway users, creating a perceptual barrier along Vine Street. Structural soil extends below many paved areas to extend the rooting volume of streetscape canopy trees.

8' MAX. 4' MIN.

3' MIN.

8' MIN.

RIPARIAN PLANTING

8' O.C. TYP.

INTERSECTION, TYP. SEE PAGE 71. TOWN BRANCH SIGNATURE PAVING, TYP. SEE PAGE 66-69.

TR

E VINE ST.

INTERSECTION

40' MIN. TRANSITION

MOVING ZO

SCALE: 1” = 10’

SCAPE

26


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

LEGEND MULTIUSE AND PEDESTRIAN PAVING CIP CONC. WITH PRECAST CONCRETE EDGING TOWN BRANCH PAVING PRECAST CONCRETE UNIT PAVERS TOWN BRANCH BANDS PRECAST CONCRETE UNIT PAVERS

BICYCLE PATH ASPHALT UNIT PAVERS WITH PRECAST CONCRETE EDGING LANE MARKER PRECAST CONCRETE UNIT PAVERS PERMEABLE PLAZA CRUSHED LIMESTONE PLANTING AREA

STORMWATER FEATURE KARST EMBANKMENT 1:1 SLOPE

KARST STREAMBED 2% SLOPE TYP.

KARST CASCADE 3:1 SLOPE

SIGNATURE WALL STACKED LIMESTONE SLAB

SIGNAGE WALL CAP PRECAST CONC

GRAVEL CHANNEL

TYPICAL WALL GABION WITH LIMESTONE CHUCK FILL VEHICULAR WALL 32" H CONC. W/ LIMESTONE VENEER

FLUSH CURB PRECAST CONC

PRE-CAST EDGING

WALL LIGHTING & GRANVILLE LIGHT FIXTURE

PEDESTRIAN SIGNAL

S

STONE CURB 4" H LIMESTONE

BENCH

HIGH VOLTAGE UTILITY POLE

C

CKY ES

LANE MARKERS, TYP.

PEDESTRIAN PAVING, TYP. SEE PAGE 74.

CONTROL JOINTS, TYP. ALIGNS WITH LANE MARKER.

L

18" TYP.

EXISTING PLANTING

RELOCATED FIRE HYDRANT CURB CUT INTO BIOSWALE, TYP. SEE PAGE 117.

WALL LIGHTING, TYP. SEE PAGE 166-167.

GRANVILLE LIGHTING FIXTURE, TYP. SEE PAGE 167.

RENCH DRAIN , TYP. SEE PAGE 114.

FREE STANDING BENCH, TYP. SEE PAGE 172.

BICYCLE PATH, TYP. SEE PAGE 76. GRAVEL CHANNEL, TYP. SEE PAGE 80. MOVING ZONE

ONE

17' MID-BLOCK TRANSITION

SCAPE

MIDBLOCK INTERSECTION

17' MID-BLOCK TRANSITION

27

0

0.5'

1'

2'

3'


GEOMETRY & MATERIALS

TOWN BRANCH COMMONS DESIGN STANDARDS

DOWNTOWN & VINE STREET

TYPICAL SECTION

CONCEPT The Town Branch Greenway has the narrowest right-of-way along this portion of Vine Street, sometimes approaching 21’ in width. One-way traffic is preserved, and lanes are narrowed to increase space for pedestrians and bicyclists. The Greenway paths are lifted above the level of the street, and separated from vehicular traffic by planted buffers (min 3’ in width) and at some points, pedestrian walls. Bike and pedestrian paths align to utilities (water main and Town Branch culvert) leaving room in the central zone for expanded tree planting zones with continuous soil volume and additional structural soil areas. Light posts and other above-grade utilities are concentrated in the planting beds to avoid circulation conflicts and reduce their

ROADSIDE BUFFER PLANTING

visual presence.

TOW STO

BIKE PATH

VINE STREET

TOP OF CURB 956.0 TOP OF CULVERT 954.5

EXISTING SANITARY SEWER

BOTTOM OF CULVERT 946.25

Section location

SCAPE

Section of Town Branch Greenway at Vine Street, between Quality and Rose Street

28


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

SCAPE / LANDS ARCHITECTUR

27 W. 20th STREET, SUI NEW YORK, NY 10011 T. 212 462 2628 F. 212 4 office@scapestudio.com

ARCHITECT architecture Address Address t. # f. # e. #

KENTUCKY UTILITIES

STRUCTURAL structural engineering

WN BRANCH ORMWATER CREEK

PEDESTRIAN PATH

Address Address t. # f. # e. #

CIVIL ENGINE KARST EMBANKMENT GABION WALL

civil engineering Address Address t. # f. # e. #

LAND SURVE land surveying

EXISTING WATER MAIN

SCAPE

Address Address t. # f. # e. #

29


GEOMETRY & MATERIALS

TOWN BRANCH COMMONS DESIGN STANDARDS

DOWNTOWN & WEG OVERVIEW Further down Vine Street, the Greenway intersects the zone of World Equestrian Game (WEG) streetscape and strategically expands its presence, preserving many of the large canopy trees planted in this project. The design team strongly recommends evaluating the transplanting of the large canopy trees within this area that were not possible to maintain in the design. The WEG streetscape planned for the future addition of a pedestrian and bicycle trail, leaving a 14’ clear central area for future development. The Greenway separated bike and pedestrian facility extends through this zone, and expands the existing bioswale and planting areas already implemented in the WEG streetscape plan. While the design language of the downtown Vine street zone extends into this area, the two paths change their relationship with one another – at times existing in direct proximity, and at times divided by planting and bioswale.

Concept plan of Town Branch Greenway along Vine Street WEG

Vine Street WEG blocks

SCAPE

30


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

Existing conditions along future path of Town Branch Greenway along Vine Street WEG

SCAPE

31


GEOMETRY & MATERIALS

TOWN BRANCH COMMONS DESIGN STANDARDS

DOWNTOWN & WEG TYPICAL BLOCK PLAN PARKING GARAGE ENTRY

5/3 PLAZA PEDESTRIAN PAVING, TYP. SEE PAGE 74.

BICYCLE PARKING, TYP. SEE PAGE 176.

CONCEPT The WEG zone assumes a complete curb reconstruction, narrowing lanes along Vine street and expanding the public realm. This creates room or the fully separated pedestrian and

(E) ELECTRICAL BOX TO REMAIN

off-street bicycle paths. Within select blocks, these two path types are directly adjacent to one another, separated only by a flush curb. These areas align to the 14’ wide allocated space existing within the WEG design. Within this zone, existing trees are preserved where possible and incorporated into the expanded planting areas. Multiple vehicular crossings exist within this zone and use the Town Branch Greenway design palette of banding to mark crossings and potential traffic conflicts. Larger scale plazas and adjacent spaces are integrated into the design vocabulary of the Town Branch Greenway through the addition of new plaza and pedestrian paving that ties the spaces together. Bioswales and planting areas are expanded to accommodate

1'-6" TYP.

further runoff directed from paths, plazas, and Vine Street.

BICYCLE PATH, TYP. SEE PAGE 76.

8' O.C. TYP.

8' MAX. 4' MIN. GRANVILLE LIGHTING FIXTURE, TYP. SEE PAGE 166-167.

LANE MARKER, TYP.

WALL LIGHTING, TYP. SEE PAGE 167-167.

W VINE ST

KARST EMBANKMENT, TYP., SEE PAGE 96.

17' MID-BLOCK TRANSITION

MIDB

SCALE: 1” = 10’

SCAPE

32


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

LEGEND

BIG BLUE PARKING BUILDING

MULTIUSE AND PEDESTRIAN PAVING CIP CONC. WITH PRECAST CONCRETE EDGING TOWN BRANCH PAVING PRECAST CONCRETE UNIT PAVERS

SERVICE ENTRY

TOWN BRANCH BANDS PRECAST CONCRETE UNIT PAVERS

BICYCLE PATH ASPHALT UNIT PAVERS WITH PRECAST CONCRETE EDGING LANE MARKER PRECAST CONCRETE UNIT PAVERS PERMEABLE PLAZA CRUSHED LIMESTONE PLANTING AREA

EXISTING PLANTER

STORMWATER FEATURE

SIGNATURE WALL STACKED LIMESTONE SLAB

SIGNAGE WALL CAP PRECAST CONC

GRAVEL CHANNEL

KARST EMBANKMENT 1:1 SLOPE

TYPICAL WALL GABION WITH LIMESTONE CHUCK FILL VEHICULAR WALL 32" H CONC. W/ LIMESTONE VENEER

FLUSH CURB PRECAST CONC

PRE-CAST EDGING

WALL LIGHTING & GRANVILLE LIGHT FIXTURE

PEDESTRIAN SIGNAL

KARST STREAMBED 2% SLOPE TYP.

KARST CASCADE 3:1 SLOPE

EXISTING PLANTER

STONE CURB 4" H LIMESTONE

BENCH

HIGH VOLTAGE UTILITY POLE

EXISTING CONCRETE TO REMAIN

UPPER ST. PLAZA

EXISTING WALLS TO REMAIN

(E) ELECTRICAL BOX TO REMAIN CONTROL JOINTS, TYP. ALIGNS WITH LANE MARKERS.

SIGNATURE WALL, TYP. SEE PAGE 91.

STONE CURB, TYP. SEE PAGE 94.

TYPICAL WALL, TYP. SEE PAGE 90.

TOWN BRANCH SIGNATURE, PAVING, TYP. SEE PAGE 74.

1'

7'

1'

7'

1'

INTEGRATED BENCH, TYP. SEE PAGE 93.

PEDESTRIAN SIGNAL, TYP. SEE PAGE 188.

21'-3" SHOWN 7'MIN.

GRAVEL CHANNEL, TYP. SEE PAGE 80.

6' MIN.

8' MIN.

4' O.C. TYP.

8' O.C. TYP.

8' MAX. 4' MIN.

BLOCK INTERSECTION

SCAPE

CURB CUT THROUGH BIOSWALE, TYP. SEE PAGE 117..

17' MID-BLOCK TRANSITION

8' O.C. TYP.

40' MIN. TRANSITION

INTERSECTION, TYP. SEE PAGE 71.

8' MAX. 4' MIN.

INTERSECTION

33


GEOMETRY & MATERIALS

TOWN BRANCH COMMONS DESIGN STANDARDS

DOWNTOWN & WEG TYPICAL BLOCK PLAN

CONCEPT Within other blocks the pedestrian and bicycle paths are separated by Town Branch seat walls and expanded bioswales that enhance and preserve existing WEG streetscape planting. Multiple vehicular crossings exist within this zone and use the Town Branch Greenway design palette of banding to mark crossings and potential traffic conflicts. Larger scale plazas and adjacent spaces are integrated into the design vocabulary of

PARKING GARAGE ENTRY

the Town Branch Greenway through the addition of new plaza and pedestrian paving that ties the spaces together. Bioswales and planting areas are expanded to accommodate further runoff directed from paths, plazas, and Vine Street.

ALIGN

18" TYP.

FLUSH CURB, TYP. SEE PAGE 95.

CL

RE-LOCATED HILTON DROP OFF AREA 8' O.C. TYP.

40' MIN.TRANSITION

8' MAX. 4' MIN.

MOVING ZONE

16'-11" MIDBLOCK TRANSITION

MID-BLOCK INTERS

SCALE: 1” = 10’

SCAPE

34


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

VINE CENTER

EXISTING PLANTERS TO REMAIN

PEDESTRIAN PAVING, TYP. SEE PAGE 74.

6"

M

IN

.

SERVICE ENTRY

2'-

1'

7'

1'

7'

1'

PEDESTRIAN SIGNAL, TYP.

CONTROL JOINTS, TYP. ALIGNS WITH LANE MARKERS. LANE MARKERS, TYP.

6' MIN.

8' MIN.

4' O.C. TYP.

INTERSECTION, TYP. SEE PAGE 71. GRANVILLE LIGHTING FIXTURE, TYP. SEE PAGE 167. WALL LIGHTING, TYP. SEE PAGE 166-167.

BICYCLE PATH, TYP. SEE PAGE76.

17' MID-BLOCK TRANSITION

SECTION

SCAPE

8'

8' MAX. 4' MIN.

TOWN BRANCH SIGNATURE PAVING, TYP. SEE PAGE 66-69.

40' MIN. TRANSITION

35


GEOMETRY & MATERIALS

TOWN BRANCH COMMONS DESIGN STANDARDS

DOWNTOWN & WEG TYPICAL SECTION

CONCEPT The WEG streetscape is modified to reduce car lane widths along Vine Street while maintaining the three lanes of traffic that currently exist. The resulting expanded space accommodates the Town Branch separated bike and pedestrian facility in different alignments. Bioswales with canopy trees filter street and path runoff before overflowing into the Town Branch culverts below. Light fixtures and other utility elements are placed within streetscape planting beds to reduce vehicular conflicts and

ROADSIDE BUFFER PLANTING

visually screen their presence.

TOP OF CURB 944.75

EXISTING WATER MAIN

TOP OF CULVERT 940.75

TOP OF CULVERT 937.75

BOTTOM OF CULVERT 935.75

Section location

SCAPE

BOTTOM OF CULVERT 929.75 Section of Town Branch Greenway at Downtown Vine Street WEG, between South Mill and South Upper Street

36


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

PROPOSED

BIKE PATH

TOWN BRANCH STORMWATER CREEK

PEDESTRIAN PATHWAY

EXISTING PLANTING TO BE RENOVATED

EXISTING BIOSWALE

EXISTING PAVING

EXISTING PLANTING AREA

KARST STREAMBED AND EMBANKMENT TYPICAL WALL

EXISTING SANITARY SEWER

SCAPE

37


GEOMETRY & MATERIALS

TOWN BRANCH COMMONS DESIGN STANDARDS

RUPP DISTRICT OVERVIEW The RUPP district portion of the Town Branch Greenway offers the most potential integration with adjacent unique public spaces, including the Rupp water plaza, the Catwalk, the Gorge, and the Lincoln Passage. The Greenway palette remains simple and straightforward to feature and integrate seamlessly with these adjacent spaces, stitching a separated bicycle path and pedestrian path along the block’s perimeter. A flush curb separates the bike and pedestrian paths, allowing for large events at RUPP and the Lexington Convention Center to spill out into the space. Only minor modifications to traffic lanes and widths occur within this zone. Critical adjacent public spaces feature Town Branch and the expression of water in unique ways – the Town Branch Gorge contains a limestone reflecting pool and the Lincoln Passage leads users to the future Town Branch Waterfall that marks the entry of the proposed Town Branch Park.

RUPP District blocks

SCAPE

Conceptual rendering of RUPP Arena, courtesy of LFUCG & LCC, 2015

38


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

Photograph of existing conditions along Main Street in the Rupp District

SCAPE

39


GEOMETRY & MATERIALS

TOWN BRANCH COMMONS DESIGN STANDARDS

RUPP DISTRICT

17' TRANSITION

MOVING ZONE

TYPICAL PLAN

PEDESTRIAN PAVING, TYP. SEE PAGE 82.

CONCEPT

W MAIN STREET

FLUSH CURB, TYP. SEE PAGE 95.

LANE MARKERS, TYP.

BICYCLE PATH, TYP. SEE PAGE 76.

CONTROL JOINTS, TYP. ALIGNS WITH LANE MARKER.

1'

The Town Branch Greenway design language extends out into

8' O.C. TYP.

8' MAX. 4' MIN.

2'-6" MIN. TYP.

critical public spaces to link the project with RUPP and LCC

7'

gathering areas. Banding extends to frame and mark major building entrances, directing users to RUPP’s ‘front door’ and critical LCC meeting room and ballroom event spaces. Signature

10'

paving is more liberally applied to mark the edge of Town Branch Greenway and add human-scale diversity into the mega-block.

CL

1'-6"

Fewer walls exist within this zone, as the project anticipates

CL

CL

CL

ALIGN

Tree planting areas are more ordered and are designed to lead users along the Greenway to the entrance of Town Branch Park.

CL

CL

14'-5" SHOWN 7' MIN.

the occasional closure of the Vine Street yoke for larger scale pedestrian events.

TYPICAL TREE IN PEDESTRIAN PATH.

FREESTANDING BENCH, TYP. SEE PAGE 170.

LEXINGTON CONVENTION CENTER PROPOSAL

SCALE: 1” = 10’

SCAPE

40

1'


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

LEGEND

TOWN BRANCH PLAZA

N

DROP-OFF PLAZA

MULTIUSE AND PEDESTRIAN PAVING CIP CONC. WITH PRECAST CONCRETE EDGING TOWN BRANCH PAVING PRECAST CONCRETE UNIT PAVERS TOWN BRANCH BANDS PRECAST CONCRETE UNIT PAVERS

BICYCLE PATH ASPHALT UNIT PAVERS WITH PRECAST CONCRETE EDGING LANE MARKER PRECAST CONCRETE UNIT PAVERS PERMEABLE PLAZA CRUSHED LIMESTONE PLANTING AREA

SIGNATURE WALL STACKED LIMESTONE SLAB

SIGNAGE WALL CAP PRECAST CONC

GRAVEL CHANNEL

KARST EMBANKMENT 1:1 SLOPE

TYPICAL WALL GABION WITH LIMESTONE CHUCK FILL VEHICULAR WALL 32" H CONC. W/ LIMESTONE VENEER

FLUSH CURB PRECAST CONC

PRE-CAST EDGING

WALL LIGHTING & GRANVILLE LIGHT FIXTURE

PEDESTRIAN SIGNAL

KARST STREAMBED 2% SLOPE TYP.

KARST CASCADE 3:1 SLOPE

STONE CURB 4" H LIMESTONE

BENCH

HIGH VOLTAGE UTILITY POLE

1'

TOWN BRANCH SIGNATURE PAVING, TYP. SEE PAGE 66-69.

TOWN BRANCH BANDS IN CIP CONC. WITH EXPOSED AGGREGATE..

TOWN BRANCH COMMONS CONTRACT LIMIT

DROP OFF AREA

19'-7"

7'

STORMWATER FEATURE

TOWN BRANCH BANDING EXTEND INTO LCC SITE, COORDINATE WITH LCC PROJECT.

SCAPE

41


GEOMETRY & MATERIALS

TOWN BRANCH COMMONS DESIGN STANDARDS

RUPP DISTRICT TYPICAL SECTION

CONCEPT Strategic modifications to the Vine Street Yoke and Main Street are proposed within this zone- including slightly reduced lane widths and consolidating drop-off zones. Larger canopy trees are planted to ensure views through to the LCC faรงade along Main Street and work in concert with the scale of the architecture. Water is directed from paths to bioswale planting areas adjacent to the Greenway.

LCC BALLROOM PROPOSED RENOVATION

EDGE PLANTING

PEDESTRIAN PAVING

BIKE PATH

ROADSIDE BUFFER PLANTING

STRUCTURAL SOIL FLUSH CURB

TO 937

EXISTING SANITARY SEWER

Section location

SCAPE

Section of Town Branch Greenway at RUPP District and Main Street

42


Location TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

SCAPE / LANDSCAPE ARCHITECTURE PLLC 27 W. 20th STREET, SUITE 1001 NEW YORK, NY 10011 T. 212 462 2628 F. 212 462 4164 office@scapestudio.com

ARCHITECT architecture Address Address t. # f. # e. #

STRUCTURAL ENGINEER structural engineering Address Address t. # f. # e. #

CIVIL ENGINEER civil engineering Address Address t. # f. # e. #

OP OF CURB 7.5

LAND SURVEYOR land surveying

EXISTING WATER MAIN

SCAPE

EXISTING SANITARY SEWER

Address Address t. # f. # e. #

43


GEOMETRY & MATERIALS

TOWN BRANCH COMMONS DESIGN STANDARDS

BLOCK PLANS OVERVIEW These plans depict Town Branch Greenway geometry, walls types and wall elevations, paving materials, planting zones, water features, and adjacent opportunities outside of the right-of-way.

SCAPE

44


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

PAVING

TOWN BRANCH COMMONS

RUPP DISTRICT

WALLS MULTIUSE & PED PAVING • CIP CONC. W/ PRECAST UNIT EDGE

PERMEABLE PLAZA • CRUSHED LIMESTONE

TOWN BRANCH PAVING • PRECAST UNIT

LANE MARKER • PRECAST CONCRETE

TOWN BRANCH BANDING • 1'X3' CONC. PLANKS

LEXINGTON, KY

BIKE PATH • 4” W PRECAST UNIT W/ FLUSH CURB

HYDROLOGY SIGNATURE WALL • DRY-LAID LIMESTONE

WALL SIGNAGE CAP •PRECAST CONC.

FOUNTAIN

KARST CASCADE • 3:1 SLOPE

PLANTING PROPOSED DECIDUOUS TREE PROPOSED EVERGREEN TREE

TYPICAL WALL • GABION W/ LIMESTONE FILL

TAPERING WALL CONDITION • FLUSH TO FULL HEIGHT

KARST EMBANKMENT • 2:1 SLOPE

STORMWATER FEATURE

VEHICULAR WALL • 32” H CONC. W/ LIMESTONE VENEER STONE CURB • 4” H LIMESTONE

FLUSH CURB • PRECAST CONC.

KARST STREAMBED • 2% SLOPE TYP.

CURB CUT

PROPOSED MULTISTEM TREE

TRENCH DRAIN

EXISTING TREE

BENCH • PRE-CAST CONC.

FELIX ST

BLOCK PLANS

EXTENT OF BIOSWALE

CONTEXT EXISTING LANDSCAPE TO REMAIN FUTURE DEVELOPMENT OUTSIDE R.O.W.

ADJACENT OPPORTUNITIES 277 BROADWA OUTSIDE R.O.W. NEW YORK, NY EXTENT OF R.O.W.

PLANTING, SEE PLANTING SHEETS.

SCAP ARCH

T. 212 462 2628 office@scapestu

OVERHEAD STRUCTURE

W MAIN ST

BICYCLE PATH, TYP. ASPHALT UNIT PAVERS WITH PRECAST CONC. EDGING

PEDESTRIAN PAVING, TYP. CIP CONC. WITH PRECAST CONC. EDGING

10' 3'-5"

FLUSH CURB, TYP. PRECAST CONC.

UG

UG

Scale: 1” = 30’ PAVING

SCAPE

TOWN BRANCH COMMONS

WALLS MULTIUSE & PED PAVING • CIP CONC. W/ PRECAST UNIT EDGE TOWN BRANCH PAVING • PRECAST UNIT TOWN BRANCH BANDING

PERMEABLE PLAZA • CRUSHED LIMESTONE LANE MARKER • PRECAST CONCRETE

HYDROLOGY SIGNATURE WALL • DRY-LAID LIMESTONE

WALL SIGNAGE CAP •PRECAST CONC.

KARST CASCADE • 3:1 SLOPE

FOUNTAIN

TYPICAL WALL • GABION W/ LIMESTONE FILL

TAPERING WALL CONDITION • FLUSH TO FULL HEIGHT

KARST EMBANKMENT • 2:1 SLOPE

STORMWATER FEATURE

VEHICULAR WALL

FLUSH CURB

KARST STREAMBED • 2% SLOPE TYP.

CURB CUT

PLANTING PROPOSED DECIDUOUS TREE PROPOSED EVERGREEN TREE PROPOSED MULTISTEM TREE

CONTEXT EXISTING LANDSCAPE TO REMAIN FUTURE DEVELOPMENT OUTSIDE R.O.W.

SCAPE/LANDSCAPE ARCHITECTURE DPC

ADJACENT OPPORTUNITIES 277 BROADWAY, SUITE 1606 OUTSIDE R.O.W.

1622 MAY 26, 2017 1"-30'

LAYOUT & 45 MATERIALS DIAGRAM


GEOMETRY & MATERIALS

TOWN BRANCH COMMONS DESIGN STANDARDS

BLOCK PLANS ALGONQUIN ST

RUPP DISTRICT

W MAIN ST W MAIN ST BICYCLE PATH, TYP. ASPHALT UNIT PAVERS WITH PRECAST CONC. EDGING

9'-3"

FLUSH CURB, TYP. PRECAST CONC.

10'

W

VI

NE

ST

Scale: 1” = 30’

SCAPE PAVING

46

WALLS

HYDROLOGY

PLANTING

CONTEXT


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

PAVING

WALLS

W MAIN ST TOWN BRANCH

MULTIUSE & PED PAVING • CIP CONC. W/ PRECAST UNIT EDGE

PERMEABLE PLAZA • CRUSHED LIMESTONE

COMMONS

TOWN BRANCH PAVING • PRECAST UNIT

LANE MARKER • PRECAST CONCRETE

TOWN BRANCH BANDING • 1'X3' CONC. PLANKS

LEXINGTON, KY

WALL SIGNAGE CAP •PRECAST CONC.

FOUNTAIN

KARST CASCADE • 3:1 SLOPE

PLANTING PROPOSED DECIDUOUS TREE PROPOSED EVERGREEN TREE

TYPICAL WALL • GABION W/ LIMESTONE FILL

TAPERING WALL CONDITION • FLUSH TO FULL HEIGHT

KARST EMBANKMENT • 2:1 SLOPE

STORMWATER FEATURE

VEHICULAR WALL • 32” H CONC. W/ LIMESTONE VENEER STONE CURB • 4” H LIMESTONE

FLUSH CURB • PRECAST CONC.

KARST STREAMBED • 2% SLOPE TYP.

CURB CUT

PROPOSED MULTISTEM TREE

TRENCH DRAIN

EXISTING TREE

BENCH • PRE-CAST CONC.

EXTENT OF BIOSWALE

CONTEXT EXISTING LANDSCAPE TO REMAIN FUTURE DEVELOPMENT OUTSIDE R.O.W.

ADJACENT OPPORTUNITIES 277 BROADWA OUTSIDE R.O.W. NEW YORK, NY EXTENT OF R.O.W.

PLANTING, SEE PLANTING SHEETS.

SCAP ARCH

T. 212 462 2628 office@scapestu

OVERHEAD STRUCTURE

S BROADWAY

BIKE PATH • 4” W PRECAST UNIT W/ FLUSH CURB

HYDROLOGY SIGNATURE WALL • DRY-LAID LIMESTONE

8' '

10

BICYCLE PATH, TYP. ASPHALT UNIT PAVERS WITH PRECAST CONC. EDGING

W NE VI

TOWN BRANCH PAVING, TYP. PRECAST CONC. UNIT PAVERS

ST

SIGNAGE WALL CAP, TYP. PRECAST CONC.

Scale: 1” = 30’ PAVING

SCAPE

TOWN BRANCH COMMONS

WALLS MULTIUSE & PED PAVING • CIP CONC. W/ PRECAST UNIT EDGE TOWN BRANCH PAVING • PRECAST UNIT TOWN BRANCH BANDING

PERMEABLE PLAZA • CRUSHED LIMESTONE LANE MARKER • PRECAST CONCRETE

HYDROLOGY SIGNATURE WALL • DRY-LAID LIMESTONE

WALL SIGNAGE CAP •PRECAST CONC.

KARST CASCADE • 3:1 SLOPE

FOUNTAIN

TYPICAL WALL • GABION W/ LIMESTONE FILL

TAPERING WALL CONDITION • FLUSH TO FULL HEIGHT

KARST EMBANKMENT • 2:1 SLOPE

STORMWATER FEATURE

VEHICULAR WALL

FLUSH CURB

KARST STREAMBED • 2% SLOPE TYP.

CURB CUT

PLANTING PROPOSED DECIDUOUS TREE PROPOSED EVERGREEN TREE PROPOSED MULTISTEM TREE

CONTEXT EXISTING LANDSCAPE TO REMAIN FUTURE DEVELOPMENT OUTSIDE R.O.W.

SCAPE/LANDSCAPE ARCHITECTURE DPC

ADJACENT OPPORTUNITIES 277 BROADWAY, SUITE 1606 OUTSIDE R.O.W.

1622 MAY 26, 2017 1"-30'

LAYOUT & 47 MATERIALS DIAGRAM


GEOMETRY & MATERIALS

TOWN BRANCH COMMONS DESIGN STANDARDS

S BROADWAY

BLOCK PLANS RUPP DISTRICT

BICYCLE PATH, TYP. ASPHALT UNIT PAVERS WITH PRECAST CONC. EDGING

W NE

VI

TOWN BRANCH PAVING, TYP. PRECAST CONC. UNIT PAVERS

EXISTING LANDSCAPE

FLUSH CURB, TYP. PRECAST CONC.

ST

SIGNAGE WALL CAP, TYP. PRECAST CONC.

HILTON PLAZA

31'-10"

12'-3"

BICYCLE PATH, TYP. ASPHALT UNIT PAVERS WITH PRECAST CONC. EDGING FLUSH CURB, TYP. PRECAST CONC.

4'

8'

FREE-STANDING BENCH, TYP. PRECAST CONC. TOWN BRANCH BANDS, TYP. 1' X 3' PRECAST CONC. UNIT PAVERS

TOWN BRANCH PAVING, TYP. PRECAST CONC. UNIT PAVERS

S BROADWAY

10'

8'

W VINE ST

Scale: 1” = 30’ PAVING

SCAPE

TOWN BRANCH COMMONS

WALLS MULTIUSE & PED PAVING • CIP CONC. W/ PRECAST UNIT EDGE TOWN BRANCH PAVING • PRECAST UNIT TOWN BRANCH BANDING

PERMEABLE PLAZA • CRUSHED LIMESTONE LANE MARKER • PRECAST CONCRETE

HYDROLOGY SIGNATURE WALL • DRY-LAID LIMESTONE

WALL SIGNAGE CAP •PRECAST CONC.

KARST CASCADE • 3:1 SLOPE

FOUNTAIN

TYPICAL WALL • GABION W/ LIMESTONE FILL

TAPERING WALL CONDITION • FLUSH TO FULL HEIGHT

KARST EMBANKMENT • 2:1 SLOPE

STORMWATER FEATURE

VEHICULAR WALL

FLUSH CURB

KARST STREAMBED • 2% SLOPE TYP.

CURB CUT

PLANTING PROPOSED DECIDUOUS TREE PROPOSED EVERGREEN TREE PROPOSED MULTISTEM TREE

CONTEXT EXISTING LANDSCAPE TO REMAIN FUTURE DEVELOPMENT OUTSIDE R.O.W.

SCAPE/LANDSCAPE ARCHITECTURE DPC

ADJACENT OPPORTUNITIES 277 BROADWAY, SUITE 1606 OUTSIDE R.O.W.

1622 MAY 26, 2017 1"-30'

LAYOUT & 48 MATERIALS DIAGRAM


S BROADWAY

TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

PAVING

TOWN BRANCH COMMONS

WALLS MULTIUSE & PED PAVING • CIP CONC. W/ PRECAST UNIT EDGE

PERMEABLE PLAZA • CRUSHED LIMESTONE

TOWN BRANCH PAVING • PRECAST UNIT

LANE MARKER • PRECAST CONCRETE

TOWN BRANCH BANDING • 1'X3' CONC. PLANKS

LEXINGTON, KY

WALL SIGNAGE CAP •PRECAST CONC.

KARST CASCADE • 3:1 SLOPE

FOUNTAIN

PLANTING PROPOSED DECIDUOUS TREE PROPOSED EVERGREEN TREE

TYPICAL WALL • GABION W/ LIMESTONE FILL

TAPERING WALL CONDITION • FLUSH TO FULL HEIGHT

KARST EMBANKMENT • 2:1 SLOPE

STORMWATER FEATURE

VEHICULAR WALL • 32” H CONC. W/ LIMESTONE VENEER STONE CURB • 4” H LIMESTONE

FLUSH CURB • PRECAST CONC.

KARST STREAMBED • 2% SLOPE TYP.

CURB CUT

PROPOSED MULTISTEM TREE

TRENCH DRAIN

EXISTING TREE

BENCH • PRE-CAST CONC.

EXTENT OF BIOSWALE

CONTEXT EXISTING LANDSCAPE TO REMAIN FUTURE DEVELOPMENT OUTSIDE R.O.W.

ADJACENT OPPORTUNITIES 277 BROADWA OUTSIDE R.O.W. NEW YORK, NY EXTENT OF R.O.W.

PLANTING, SEE PLANTING SHEETS.

SCAP ARCH

T. 212 462 2628 office@scapestu

OVERHEAD STRUCTURE

S MILL ST

BIKE PATH • 4” W PRECAST UNIT W/ FLUSH CURB

HYDROLOGY SIGNATURE WALL • DRY-LAID LIMESTONE

PEDESTRIAN PAVING, TYP. CIP CONC. WITH PRECAST CONC. EDGING TOWN BRANCH BANDS, TYP. 1' X 3' PRECAST CONC. UNIT PAVERS TOWN BRANCH PAVING, TYP. PRECAST CONC. UNIT PAVERS

BICYCLE PATH, TYP. ASPHALT UNIT PAVERS WITH PRECAST CONC. EDGING

EXISTING LANDSCAPE

FLUSH CURB, TYP. PRECAST CONC.

SIGNATURE WALL, TYP. STACKED LIMESTONE SLABS

SIGNAGE WALL CAP, TYP. PRECAST CONC.

SIGNAGE WALL CAP, TYP. PRECAST CONC.

TOWN BRANCH PAVING, TYP. PRECAST CONC. UNIT PAVERS EXISTING BIOSWALE WALL TO REMAIN VINE CENTER PLAZA

6'

8'

4'

8'

20'-3"

12'-3"

HILTON PLAZA

S MILL ST

S BROADWAY

W VINE ST

Scale: 1” = 30’ PAVING

SCAPE

TOWN BRANCH COMMONS

WALLS MULTIUSE & PED PAVING • CIP CONC. W/ PRECAST UNIT EDGE TOWN BRANCH PAVING • PRECAST UNIT TOWN BRANCH BANDING

PERMEABLE PLAZA • CRUSHED LIMESTONE LANE MARKER • PRECAST CONCRETE

HYDROLOGY SIGNATURE WALL • DRY-LAID LIMESTONE

WALL SIGNAGE CAP •PRECAST CONC.

KARST CASCADE • 3:1 SLOPE

FOUNTAIN

TYPICAL WALL • GABION W/ LIMESTONE FILL

TAPERING WALL CONDITION • FLUSH TO FULL HEIGHT

KARST EMBANKMENT • 2:1 SLOPE

STORMWATER FEATURE

VEHICULAR WALL

FLUSH CURB

KARST STREAMBED • 2% SLOPE TYP.

CURB CUT

PLANTING PROPOSED DECIDUOUS TREE PROPOSED EVERGREEN TREE PROPOSED MULTISTEM TREE

CONTEXT EXISTING LANDSCAPE TO REMAIN FUTURE DEVELOPMENT OUTSIDE R.O.W.

SCAPE/LANDSCAPE ARCHITECTURE DPC

ADJACENT OPPORTUNITIES 277 BROADWAY, SUITE 1606 OUTSIDE R.O.W.

1622 MAY 26, 2017 1"-30'

LAYOUT & 49 MATERIALS DIAGRAM


GEOMETRY & MATERIALS

TOWN BRANCH COMMONS DESIGN STANDARDS

BLOCK PLANS S MILL ST

S UPPER ST

DOWNTOWN & WEG

FREE-STANDING BENCH, TYP. PRECAST CONC.

PEDESTRIAN PAVING, TYP. CIP CONC. WITH PRECAST CONC. EDGING

TYPICAL WALL, GABION WITH LIMESTONE FILL

BICYCLE PATH, TYP. ASPHALT UNIT PAVERS WITH PRECAST CONC. EDGING

5/3 PLAZA

SIGNAGE WALL CAP, TYP. PRECAST CONC. TOWN BRANCH PAVING, TYP. PRECAST CONC. UNIT PAVERS EXISTING BIOSWALE WALL TO REMAIN

TOWN BRANCH BANDS, TYP. 1' X 3' PRECAST CONC. UNIT PAVERS

STONE CURB, TYP. 4" H LIMESTONE

EXISTING BIOSWALE

INTEGRAL BENCH, TYP. PRECAST CONC.

SIGNAGE WALL CAP, TYP. PRECAST CONC.

7'-10" 3'

8'

15'-6"

6'

15'-4"

8'

10'-8"

20'-3"

UPPER ST. PLAZA

S UPPER ST

S MILL ST

W VINE ST

Scale: 1” = 30’

SCAPE

50


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

PAVING

TOWN BRANCH COMMONS LEXINGTON, KY

WALLS MULTIUSE & PED PAVING • CIP CONC. W/ PRECAST UNIT EDGE

PERMEABLE PLAZA • CRUSHED LIMESTONE

TOWN BRANCH PAVING • PRECAST UNIT

LANE MARKER • PRECAST CONCRETE

HYDROLOGY SIGNATURE WALL • DRY-LAID LIMESTONE

TOWN BRANCH BANDING • 1'X3' CONC. PLANKS

KARST CASCADE • 3:1 SLOPE

PLANTING PROPOSED DECIDUOUS TREE

FOUNTAIN

EXISTING LANDSCAPE TO REMAIN

PROPOSED EVERGREEN TREE

TYPICAL WALL • GABION W/ LIMESTONE FILL

TAPERING WALL CONDITION • FLUSH TO FULL HEIGHT

KARST EMBANKMENT • 2:1 SLOPE

STORMWATER FEATURE

VEHICULAR WALL • 32” H CONC. W/ LIMESTONE VENEER STONE CURB • 4” H LIMESTONE

FLUSH CURB • PRECAST CONC.

KARST STREAMBED • 2% SLOPE TYP.

CURB CUT

PROPOSED MULTISTEM TREE

TRENCH DRAIN

EXISTING TREE

BENCH • PRE-CAST CONC.

CONTEXT

FUTURE DEVELOPMENT OUTSIDE R.O.W.

EXTENT OF BIOSWALE

T. 212 462 2628 office@scapestu

EXTENT OF R.O.W. PLANTING, SEE PLANTING SHEETS.

OVERHEAD STRUCTURE

TOWN BRANCH BANDS, TYP. 1' X 3' PRECAST CONC. UNIT PAVERS

FLUSH CURB, TYP. PRECAST CONC.

S LIMESTONE

TOWN BRANCH PAVING, TYP. PRECAST CONC. UNIT PAVERS

PEDESTRIAN PAVING, TYP. CIP CONC. WITH PRECAST CONC. EDGING BICYCLE PATH, TYP. ASPHALT UNIT PAVERS WITH PRECAST CONC. EDGING

6'-4"

PHOENIX PLAZA

3'

8'

SIGNAGE WALL CAP, TYP. PRECAST CONC.

SCAPE

S LIMESTONE

S UPPER ST

W VINE ST

Scale: 1” = 30’

SCAP ARCH

ADJACENT OPPORTUNITIES 277 BROADWA OUTSIDE R.O.W. NEW YORK, NY

S UPPER ST

BIKE PATH • 4” W PRECAST UNIT W/ FLUSH CURB

WALL SIGNAGE CAP •PRECAST CONC.

51


GEOMETRY & MATERIALS

TOWN BRANCH COMMONS DESIGN STANDARDS

BLOCK PLANS S LIMESTONE

DOWNTOWN & WEG

WATER ST WATER ST

TOWN BRANCH BANDS, TYP. 1' X 3' PRECAST CONC. UNIT PAVERS

PHOENIX PLAZA

KARST PARK INTERIM PARKING

HERNANDO ALLEY

SIGNAGE WALL CAP, TYP. PRECAST CONC.

PEDESTRIAN PAVING, TYP. CIP CONC. WITH PRECAST CONC. EDGING BICYCLE PATH, TYP. ASPHALT UNIT PAVERS WITH PRECAST CONC. EDGING FLUSH CURB, TYP. PRECAST CONC.

TYPICAL WALL, GABION WITH LIMESTONE FILL TOWN BRANCH PAVING, TYP. PRECAST CONC. UNIT PAVERS

FREE-STANDING BENCH, TYP. PRECAST CONC.

SIGNAGE WALL CAP, TYP. PRECAST CONC.

3'

3'

8'

9'-10"

10'-9"

8'

6'-10"

HERNANDO PLAZA

TYPICAL WALL, LIMESTONE FILL

S LIMESTONE

E VINE ST

Scale: 1” = 30’ PAVING

SCAPE

TOWN BRANCH COMMONS

WALLS MULTIUSE & PED PAVING • CIP CONC. W/ PRECAST UNIT EDGE TOWN BRANCH PAVING • PRECAST UNIT TOWN BRANCH BANDING

PERMEABLE PLAZA • CRUSHED LIMESTONE LANE MARKER • PRECAST CONCRETE

HYDROLOGY SIGNATURE WALL • DRY-LAID LIMESTONE

WALL SIGNAGE CAP •PRECAST CONC.

KARST CASCADE • 3:1 SLOPE

FOUNTAIN

TYPICAL WALL • GABION W/ LIMESTONE FILL

TAPERING WALL CONDITION • FLUSH TO FULL HEIGHT

KARST EMBANKMENT • 2:1 SLOPE

STORMWATER FEATURE

VEHICULAR WALL

FLUSH CURB

KARST STREAMBED • 2% SLOPE TYP.

CURB CUT

PLANTING PROPOSED DECIDUOUS TREE PROPOSED EVERGREEN TREE PROPOSED MULTISTEM TREE

CONTEXT EXISTING LANDSCAPE TO REMAIN FUTURE DEVELOPMENT OUTSIDE R.O.W.

SCAPE/LANDSCAPE ARCHITECTURE DPC

ADJACENT OPPORTUNITIES 277 BROADWAY, SUITE 1606 OUTSIDE R.O.W.

1622 MAY 26, 2017 1"-30'

LAYOUT & 52 MATERIALS DIAGRAM


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

PAVING

S MARTIN LUTHER KING BLVD

TOWN BRANCH COMMONS

PERMEABLE PLAZA • CRUSHED LIMESTONE

TOWN BRANCH PAVING • PRECAST UNIT

LANE MARKER • PRECAST CONCRETE

HYDROLOGY SIGNATURE WALL • DRY-LAID LIMESTONE

TOWN BRANCH BANDING • 1'X3' CONC. PLANKS

LEXINGTON, KY

WATER ST

WALLS MULTIUSE & PED PAVING • CIP CONC. W/ PRECAST UNIT EDGE

BIKE PATH • 4” W PRECAST UNIT W/ FLUSH CURB

WALL SIGNAGE CAP •PRECAST CONC.

KARST CASCADE • 3:1 SLOPE

PLANTING PROPOSED DECIDUOUS TREE

FOUNTAIN

EXISTING LANDSCAPE TO REMAIN

PROPOSED EVERGREEN TREE

TYPICAL WALL • GABION W/ LIMESTONE FILL

TAPERING WALL CONDITION • FLUSH TO FULL HEIGHT

KARST EMBANKMENT • 2:1 SLOPE

STORMWATER FEATURE

VEHICULAR WALL • 32” H CONC. W/ LIMESTONE VENEER STONE CURB • 4” H LIMESTONE

FLUSH CURB • PRECAST CONC.

KARST STREAMBED • 2% SLOPE TYP.

CURB CUT

PROPOSED MULTISTEM TREE

TRENCH DRAIN

EXISTING TREE

BENCH • PRE-CAST CONC.

CONTEXT

FUTURE DEVELOPMENT OUTSIDE R.O.W.

SCAP ARCH

ADJACENT OPPORTUNITIES 277 BROADWA OUTSIDE R.O.W. NEW YORK, NY

EXTENT OF BIOSWALE

T. 212 462 2628 office@scapestu

EXTENT OF R.O.W. PLANTING, SEE PLANTING SHEETS.

OVERHEAD STRUCTURE

WATER ST KARST PARK INTERIM PARKING

PEDESTRIAN PAVING, TYP. CIP CONC. WITH PRECAST CONC. EDGING

BICYCLE PATH, TYP. ASPHALT UNIT PAVERS WITH PRECAST CONC. EDGING

TOWN BRANCH BANDS, TYP. 1' X 3' PRECAST CONC. UNIT PAVERS

FREE-STANDING BENCH, TYP. PRECAST CONC.

ASPHALT

TYPICAL WALL, GABION WITH LIMESTONE FILL

3'

10'

7'-11" 7'-3"

FLUSH CURB, TYP. PRECAST CONC.

TYPICAL WALL, GABION WITH LIMESTONE FILL

E VINE ST

Scale: 1” = 30’

SCAPE

PAVING

TOWN BRANCH COMMONS

WALLS

HYDROLOGY

MULTIUSE & PED PAVING • CIP CONC. W/ PRECAST UNIT EDGE

PERMEABLE PLAZA • CRUSHED LIMESTONE

SIGNATURE WALL • DRY-LAID LIMESTONE

WALL SIGNAGE CAP •PRECAST CONC.

KARST CASCADE • 3:1 SLOPE

FOUNTAIN

TOWN BRANCH PAVING • PRECAST UNIT

LANE MARKER • PRECAST CONCRETE

TYPICAL WALL • GABION W/ LIMESTONE FILL

TAPERING WALL CONDITION • FLUSH TO FULL HEIGHT

KARST EMBANKMENT • 2:1 SLOPE

STORMWATER FEATURE

PLANTING PROPOSED DECIDUOUS TREE PROPOSED EVERGREEN TREE PROPOSED

CONTEXT EXISTING LANDSCAPE TO REMAIN FUTURE DEVELOPMENT OUTSIDE R.O.W.

SCAPE/LANDSCAPE ARCHITECTURE DPC

1622 MAY 26, 2017

53

LAYOUT & MATERIALS DIAGRAM


GEOMETRY & MATERIALS

TOWN BRANCH COMMONS DESIGN STANDARDS

BLOCK PLANS DOWNTOWN & VINE STREET

WATER ST

KARST PARK INTERIM PARKING

TOWN BRANCH BANDS, TYP. 1' X 3' PRECAST CONC. UNIT PAVERS TYPICAL WALL, GABION WITH LIMESTONE FILL

TOWN BRANCH PAVING, TYP. PRECAST CONC. UNIT PAVERS

FREE-STANDING BENCH, TYP. PRECAST CONC.

SIGNAGE WALL CAP, TYP. PRECAST CONC.

KU PLAZA

6'

8'

8'-5"

9'-3"

BICYCLE PATH, TYP. ASPHALT UNIT PAVERS WITH PRECAST CONC. EDGING

QUALITY ST

PEDESTRIAN PAVING, TYP. CIP CONC. WITH PRECAST CONC. EDGING

BECK ALY

E VINE ST

Scale: 1” = 30’ PAVING

SCAPE

TOWN BRANCH COMMONS

WALLS MULTIUSE & PED PAVING • CIP CONC. W/ PRECAST UNIT EDGE TOWN BRANCH PAVING • PRECAST UNIT TOWN BRANCH BANDING

PERMEABLE PLAZA • CRUSHED LIMESTONE LANE MARKER • PRECAST CONCRETE

HYDROLOGY SIGNATURE WALL • DRY-LAID LIMESTONE

WALL SIGNAGE CAP •PRECAST CONC.

KARST CASCADE • 3:1 SLOPE

FOUNTAIN

TYPICAL WALL • GABION W/ LIMESTONE FILL

TAPERING WALL CONDITION • FLUSH TO FULL HEIGHT

KARST EMBANKMENT • 2:1 SLOPE

STORMWATER FEATURE

VEHICULAR WALL

FLUSH CURB

KARST STREAMBED • 2% SLOPE TYP.

CURB CUT

PLANTING PROPOSED DECIDUOUS TREE PROPOSED EVERGREEN TREE PROPOSED MULTISTEM TREE

CONTEXT EXISTING LANDSCAPE TO REMAIN FUTURE DEVELOPMENT OUTSIDE R.O.W.

SCAPE/LANDSCAPE ARCHITECTURE DPC

ADJACENT OPPORTUNITIES 277 BROADWAY, SUITE 1606 OUTSIDE R.O.W.

1622 MAY 26, 2017 1"-30'

LAYOUT & 54 MATERIALS DIAGRAM


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

TOWN BRANCH COMMONS

WALLS MULTIUSE & PED PAVING • CIP CONC. W/ PRECAST UNIT EDGE

PERMEABLE PLAZA • CRUSHED LIMESTONE

TOWN BRANCH PAVING • PRECAST UNIT

LANE MARKER • PRECAST CONCRETE

TOWN BRANCH BANDING • 1'X3' CONC. PLANKS

LEXINGTON, KY

BIKE PATH • 4” W PRECAST UNIT W/ FLUSH CURB

HYDROLOGY SIGNATURE WALL • DRY-LAID LIMESTONE

WALL SIGNAGE CAP •PRECAST CONC.

PROPOSED EVERGREEN TREE

TAPERING WALL CONDITION • FLUSH TO FULL HEIGHT

KARST EMBANKMENT • 2:1 SLOPE

STORMWATER FEATURE

VEHICULAR WALL • 32” H CONC. W/ LIMESTONE VENEER STONE CURB • 4” H LIMESTONE

FLUSH CURB • PRECAST CONC.

KARST STREAMBED • 2% SLOPE TYP.

CURB CUT

PROPOSED MULTISTEM TREE

TRENCH DRAIN

EXISTING TREE

TOWN BRANCH BANDS, TYP. 1' X 3' PRECAST CONC. UNIT PAVERS

BICYCLE PATH, TYP. ASPHALT UNIT PAVERS WITH PRECAST CONC. EDGING

PLANTING PROPOSED DECIDUOUS TREE

TYPICAL WALL • GABION W/ LIMESTONE FILL

BENCH • PRE-CAST CONC.

EXTENT OF BIOSWALE

CONTEXT EXISTING LANDSCAPE TO REMAIN

SCAP ARCH

FUTURE DEVELOPMENT OUTSIDE R.O.W.

ADJACENT OPPORTUNITIES 277 BROADWA OUTSIDE R.O.W. NEW YORK, NY

T. 212 462 2628 office@scapestu

EXTENT OF R.O.W. PLANTING, SEE PLANTING SHEETS.

FREE-STANDING BENCH, TYP. PRECAST CONC.

PEDESTRIAN PAVING, TYP. CIP CONC. WITH PRECAST CONC. EDGING

FOUNTAIN

KARST CASCADE • 3:1 SLOPE

OVERHEAD STRUCTURE

ROSE ST

PAVING

TYPICAL WALL, GABION WITH LIMESTONE FILL

SIGNAGE WALL CAP, TYP. PRECAST CONC.

INTEGRAL BENCH, TYP. PRECAST CONC.

TOWN BRANCH PAVING, TYP. PRECAST CONC. UNIT PAVERS

3'

6'

8'

T

NE S

E VI

8'

4'

7'

8'

ROSE ST. GARDEN

ROSE ST

E VINE ST

Scale: 1” = 30’ PAVING

SCAPE

TOWN BRANCH COMMONS

WALLS MULTIUSE & PED PAVING • CIP CONC. W/ PRECAST UNIT EDGE TOWN BRANCH PAVING • PRECAST UNIT TOWN BRANCH BANDING

PERMEABLE PLAZA • CRUSHED LIMESTONE LANE MARKER • PRECAST CONCRETE

HYDROLOGY SIGNATURE WALL • DRY-LAID LIMESTONE

WALL SIGNAGE CAP •PRECAST CONC.

KARST CASCADE • 3:1 SLOPE

FOUNTAIN

TYPICAL WALL • GABION W/ LIMESTONE FILL

TAPERING WALL CONDITION • FLUSH TO FULL HEIGHT

KARST EMBANKMENT • 2:1 SLOPE

STORMWATER FEATURE

VEHICULAR WALL

FLUSH CURB

KARST STREAMBED • 2% SLOPE TYP.

CURB CUT

PLANTING PROPOSED DECIDUOUS TREE PROPOSED EVERGREEN TREE PROPOSED MULTISTEM TREE

CONTEXT EXISTING LANDSCAPE TO REMAIN FUTURE DEVELOPMENT OUTSIDE R.O.W.

SCAPE/LANDSCAPE ARCHITECTURE DPC

ADJACENT OPPORTUNITIES 277 BROADWAY, SUITE 1606 OUTSIDE R.O.W.

1622 MAY 26, 2017 1"-30'

LAYOUT & 55 MATERIALS DIAGRAM


GEOMETRY & MATERIALS

TOWN BRANCH COMMONS DESIGN STANDARDS

BLOCK PLANS DOWNTOWN & VINE STREET WATER ST

PEDESTRIAN PAVING, TYP. CIP CONC. WITH PRECAST CONC. EDGING TOWN BRANCH PAVING, TYP. PRECAST CONC. UNIT PAVERS SIGNAGE WALL CAP, TYP. PRECAST CONC.

2'-2" IN. 6'

8' M

BICYCLE PATH, TYP. ASPHALT UNIT PAVERS WITH PRECAST CONC. EDGING

MIN.

TOWN BRANCH BANDS, TYP. 1' X 3' PRECAST CONC. UNIT PAVERS

FREE-STANDING BENCH, TYP. PRECAST CONC.

7'-4"

FLUSH CURB, TYP. PRECAST CONC.

T

NE S

E VI

TYPICAL WALL, GABION WITH LIMESTONE FILL

T

NE S

E VI

OLD VINE ST Scale: 1” = 30’

SCAPE

56


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

PAVING

WALLS

TOWN BRANCH COMMONS

MULTIUSE & PED PAVING • CIP CONC. W/ PRECAST UNIT EDGE

PERMEABLE PLAZA • CRUSHED LIMESTONE

TOWN BRANCH PAVING • PRECAST UNIT

LANE MARKER • PRECAST CONCRETE

TOWN BRANCH BANDING • 1'X3' CONC. PLANKS

LEXINGTON, KY

BIKE PATH • 4” W PRECAST UNIT W/ FLUSH CURB

HYDROLOGY SIGNATURE WALL • DRY-LAID LIMESTONE

KARST EMBANKMENT • 2:1 SLOPE

STORMWATER FEATURE

VEHICULAR WALL • 32” H CONC. W/ LIMESTONE VENEER STONE CURB • 4” H LIMESTONE

FLUSH CURB • PRECAST CONC.

KARST STREAMBED • 2% SLOPE TYP.

CURB CUT

PROPOSED MULTISTEM TREE

TRENCH DRAIN

EXISTING TREE

BENCH • PRE-CAST CONC.

EXTENT OF BIOSWALE

EXISTING LANDSCAPE TO REMAIN FUTURE DEVELOPMENT OUTSIDE R.O.W.

ADJACENT OPPORTUNITIES 277 BROADWA OUTSIDE R.O.W. NEW YORK, NY EXTENT OF R.O.W.

PLANTING, SEE PLANTING SHEETS.

SCAP ARCH

T. 212 462 2628 office@scapestu

OVERHEAD STRUCTURE

AIN ST

PEDESTRIAN PAVING, TYP. CIP CONC. WITH PRECAST CONC. EDGING

ST

CONTEXT

EM

NE

PROPOSED EVERGREEN TREE

TAPERING WALL CONDITION • FLUSH TO FULL HEIGHT

TOWN BRANCH PAVING, TYP. PRECAST CONC. UNIT PAVERS

VI

PLANTING PROPOSED DECIDUOUS TREE

TYPICAL WALL • GABION W/ LIMESTONE FILL

BICYCLE PATH, TYP. ASPHALT UNIT PAVERS WITH PRECAST CONC. EDGING

E

FOUNTAIN

KARST CASCADE • 3:1 SLOPE

WALL SIGNAGE CAP •PRECAST CONC.

SIGNATURE WALL, TYP. STACKED LIMESTONE SLABS

INTEGRAL BENCH, TYP. PRECAST CONC. "

'-5

10

TOWN BRANCH BANDS, TYP. 1' X 3' PRECAST CONC. UNIT PAVERS 7'

TOWN BRANCH PAVING, TYP. PRECAST CONC. UNIT PAVERS

3'-

42

6"

8'

WATER FEATURE

"

'-1

VEHICULAR WALL, TYP. 32" H CONC. WITH LIMESTONE VENEER

13'-

10"

"

'-4

13

MAIN & VINE PLAZA

INE

EV

ST

AIN

EM ST

Scale: 1” = 30’ PAVING

SCAPE

TOWN BRANCH COMMONS

WALLS MULTIUSE & PED PAVING • CIP CONC. W/ PRECAST UNIT EDGE TOWN BRANCH PAVING • PRECAST UNIT TOWN BRANCH BANDING

PERMEABLE PLAZA • CRUSHED LIMESTONE LANE MARKER • PRECAST CONCRETE

HYDROLOGY SIGNATURE WALL • DRY-LAID LIMESTONE

WALL SIGNAGE CAP •PRECAST CONC.

KARST CASCADE • 3:1 SLOPE

FOUNTAIN

TYPICAL WALL • GABION W/ LIMESTONE FILL

TAPERING WALL CONDITION • FLUSH TO FULL HEIGHT

KARST EMBANKMENT • 2:1 SLOPE

STORMWATER FEATURE

VEHICULAR WALL

FLUSH CURB

KARST STREAMBED • 2% SLOPE TYP.

CURB CUT

PLANTING PROPOSED DECIDUOUS TREE PROPOSED EVERGREEN TREE PROPOSED MULTISTEM TREE

CONTEXT EXISTING LANDSCAPE TO REMAIN FUTURE DEVELOPMENT OUTSIDE R.O.W.

SCAPE/LANDSCAPE ARCHITECTURE DPC

ADJACENT OPPORTUNITIES 277 BROADWAY, SUITE 1606 OUTSIDE R.O.W.

1622 MAY 26, 2017 1"-30'

LAYOUT & 57 MATERIALS DIAGRAM


GEOMETRY & MATERIALS

TOWN BRANCH COMMONS DESIGN STANDARDS

BLOCK PLANS MIDLAND AVENUE & EAST END

TYPICAL WALL, GABION WITH LIMESTONE FILL

TOWN BRANCH BANDS, TYP. 1' X 3' PRECAST CONC. UNIT PAVERS

MULTIUSE PAVING, TYP. CIP CONC. WITH PRECAST CONC. EDGING

KARST EMBANKMENT,TYP. 1:1 SLOPE

FLUSH CURB, TYP. PRECAST CONC.

KARST STREAMBED, TYP. 2% SLOPE, TYP.

8'-11"

21'-9"

THOROUGHBRED RAIN GARDEN

FREE-STANDING BENCH, TYP. PRECAST CONC.

37'-2"

TOWN BRANCH PAVING, TYP. PRECAST CONC. UNIT PAVERS

MIDLAND AVE

Scale: 1” = 30’

EM

AIN

SCAPE TOWN BRANCH ST

58

PAVING

WALLS MULTIUSE & PED PAVING • CIP CONC. W/ PRECAST UNIT EDGE

PERMEABLE PLAZA • CRUSHED LIMESTONE LANE MARKER

HYDROLOGY SIGNATURE WALL • DRY-LAID LIMESTONE TYPICAL WALL

WALL SIGNAGE CAP •PRECAST CONC. TAPERING WALL CONDITION

KARST CASCADE • 3:1 SLOPE KARST EMBANKMENT

FOUNTAIN

STORMWATER

PLANTING PROPOSED DECIDUOUS TREE PROPOSED

CONTEXT EXISTING LANDSCAPE TO REMAIN FUTURE DEVELOPMENT

SCAPE/LANDSCAPE

1622 MAY 26, 2017

LAYOUT &


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

PAVING

TOWN BRANCH COMMONS LEXINGTON, KY

WALLS MULTIUSE & PED PAVING • CIP CONC. W/ PRECAST UNIT EDGE

PERMEABLE PLAZA • CRUSHED LIMESTONE

TOWN BRANCH PAVING • PRECAST UNIT

LANE MARKER • PRECAST CONCRETE

TOWN BRANCH BANDING • 1'X3' CONC. PLANKS BIKE PATH • 4” W PRECAST UNIT W/ FLUSH CURB

FOUNTAIN

KARST CASCADE • 3:1 SLOPE

WALL SIGNAGE CAP •PRECAST CONC.

PLANTING PROPOSED DECIDUOUS TREE PROPOSED EVERGREEN TREE

TYPICAL WALL • GABION W/ LIMESTONE FILL

TAPERING WALL CONDITION • FLUSH TO FULL HEIGHT

KARST EMBANKMENT • 2:1 SLOPE

STORMWATER FEATURE

VEHICULAR WALL • 32” H CONC. W/ LIMESTONE VENEER STONE CURB • 4” H LIMESTONE

FLUSH CURB • PRECAST CONC.

KARST STREAMBED • 2% SLOPE TYP.

CURB CUT

PROPOSED MULTISTEM TREE

TRENCH DRAIN

EXISTING TREE

BENCH • PRE-CAST CONC.

EXTENT OF BIOSWALE

CONTEXT EXISTING LANDSCAPE TO REMAIN FUTURE DEVELOPMENT OUTSIDE R.O.W.

T. 212 462 2628 office@scapestu

EXTENT OF R.O.W. PLANTING, SEE PLANTING SHEETS.

HO

RT

TOWN BRANCH BANDS, TYP. 1' X 3' PRECAST CONC. UNIT PAVERS

ST

MULTIUSE PAVING, TYP. CIP CONC. WITH PRECAST CONC. EDGING

INTEGRAL BENCH, TYP. PRECAST CONC. KARST STREAMBED, TYP. 2% SLOPE, TYP.

KARST EMBANKMENT,TYP. 1:1 SLOPE

TOWN BRANCH BANDS, TYP. 1' X 3' PRECAST CONC. UNIT PAVERS

OVERHEAD STRUCTURE

TYPICAL WALL, GABION WITH LIMESTONE FILL MULTIUSE PAVING, TYP. CIP CONC. WITH PRECAST CONC. EDGING

SIGNATURE WALL, TYP. STACKED LIMESTONE SLABS

TOWN BRANCH PAVING, TYP. PRECAST CONC. UNIT PAVERS SHORT ST. PLAZA 14'

THOROUGHBRED PLAZA

13'-1"

14' 11'-9"

MIDLAND AVE

MIDLAND AVE

Scale: 1” = 30’

SCAPE

SCAP ARCH

ADJACENT OPPORTUNITIES 277 BROADWA OUTSIDE R.O.W. NEW YORK, NY

STONE CURB, TYP. 4" H LIMESTONE

ES

STONE CURB, TYP. 4" H LIMESTONE

HYDROLOGY SIGNATURE WALL • DRY-LAID LIMESTONE

59


GEOMETRY & MATERIALS

TOWN BRANCH COMMONS DESIGN STANDARDS

BLOCK PLANS MIDLAND AVENUE & EAST END

14'

20'-11"

4'-2"

14' 4'-3"

14'

ST

4'-10"

TOWN BRANCH PAVING, TYP. PRECAST CONC. UNIT PAVERS

ND

KARST STREAMBED, TYP. 2% SLOPE, TYP.

MULTIUSE PAVING, TYP. CIP CONC. WITH PRECAST CONC. EDGING FREE-STANDING BENCH, TYP. PRECAST CONC.

E2

ST

KARST EMBANKMENT,TYP. 1:1 SLOPE

4'-6"

AL

TYPICAL WALL, GABION WITH LIMESTONE FILL

14'

RR CO

TOWN BRANCH BANDS, TYP. 1' X 3' PRECAST CONC. UNIT PAVERS

MIDLAND AVE

Scale: 1” = 30’

SCAPE

60


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

PAVING PERMEABLE PLAZA • CRUSHED LIMESTONE

TOWN BRANCH PAVING • PRECAST UNIT

LANE MARKER • PRECAST CONCRETE

TOWN BRANCH BANDING • 1'X3' CONC. PLANKS

LEXINGTON, KY

BIKE PATH • 4” W PRECAST UNIT W/ FLUSH CURB

TYPICAL WALL, GABION WITH LIMESTONE FILL FREE-STANDING BENCH, TYP. PRECAST CONC.

WALL SIGNAGE CAP •PRECAST CONC.

PLANTING PROPOSED DECIDUOUS TREE

TAPERING WALL CONDITION • FLUSH TO FULL HEIGHT

KARST EMBANKMENT • 2:1 SLOPE

STORMWATER FEATURE

VEHICULAR WALL • 32” H CONC. W/ LIMESTONE VENEER STONE CURB • 4” H LIMESTONE

FLUSH CURB • PRECAST CONC.

KARST STREAMBED • 2% SLOPE TYP.

CURB CUT

PROPOSED MULTISTEM TREE

TRENCH DRAIN

EXISTING TREE

BENCH • PRE-CAST CONC.

TOWN BRANCH PAVING, TYP. PRECAST CONC. UNIT PAVERS

CONTEXT EXISTING LANDSCAPE TO REMAIN

PROPOSED EVERGREEN TREE

TYPICAL WALL • GABION W/ LIMESTONE FILL

CHARLES YOUNG PLAZA

MULTIUSE PAVING, TYP. CIP CONC. WITH PRECAST CONC. EDGING KARST EMBANKMENT,TYP. 1:1 SLOPE

FOUNTAIN

KARST CASCADE • 3:1 SLOPE

FUTURE DEVELOPMENT OUTSIDE R.O.W.

SCAP ARCH

ADJACENT OPPORTUNITIES 277 BROADWA OUTSIDE R.O.W. NEW YORK, NY

EXTENT OF BIOSWALE

EXTENT OF R.O.W. PLANTING, SEE PLANTING SHEETS.

T. 212 462 2628 office@scapestu

OVERHEAD STRUCTURE

PERMEABLE PLAZA, TYP. CRUSHED LIMESTONE TOWN BRANCH PAVING, TYP. PRECAST CONC. UNIT PAVERS

LEWIS ST

KARST STREAMBED, TYP. 2% SLOPE, TYP.

TOWN BRANCH BANDS, TYP. 1' X 3' PRECAST CONC. UNIT PAVERS

HYDROLOGY SIGNATURE WALL • DRY-LAID LIMESTONE

SHROPSHIRE AVE

TOWN BRANCH COMMONS

WALLS MULTIUSE & PED PAVING • CIP CONC. W/ PRECAST UNIT EDGE

14' 7'-4"

4'-6"

7'-3"

4'-5"

14'

14'

14'

TYPICAL WALL, GABION WITH LIMESTONE FILL

MIDLAND AVE

MIDLAND AVE

Scale: 1” = 30’ PAVING

SCAPE

TOWN BRANCH COMMONS

WALLS MULTIUSE & PED PAVING • CIP CONC. W/ PRECAST UNIT EDGE TOWN BRANCH PAVING • PRECAST UNIT TOWN BRANCH BANDING

PERMEABLE PLAZA • CRUSHED LIMESTONE LANE MARKER • PRECAST CONCRETE

HYDROLOGY SIGNATURE WALL • DRY-LAID LIMESTONE

WALL SIGNAGE CAP •PRECAST CONC.

KARST CASCADE • 3:1 SLOPE

FOUNTAIN

TYPICAL WALL • GABION W/ LIMESTONE FILL

TAPERING WALL CONDITION • FLUSH TO FULL HEIGHT

KARST EMBANKMENT • 2:1 SLOPE

STORMWATER FEATURE

VEHICULAR WALL

FLUSH CURB

KARST STREAMBED • 2% SLOPE TYP.

CURB CUT

PLANTING PROPOSED DECIDUOUS TREE PROPOSED EVERGREEN TREE PROPOSED MULTISTEM TREE

CONTEXT EXISTING LANDSCAPE TO REMAIN FUTURE DEVELOPMENT OUTSIDE R.O.W.

SCAPE/LANDSCAPE ARCHITECTURE DPC

ADJACENT OPPORTUNITIES 277 BROADWAY, SUITE 1606 OUTSIDE R.O.W.

1622 MAY 26, 2017 1"-30'

LAYOUT & 61 MATERIALS DIAGRAM


GEOMETRY & MATERIALS

TOWN BRANCH COMMONS DESIGN STANDARDS

BLOCK PLANS MIDLAND AVENUE & EAST END

TOWN BRANCH PAVING, TYP. PRECAST CONC. UNIT PAVERS

KARST EMBANKMEN VEHICULAR WALL, TYP. 32" H CONC. WITH LIMESTONE VENEER

MULTIUSE PAVING, TYP. CIP CONC. WITH PRECAST CONC. EDGING

KARST STREAMBED, TYP. 2% SLOPE, TYP.

LEWIS ST

TOWN BRANCH BANDS, TYP. 1' X 3' PRECAST CONC. UNIT PAVERS

TYPICAL WALL, GABION WITH LIMESTONE FILL

PERMEABLE PLAZA, TYP. CRUSHED LIMESTONE

FREE-STANDING BENCH, TYP. PRECAST CONC.

MULTIUSE PAVING, TYP. CIP CONC. WITH PRECAST CONC. EDGING

KARST EMBANKMENT,TYP. 1:1 SLOPE

KARST CASCADE

KARST STREAMBED 2% SLOPE

6'-2"

12'-8"

14'

KARST CASCADE, TYP. 3:1 SLOPE

MIDLAND AVE

Scale: 1” = 30’ PAVING

SCAPE

TOWN BRANCH COMMONS

WALLS MULTIUSE & PED PAVING • CIP CONC. W/ PRECAST UNIT EDGE TOWN BRANCH PAVING • PRECAST UNIT TOWN BRANCH BANDING

PERMEABLE PLAZA • CRUSHED LIMESTONE LANE MARKER • PRECAST CONCRETE

HYDROLOGY SIGNATURE WALL • DRY-LAID LIMESTONE

WALL SIGNAGE CAP •PRECAST CONC.

KARST CASCADE • 3:1 SLOPE

FOUNTAIN

TYPICAL WALL • GABION W/ LIMESTONE FILL

TAPERING WALL CONDITION • FLUSH TO FULL HEIGHT

KARST EMBANKMENT • 2:1 SLOPE

STORMWATER FEATURE

VEHICULAR WALL

FLUSH CURB

KARST STREAMBED • 2% SLOPE TYP.

CURB CUT

PLANTING PROPOSED DECIDUOUS TREE PROPOSED EVERGREEN TREE PROPOSED MULTISTEM TREE

CONTEXT EXISTING LANDSCAPE TO REMAIN FUTURE DEVELOPMENT OUTSIDE R.O.W.

SCAPE/LANDSCAPE ARCHITECTURE DPC

ADJACENT OPPORTUNITIES 277 BROADWAY, SUITE 1606 OUTSIDE R.O.W.

1622 MAY 26, 2017 1"-30'

LAYOUT & 62 MATERIALS DIAGRAM


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

PAVING

TOWN BRANCH COMMONS

WALLS MULTIUSE & PED PAVING • CIP CONC. W/ PRECAST UNIT EDGE

PERMEABLE PLAZA • CRUSHED LIMESTONE

TOWN BRANCH PAVING • PRECAST UNIT

LANE MARKER • PRECAST CONCRETE

TOWN BRANCH BANDING • 1'X3' CONC. PLANKS

LEXINGTON, KY

HYDROLOGY SIGNATURE WALL • DRY-LAID LIMESTONE

BIKE PATH • 4” W PRECAST UNIT W/ FLUSH CURB

WALL SIGNAGE CAP •PRECAST CONC.

FOUNTAIN

KARST CASCADE • 3:1 SLOPE

PLANTING PROPOSED DECIDUOUS TREE PROPOSED EVERGREEN TREE

TYPICAL WALL • GABION W/ LIMESTONE FILL

TAPERING WALL CONDITION • FLUSH TO FULL HEIGHT

KARST EMBANKMENT • 2:1 SLOPE

STORMWATER FEATURE

VEHICULAR WALL • 32” H CONC. W/ LIMESTONE VENEER STONE CURB • 4” H LIMESTONE

FLUSH CURB • PRECAST CONC.

KARST STREAMBED • 2% SLOPE TYP.

CURB CUT

PROPOSED MULTISTEM TREE

TRENCH DRAIN

EXISTING TREE

BENCH • PRE-CAST CONC.

EXTENT OF BIOSWALE

CONTEXT EXISTING LANDSCAPE TO REMAIN FUTURE DEVELOPMENT OUTSIDE R.O.W.

ADJACENT OPPORTUNITIES 277 BROADWA OUTSIDE R.O.W. NEW YORK, NY EXTENT OF R.O.W.

PLANTING, SEE PLANTING SHEETS.

SCAP ARCH

T. 212 462 2628 office@scapestu

OVERHEAD STRUCTURE

L ID

M AN

VEHICULAR WALL, TYP. 32" H CONC. WITH LIMESTONE VENEER

D PI

KARST EMBANKMENT,TYP. 1:1 SLOPE

MULTIUSE PAVING, TYP. CIP CONC. WITH PRECAST CONC. EDGING

D IR TH

FREE-STANDING BENCH, TYP. PRECAST CONC.

TOWN BRANCH PAVING, TYP. PRECAST CONC. UNIT PAVERS

E

KARST CASCADE, TYP. 3:1 SLOPE

TOWN BRANCH BANDS, TYP. 1' X 3' PRECAST CONC. UNIT PAVERS

PERMEABLE PLAZA, TYP. CRUSHED LIMESTONE

ST

TYPICAL WALL, GABION WITH LIMESTONE FILL

KARST STREAMBED, TYP. 2% SLOPE, TYP.

14'

TOWN BRANCH TRAILHEAD

MID

LAN

DP

I

5'-6"

WATER FEATURE

MIDLAND AVE

ES

CH

IN

W R TE ST

Scale: 1” = 30’ PAVING

SCAPE

TOWN BRANCH COMMONS

WALLS MULTIUSE & PED PAVING • CIP CONC. W/ PRECAST UNIT EDGE TOWN BRANCH PAVING • PRECAST UNIT TOWN BRANCH BANDING

PERMEABLE PLAZA • CRUSHED LIMESTONE LANE MARKER • PRECAST CONCRETE

HYDROLOGY SIGNATURE WALL • DRY-LAID LIMESTONE

WALL SIGNAGE CAP •PRECAST CONC.

KARST CASCADE • 3:1 SLOPE

FOUNTAIN

TYPICAL WALL • GABION W/ LIMESTONE FILL

TAPERING WALL CONDITION • FLUSH TO FULL HEIGHT

KARST EMBANKMENT • 2:1 SLOPE

STORMWATER FEATURE

VEHICULAR WALL

FLUSH CURB

KARST STREAMBED • 2% SLOPE TYP.

CURB CUT

PLANTING PROPOSED DECIDUOUS TREE PROPOSED EVERGREEN TREE PROPOSED MULTISTEM TREE

CONTEXT EXISTING LANDSCAPE TO REMAIN FUTURE DEVELOPMENT OUTSIDE R.O.W.

SCAPE/LANDSCAPE ARCHITECTURE DPC

ADJACENT OPPORTUNITIES 277 BROADWAY, SUITE 1606 OUTSIDE R.O.W.

1622 MAY 26, 2017 1"-30'

LAYOUT & 63 MATERIALS DIAGRAM


GEOMETRY & MATERIALS

TOWN BRANCH COMMONS DESIGN STANDARDS

HARDSCAPE COMPONENTS OVERVIEW

COMPONENTS

The Town Branch Greenway is defined by a set of hardscape

1. Town Branch signature paving

components that work in concert to organize users, establish a

2. Intersections

safe streetscape environment, and create identifiable and visually

3. Multi-use paving

evocative experiences. The hardscape palette is unique to Town

4. Pedestrian paving

Branch Commons, and inspired by the design language of karst

5. Bicycle path

limestone, fence patterning, and the iconic rural Bluegrass stone

6. Planted edge

fences. The hardscape components showcase a contemporary

7. Crushed limestone

and urban interpretation of this palette, brought into downtown

8. Gravel strip

Lexington to mark the path of Town Branch Greenway. Hardscape

9. Curb & gutter

components include walls, paving, plazas, edges, and other

10. Town Branch walls

ground plane materials. Within each zone, this set of hardscape

11. Karst embankment & streambed

components reorganizes to accommodate different circulation

12. Karst cascade

types, Greenway cross-sections, and vegetative and hydrologic conditions.

SCAPE

64


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

TOWN BRANCH PAVING

TOWN BRANCH BANDS BICYCLE PATH

DIRECTIONAL SIGNAGE

INTERSECTION PAVING

SIGNATURE WALLS

Primary hardscape components of Town Branch Greenway

SCAPE

65


GEOMETRY & MATERIALS

TOWN BRANCH COMMONS DESIGN STANDARDS

TOWN BRANCH SIGNATURE PAVING & BANDING HARDSCAPE COMPONENTS

OVERVIEW The Town Branch signature paving and banding reflects the patterns of the Bluegrass region. Inspired by limestone geology hatch patterns, fence shadows, and wall construction methods, the Town Branch signature paving incorporates a light-tone hatch pattern into a concrete paving system that is distinct and recognizable. It is not used throughout; rather, the Town Branch signature paving is strategically applied at points where Greenway users are slowing down, stopping, or lingering for extended periods of time. These areas include plazas, seating areas, intersection approaches, and adjacent public space opportunities. The signature paving visually dissolves into intersections, directing users to streets and crosswalks. Town Branch signature paving works in concert with a number of other Town Branch hardscape elements, including the banding pattern, Town Branch walls, and signage end caps.

Concept pattern development

Rock fence pattern

Cast in place concrete with exposed aggregate finish

Example of precast concrete w

Horse fences pattern

Town Branch signature paving pattern

SCAPE

66


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

TOWB BRANCH PAVERS MUST TOUCH NO FEWER THAN ONE AND NO MORE THAN TWO OTHER TOWN BRANCH PAVERS

RUNS OF TOWN BRANCH PAVERS SHOULD REMAIN ON A CONSISTENT GRID THAT IS PERPENDICULAR OR PARALLEL TO TOWN BRANCH BANDING TOWN BRANCH PAVING (8"X8" CONCRETE PAVERS)

PAVING TO CORRESPOND TO GRID OF 4"x4" PAVERS

RUNS OF TOWN BRANCH PAVERS TO BE UNIDIRECTIONAL

TOWN BRANCH PAVING LIMITED TO PEDESTRIAN WALKWAY

IN TRANSITION AREAS, TOWN BRANCH PAVERS TO BE LAID OUT IN LONGER RUNS TO GIVE PAVING A SENSE OF MOVEMENT AND DIRECTION

8" MIN. BETWEEN TOWN BRANCH PAVING AND TOWN BRANCH BANDING

Town Branch signature paving layout plan

SCAPE

67


GEOMETRY & MATERIALS

TOWN BRANCH COMMONS DESIGN STANDARDS

TOWN BRANCH SIGNATURE PAVING & BANDING HARDSCAPE COMPONENTS

CONCEPT Town Branch signature paving and banding marks key points where users should slow down and increase their awareness of potential circulation conflicts. These areas include the approach

TOWN BRANCH SIGNATURE PAVING

·

TOWN BRANCH BANDS 1'X3' PRECAST CONCRETE UNIT PAVERS

·

TOWN BRANCH PAVING 8"X8" PRECAST CONCRETE UNIT PAVERS WITHIN GRID OF 4"X4" PRECAST CONCRETE UNIT PAVERS

to major intersections, mid-block vehicular crossings, adjacent public spaces, and linear seating areas. Banding extends across bike and pedestrian paths to act as ‘rumble strips’ for user traffic, always occurring at intersections in sets of three lines perpendicular to the path. Angled bands mark the edges

RUNS OF TOWN BRANCH PAVERS TO BE UNIDIRECTIONAL

TOWN BRANCH PAVING, TYP. TOWN BRANCH BANDS, TYP.

of signature paving zones and larger public spaces. Bands

PAVING TO CORRESPOND TO GRID OF 4"x4" PAVERS

IN TRANSITION AREAS, TOWN BRANCH PAVERS TO BE LAID OUT IN LONGER RUNS TO GIVE PAVING A SENSE OF MOVEMENT AND DIRECTION

and paving inserts are brighter in tone than the surrounding pavement and stand out to bicyclists and pedestrians. Bands also vertically integrate and align with pedestrian wall features

RUNS OF TOWN BRANCH PAVERS SHOULD REMAIN ON A CONSISTENT GRID THAT IS PERPENDICULAR OR PARALLEL TO TOWN BRANCH BANDING

TOWN BRANCH PAVERS MUST TOUCH NO FEWER THAN ONE AND NO MORE THAN TWO OTHER TOWN BRANCH PAVERS

8" MIN. 8" MIN.

aesthetic of the Town Branch Greenway.

TOWN BRANCH PAVING LIMITED TO MULTI-USE PATH

to mark public spaces and crossing, and reinforce the unique

8" MIN. BETWEEN TOWN BRANCH PAVING AND TOWN BRANCH BANDS 8" MIN. BETWEEN TOWN BRANCH PAVING AND PATH EDGING

45°

L

TYP

C

CL

.

VEHICULAR WALL 32" H CONC. W/ LIMESTONE VENEER

Town Branch signature paving pattern

SCAPE

Town Branch signature banding layout plan

68


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

VARIES, SEE PLAN

FILTER FABRIC 1' x 3' x 3" THK. PRECAST CONCRETE PLANK PAVER

6" MIN. 6" 5" 3" MIN.

6" MIN. 4"

6" MIN. 4"

1" THK. MORTAR SETTING BED 5" THK. C.I.P. CONCRETE CURB 6" MIN.

6" MIN. 4"

PLANTING SOIL

1' x 3' x 4" THK. PRECAST CONCRETE CRUSHED LIMESTONE PLACED IN CURB EDGE. ALL EXPOSED EDGES CRUSHED LIMESTONE PLACED IN 2" LIFTS EASED, FACES FINISHED. 2" LIFTS FILTER FABRIC 4" X 4" OR 8" X 8" PRECAST CONCRETE FILTER FABRIC PAVERS, TYP. SANDPRECAST SWEPT JOINTS 1' x 3'WITH x 3" THK. 1' x 3' x 3" THK. PRECAST CONCRETE PLANKBED PAVER 1" THK. DRY PACK SETTING CONCRETE PLANK PAVER PLANTING SOIL PLANTING SOIL 1" THK. MORTAR SETTING BED 1" THK. MORTAR BED 5" SETTING THK. C.I.P. CONCRETE CURB 5" THK. C.I.P. CONCRETE CURB

COMPACTED AGGREGATE BASE COURSE COMPACTED SUBGRADE

6" MIN.

CRUSHED LIMESTONE PLACED IN 2" LIFTS

COMPACTED AGGREGATE COURSE REINFORCED CONCRETE SLAB WITHBASE #4 WWM COMPACTED AGGREGATE COURSE COMPACTEDBASE SUBGRADE COMPACTED AGGREGATE BASE COURSE COMPACTED SUBGRADE LUMP CONCRETE AT CURB EDGE COMPACTED SUBGRADE TOWN BRANCH PAVING TOWN BRANCHAT PAVING PLANTING / D.G. Scale: 1/2” = 1’ - 0” AT PLANTING / D.G.

Scale: 1/2” = 1’ - 0”

TOWN BRANCH PAVING TOWN BRANCH PAVING REINFORCED CONCRETE WITH #4 WWM REINFORCED CONCRETE WITH #4 WWM 1' x 3' x 3" THK. PRECAST CONCRETE PLANK PAVER 1' x 3' x 3" THK. PRECAST CONCRETE PLANK PAVER 1" THK. DRY PACK BED 1" THK. DRY PACK BED 1 8" JOINT TOWN1BRANCH PAVING 8" JOINT PROVIDE LUBRICATED DOWELS AS REQUIRED PROVIDE LUBRICATED DOWELS AS REQUIRED 1' x 3' x 3" THK. PRECAST MULTI-USE AND PEDESTRIAN PAVING CONCRETE PLANKAND PAVER MULTI-USE PEDESTRIAN PAVING 6" MIN. 5" 3"

6" MIN. 5" 3"

6" MIN. 5" 3"

D

TOWN BRANCH PAVING TOWN BRANCH PAVING 1' x 3' x 3" THK. PRECAST 1' x 3' x 3" THK. PRECAST CONCRETE PLANK PAVER CONCRETE PLANK PAVER 6" MIN. 5" 3"

PAVER

TOWN BRANCH PAVING SCALE: 1 2" = 1'-0"

REINFORCED CONCRETE WITH #4 WWM COMPACTED AGGREGATE BASE COURSE COMPACTED AGGREGATE BASE COURSE COMPACTED AGGREGATE BASE COURSE COMPACTED SUBGRADE COMPACTED SUBGRADE COMPACTED SUBGRADE

6" MIN. 5" 3"

TOWN BRANCH BANDS AT PLANTING/CRUSHED LIMESTONE AT PLANTING / D.G.

COMPACTED SUBGRADE COMPACTED SUBGRADE

TOWN BRANCH BANDS - ADJACENT TO CIP PAVEMENT

TOWN BRANCH BANDS AT PRECAST CONCRETE UNIT PAVERS

Scale: 1/2” = 1’ - 0”

Scale: 1/2” = 1’ - 0”

AT PRECAST CONCRETE UNIT PAVERS ADJACENT TO C.I.P. PAVEMENT ADJACENT TO C.I.P. PAVEMENT

SCAPE

REINFORCED CONCRETE WITH #4 WWM REINFORCED CONCRETE WITH #4 WWM COMPACTED AGGREGATE BASE COURSE COMPACTED AGGREGATE BASE COURSE

AT PRECAST CONCRETE UNIT PAVERS AT PRECAST CONCRETE UNIT PAVERS

69


GEOMETRY & MATERIALS

TOWN BRANCH COMMONS DESIGN STANDARDS

INTERSECTIONS HARDSCAPE COMPONENTS

CONCEPT Bike and pedestrian intersection zones within the Greenway have been designed to provide safe crossings that blend intuitively with the bike, pedestrian, and multiuse paths while following, AASHTO, PROWAG, and NACTO recommendations. ADA ramps will be marked with precast concrete truncated domes detectable warning strips. Ramp slopes are to be a maximum of 1:12 slope. For north south crossings, an area of refuge has been located to provide safe place for pedestrians crossing the bike path. The recommended design includes a continually sloped curb along the intersection radius (see photo), but a split ramp

WATER ST

may also be pursued (as per plan). See the Appendix for more detailed engineering guidelines. Midblock crossings: All mid-block crossings (where the Town Branch paths cross

PEDESTRIAN PAVING, TYP. CIP CONC. WITH PRECAST CONC. EDGING

driveways and smaller secondary streets), all areas should

TOWN BRANCH PAVING, TYP. PRECAST CONC. UNIT PAVERS

include a 4” tabletop condition for the bike and pedestrian

SIGNAGE WALL CAP, TYP.

pathways to remain elevated above the adjacent street. This 4” tabletop condition creates a greater sense of visual

TYPICAL WALL, GABION WITH LIMESTONE FILL

continuity across the Greenway and signifies to drivers they are

2'-2" IN. 6'

8' M

BICYCLE PATH, TYP. ASPHALT UNIT PAVERS WITH PRECAST CONC. EDGING

MIN.

TOWN BRANCH BANDS, TYP. 1' X 3' PRECAST CONC. UNIT PAVERS

FREE-STANDING BENCH, TYP. PRECAST CONC.

7'-4"

FLUSH CURB, TYP. PRECAST CONC.

approaching a pedestrian zone.

Precast concrete texture

CONC. Example of precast concrete PRECAST truncated domes

Continuous curb cut to facilitate crossing in both directions

Unit pavers

Town Branch typical intersection

Midblock crossing between Main St & Rose St

SCAPE

70

T

NE S

E VI


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

SIGNAGE WALL CAP PRECAST CONC. 1'

7'

1'

7'

1'

11'-1" SHOWN 7' MIN. PEDESTRIAN PATH

LANE MARKER, TYP. PRECAST CONCRETE UNIT PAVERS

3'

12:1

2'-6" MIN. FOR PLANTING

TOWN BRANCH PAVING, TYP. PRECAST CONCRETE UNIT PAVERS

STORMWATER FEATURE, TYP. 8' MAX. 4' MIN.

8' O.C. TYP.

R134'-5" SH OWN R42' - 15 M PH MIN.

12:1

12:1

R1 5 MI '-0" N.

6' MIN. CROSSING SAFE ZONE

8' MIN BICYCLE PATH

4' O.C. TYP.

P.C.

ROADSIDE BUFFER, TYP.

WALL LIGHTING, TYP. SEE PROGRAM PLANS. ADA SAFETY STRIP 15' MIN.

TOWN BRANCH BANDS PRECAST CONCRETE UNIT PAVERS 4' MIN.

Typical plan of Town Branch paving in Downtown area

SCAPE

71


GEOMETRY & MATERIALS

TOWN BRANCH COMMONS DESIGN STANDARDS

MULTI-USE PAVING HARDSCAPE COMPONENTS

CONCEPT ALIGN Multiuse and pedestrian paving occurs throughout all Town Branch Greenway zones. These walkways are comprised of cast in place concrete with an exposed aggregate finish and saw cut joints. The concrete is reinforced with welded wire mesh and is installed over a compacted aggregate base.

CONTROL JOINTS, TYP. LANE MARKER, TYP.

14' MULTI-USE PATH, TYP.

1'

BLUEGRASS PLANTING

PATH EDGING, TYP. 4"X8" PRECAST CONCRETE

MULTIUSE PAVING CIP CONC. WITH PRECAST CONCRETE EDGING

TOWN BRANCH BANDS PRECAST CONCRETE UNIT PAVERS

TOWN BRANCH BANDS EXTENDS ACROSS PATH EDGING

Precast concrete texture

Unit pavers

PERMEABLE PLAZA CRUSHED LIMESTONE

TOWN BRANCH PAVING, TYP. PRECAST CONCRETE UNIT PAVERS Town Branch multi-use paving

SCAPE

Typical plan of Town Branch paving in Midland area

72


SCAPE

1' X 3' X 4" 1' THK. X 3'PRECAST X 4" THK. CONCRETE PRECAST CONCRETE CURB EDGE. CURB EDGE. ALL EXPOSED ALL EXPOSED EDGES EASED, EDGES FACES EASED, FINISHED. FACES FINISHED.

X 3'PRECAST X 4" THK. CONCRETE PRECAST CONCRETE CURB EDGE. 1' X 3' X 4" 1' THK. CURB EDGE. ALL EXPOSED EDGES EASED, FACES FINISHED. ALL EXPOSED EDGES EASED, FACES FINISHED.

VARIES, SEE VARIES, PLAN SEE PLAN

VARIES, SEE PLAN SEE PLAN VARIES, 8" MAX., TYP.

C.I.P. CONCRETE C.I.P. CONCRETE WITH WITH EXPOSED EXPOSED AGGREGATE AGGREGATE FINISH FINISH

8" MAX., TYP.

C.I.P. CONCRETE C.I.P. CONCRETE WITH WITH EXPOSED EXPOSED AGGREGATE AGGREGATE FINISH FINISH

7"

SAWCUT SCORE JOINT, TYP. SAWCUT SCORE JOINT, TYP.

8"

SAWCUT SCORE JOINT, TYP. SAWCUT SCORE JOINT, TYP.

7"

EXPANSION JOINT AS REQUIRED, TYP. EXPANSION JOINT AS REQUIRED, TYP. COORDINATE LOCATIONLOCATION WITH JOINTING COORDINATE WITH DIAGRAM JOINTING DIAGRAM

8"

EXPANSION JOINT AS REQUIRED, TYP. EXPANSION JOINT AS REQUIRED, TYP. COORDINATE LOCATIONLOCATION WITH JOINTING COORDINATE WITH DIAGRAM JOINTING DIAGRAM

8" MAX., TYP.

5" 6"

MULTIUSE PAVING NON-VEHICULAR NON-VEHICULAR NON-VEHICULAR Scale: 1/2” = 1’ - 0”

8" MAX., TYP.

5" 6"

TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

LUMP CONCRETE AT CURB EDGE LUMP CONCRETE AT CURB EDGE

LUMP CONCRETE AT CURB EDGE LUMP CONCRETE AT CURB EDGE

REINFORCED CONCRETECONCRETE SLAB WITHSLAB #4 WWM REINFORCED WITH #4 WWM

REINFORCED CONCRETECONCRETE SLAB WITHSLAB #4 WWM REINFORCED WITH #4 WWM

COMPACTED AGGREGATE BASE COURSE COMPACTED AGGREGATE BASE COURSE

COMPACTED AGGREGATE BASE COURSE COMPACTED AGGREGATE BASE COURSE

COMPACTED SUBGRADESUBGRADE COMPACTED

COMPACTED SUBGRADESUBGRADE COMPACTED

MULTIUSE PAVING VEHICULAR Scale: 1/2” = 1’ - 0”

VEHICULAR VEHICULAR 73


GEOMETRY & MATERIALS

TOWN BRANCH COMMONS DESIGN STANDARDS

PEDESTRIAN PAVING HARDSCAPE COMPONENTS

CONCEPT 1'-6"

Multiuse and pedestrian paving occurs throughout all Town Branch Greenway zones. These walkways are comprised of cast in place concrete with an exposed aggregate finish and saw cut

4"

joints. The concrete is reinforced with welded wire mesh and is installed over a compacted aggregate base.

SIGNATURE WALL STACKED LIMESTONE SLAB

GRAVEL CHANNEL, TYP. STEEL EDGE

PATH EDGING, TYP. 4" X 8" PRECAST CONCRETE

MULTIUSE & PEDESTRIAN PAVING CIP CONC. WITH PRECAST CONCRETE EDGING

1'

TOWN BRANCH BANDS PRECAST CONCRETE UNIT PAVERS

TYPICAL WALL GABION WITH LIMESTONE FILL Exposed aggregate concrete

Town Branch pedestrian paving

SCAPE

Exposed aggregate concrete

Scale: 1”=1’-0”

74

0

0.5'

1'

2'

3'


SCAPE

C.I.P. CONCRETE C.I.P. CONCRETE WITH WITH EXPOSED EXPOSED AGGREGATE AGGREGATE FINISHFINISH

1' X 3' 1' XX 4"3'THK. X 4"PRECAST THK. PRECAST CONCRETE CONCRETE CURB CURB EDGE.EDGE. ALL EXPOSED ALL EXPOSED EDGES EDGES EASED, EASED, FACESFACES FINISHED. FINISHED.

X 4"PRECAST THK. PRECAST CONCRETE 1' X 3' 1' XX 4"3'THK. CONCRETE CURB CURB EDGE.EDGE. ALL EXPOSED EDGES EASED, FINISHED. ALL EXPOSED EDGES EASED, FACESFACES FINISHED.

VARIES, VARIES, SEE PLAN SEE PLAN

VARIES, SEE PLAN VARIES, SEE PLAN 8" MAX., TYP. 8" MAX., TYP.

C.I.P. CONCRETE C.I.P. CONCRETE WITH WITH EXPOSED EXPOSED AGGREGATE AGGREGATE FINISHFINISH

7"

SAWCUT SCORE JOINT,JOINT, TYP. TYP. SAWCUT SCORE

8"

SAWCUT SCORE JOINT,JOINT, TYP. TYP. SAWCUT SCORE

7"

EXPANSION JOINTJOINT AS REQUIRED, TYP. TYP. EXPANSION AS REQUIRED, COORDINATE LOCATION WITH JOINTING DIAGRAM COORDINATE LOCATION WITH JOINTING DIAGRAM

8"

5" 6"

PEDESTRIAN PAVING NON-VEHICULAR NON-VEHICULAR NON-VEHICULAR Scale: 1/2” = 1’ - 0”

EXPANSION JOINTJOINT AS REQUIRED, TYP. TYP. EXPANSION AS REQUIRED, COORDINATE LOCATION WITH JOINTING DIAGRAM COORDINATE LOCATION WITH JOINTING DIAGRAM

8" MAX., TYP. 8" MAX., TYP.

5" 6"

TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

LUMP LUMP CONCRETE AT CURB EDGE EDGE CONCRETE AT CURB

LUMP LUMP CONCRETE AT CURB EDGE EDGE CONCRETE AT CURB

REINFORCED CONCRETE SLAB WITH WWM REINFORCED CONCRETE SLAB #4 WITH #4 WWM

REINFORCED CONCRETE SLAB WITH WWM REINFORCED CONCRETE SLAB #4 WITH #4 WWM

COMPACTED AGGREGATE BASE BASE COURSE COMPACTED AGGREGATE COURSE

COMPACTED AGGREGATE BASE BASE COURSE COMPACTED AGGREGATE COURSE

COMPACTED SUBGRADE COMPACTED SUBGRADE

COMPACTED SUBGRADE COMPACTED SUBGRADE

PEDESTRIAN PAVING VEHICULAR Scale: 1/2” = 1’ - 0”

VEHICULAR VEHICULAR 75


GEOMETRY & MATERIALS

TOWN BRANCH COMMONS DESIGN STANDARDS

BICYCLE PATH HARDSCAPE COMPONENTS

CONCEPT

8'

The Bicycle Path is a modular asphalt pavement set in a bituminous setting bed and installed over a reinforced cast in place concrete slab. The paving units are 4”x8”x3” thick with 4”x4”x3” thick precast concrete pavers insets that serve as lane delineation. The pavers are placed in a running bond patter with their long edges perpendicular to the path of travel. A 12” deep

LANE MARKER, PRECAST CONCRETE UNIT PAVERS @ 8'-0" O.C.

x 4” wide precast pavement edge borders both sides of the pathway.

BICYCLE ASPHALT UNIT PAVERS WITH PRECAST CONCRETE EDGING

STEEL EDGE

PATH EDGING, TYP. 4" X 8" PRECAST CONCRETE

1'

TOWN BRANCH BANDS PRECAST CONCRETE UNIT PAVERS

Asphalt pavers

Bicycle path

SCAPE

Asphalt pavers with paved edge

Scale: 1”=1’-0”

76

0

0.5'

1'

2'

3'


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

4" x 8" ASPHALT PAVERS, SET ON NEOPRENE TACK COAT REINFORCED CONCRETE SLAB WITH #4 WWM NEOPRENE JOINT, TYP. 1' X 3' X 4" THK. PRECAST CONCRETE CURB. ALL EXPOSED EDGES EASED, FACES FINISHED.

8"

6" 3"

8" MAX., TYP.

VARIES, SEE PLAN

LUMP CONCRETE AT CURB EDGE COMPACTED AGGREGATE BASE COURSE COMPACTED SUBGRADE

BICYCLE PATH Scale: 1/2” = 1’ - 0”

SCAPE

BIKE PATH SCALE: 21" = 1'-0" 77


GEOMETRY & MATERIALS

TOWN BRANCH COMMONS DESIGN STANDARDS

PLANTED EDGE HARDSCAPE COMPONENTS

CONCEPT The planted edge is a paving condition that only appears in

LANE MARKER, TYP. PRECAST CONC.

the Bluegrass areas along Midland Avenue. The Town Branch banding extends into the Bluegrass strip and intersects the lawn planting, merging planting and paving at select intersections. A paver edge separates the multi-use trail from the planting area.

BLUEGRASS PLANTING

1'

TOWN BRANCH BANDS PRECAST CONCRETE UNIT PAVERS

4"

PATH EDGING, TYP. 4"x8" PRECAST CONCRETE

TREE , TYP.

Planting and paving

Planted edge

MULTIUSE PAVING CIP CONC. WITH PRECAST CONCRETE EDGING

BLUEGRASS PLANTING

TOWN BRANCH BANDS EXTEND ACROSS PATH EDGING INTO BLUEGRASS PLANTING

Planting and paved edge

Scale: 1/2” = 1’-0”

SCAPE TOWN BRANCH

78

SCAPE/LANDSCAPE

0000

MIDLAND AVENUE


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

CRUSHED LIMESTONE HARDSCAPE COMPONENTS

CONCEPT 1'

The crushed limestone pavement is blended with an appropriate stabilizing product prior to being placed in 2 equal lifts. Crushed limestone paving always occurs in tandem with urban groves and tree planting zones, with structural soil below.

PERMEABLE PLAZA CRUSHED LIMESTONE

MULTIUSE PAVING CIP CONC. WITH PRECAST CONCRETE EDGING

TREE PLANTING IN CRUSHED LIMESTONE, TYP. TOWN BRANCH BANDS PRECAST CONCRETE UNIT PAVERS

PATH EDGING, TYP. 4"X8" PRECAST CONCRETE

TOWN BRANCH BANDING EXTENDS ACROSS PATH EDGING INTO DECOMPOSED GRANITE

LANE MARKER, TYP. PRECAST CONC. Stone screenings and paving

Crushed limestone and paving

SCAPE TOWN BRANCH

Crushed stone with paved edge

Scale: 1/2” = 1’-0”

79

SCAPE/LANDSCAPE

0000

MIDLAND AVENUE


GEOMETRY & MATERIALS

TOWN BRANCH COMMONS DESIGN STANDARDS

GRAVEL STRIP HARDSCAPE COMPONENTS

CONCEPT PEDESTRIAN PATH OR MULTI-USE PATH, WIDTH VARIES

The gravel strip helps provide a pervious edge along the signature Town Branch wall and buffer the walls irregular face

4" MIN. GRAVEL EDGE AGAINST FACE OF WALL

1'-6"

and alongside the adjacent concrete pathway.

STEEL EDGE

GRAVEL EDGE TO FACE OF WALL

UNDERDRAIN BELOW

TOWN BRANCH CONCRETE INSERT

Crushed stone with paving

Gravel strip

SCAPE

18" DRY LAID SIGNATURE STONE WALL

Gravel channel along paved edge

Scale: 1/2” = 1’-0”

80


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

CURB & DRAIN HARDSCAPE COMPONENTS

DIRECTION OF WATER FLOW

CONCEPT Numerous curb cuts have been proposed along Town Branch Greenway to route stormwater runoff into the swale system. The curb cuts will be several feet in width to capture and route

TREE , TYP.

stormwater runoff without significant bypass of flows. Curb cuts have initially been aligned to have maximum spacing

8' MIN. TYP. BICYCLE PATH

5'-6"

of approximately 100 feet. A steel casting / wheel guard is recommended at the location of the curb cuts to maintain the

2'-9" SHOWN 2'-6" MIN.

curb line and minimize impacts from adjacent vehicular traffic. A stone system or equivalent will be needed to the location of the curb cuts for energy dissipation purposes.

TRENCH DRAIN, TYP.

CURB CUT INLET, TYP.

1:1

4:1

3' TYP.

CL

TYPICAL WALL, GABION WITH LIMESTONE

Curb cut

PATH EDGING, TYP. 4"X8" PRECAST CONCRETE

Curb cut

Example curb but directly to bioswale. (Source: Strand Associates)

CREEKSIDE PLANTING, TYP.

BICYCLE PATH, TYP. ASPHALT UNIT PAVERS WITH PRECAST CONCRETE EDGING

ROADSIDE BUFFER, TYP.

LANE MARKERS, TYP. Curb cut & trench drain

SCAPE

Scale: 1/2” = 1’-0”

81

0

0.5'

1'

2'

3'


GEOMETRY & MATERIALS

TOWN BRANCH COMMONS DESIGN STANDARDS

TOWN BRANCH WALLS OVERVIEW The Town Branch walls are a contemporary and urban interpretation of the iconic features of Lexington’s Bluegrass landscape – rock fences, horse fences, and karst limestone ledges. Walls mark the extent of the Town Branch Greenway and vary in response to site conditions, performing different functions within the public space. Signature Town Branch walls made of large stacked stone slabs reflect the angled ‘edge fences’ of the Bluegrass region. Edge fences are historically diagonally coursed rock fences, without a coping, that are found near watercourses in the inner and outer bluegrass. Along the Town Branch Greenway, signature Town Branch walls mark primary intersections and public spaces along the project length, integrating with signature banding and paving patterns previously described. Other wall types respond to more diverse conditions, supporting bioswale edges, protecting against vehicular conflicts, defining the movement of water, and creating areas of seating and social space. The shifting and moving language of walls are a critical design element and identity

Kentucky bluegrass landscape and iconic horse fences

Study of Town Branch signature walls

driver for the Town Branch Greenway.

WALL TYPES 1. Typical wall 2. Signature wall 3. Signature wall transition 4. Vehicular wall 5. Vehicular wall transition 6. Wall-integrated bench 7. Flush curb 8. Stone curb 9. Karst embankment & streambed 10. Karst cascade

Exposed karst wall and streambed

SCAPE

Historic rock wall

82


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

Concept image of Town Branch signature wall and karst streambed

SCAPE

Concept image of Town Branch signature wall and stormwater creek

83


GEOMETRY & MATERIALS

TOWN BRANCH COMMONS DESIGN STANDARDS

MIDLAND WALL LAYOUT

3 Third St

TYPICAL PLAN

CONCEPT

C

Town Branch walls change in extent, elevation, and alignment based upon the individual parameters and constraints of each block. No block is alike – each has distinct subgrade utility conditions to consider, unique public and open space

Lewis St

opportunities, and unique water flow conditions.

B

Along Midland Avenue, walls separate pedestrian and vehicular traffic at points, and in other zones separate larger scale

A

rainwater collection areas from circulation flows. In select areas along Midland Avenue, the Town Branch walls cascade into the ‘stormwater creeks’ to separate levels of water collection, acting as small wiers and creating unique hydrological zones.

Vehicular wall +32”

These drawings showcase wall performance and elevation within select block of Midland Ave.

Vehicular wall

Typical wall Typical wall

(transition)

+18”

+18”

Karst cascade Signature wall

Typical wall

(varies)

+18”

(transition) Typical wall

Signature wall

+18”

(transition) Signature wall Signature wall

(transition)

(transition)

Vehicular wall Vehicular wall

(transition)

+32”

SCAPE

MIDLAND WALL LAYOUT - ENLARGEMENT A

MIDLAND WALL LAYOUT - ENLARGEMENT B

MIDLAND WALL LAYOUT - ENLARGEMENT C

Scale: NOT TO SCALE

Scale: NOT TO SCALE

Scale: NOT TO SCALE

84


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

DOWNTOWN & VINE ST WALL LAYOUT TYPICAL PLAN Quality St

CONCEPT

Ayers Alley

Downtown, walls separate pedestrian and bicycle traffic, and are

C

S Martin Luther King BLVD (above)

extruded to an 18” height where space allows. At points, walls accommodate seating. In narrower zones where more circulation flexibility is needed or subgrade utilities prevent full height wall construction, the wall transforms into a flush curb or 4” height textured karst curb.

B

Hernando Alley

These drawings showcase wall performance, design intent, and elevation within select blocks of the downtown. b S Limestone

A Transit Center

Flush curb Signature wall

+0”

+18”

SCAPE

Signature wall

Signature wall

(transition)

+18”

Signature wall

Typical wall

Signature wall

(transition)

+18”

+18”

Typical wall

Typical wall

Signature wall

Typical wall

+18”

+18”

(transition)

+18”

Signage cap

DOWNTOWN & VINE ST WALL LAYOUT - ENLARGEMENT A

DOWNTOWN & VINE ST WALL LAYOUT - ENLARGEMENT B

DOWNTOWN & VINE ST WALL LAYOUT - ENLARGEMENT C

Scale: NOT TO SCALE

Scale: NOT TO SCALE

Scale: NOT TO SCALE

85


GEOMETRY & MATERIALS

TOWN BRANCH COMMONS DESIGN STANDARDS

DOWNTOWN & WEG WALL LAYOUT TYPICAL PLAN S Mill St

Signature wall +18” Signature wall (transition)

Signage cap

Stone curb +4” S Broadway Signage cap

Signature wall +18” Signature wall (transition) Typical wall Signature wall DOWNTOWN & WEG WALL LAYOUT - ENLARGEMENT A Scale: NOT TO SCALE

Signature wall

Typical wall (transition)

(transition)

+18”

S Upper St

Signage cap

+18” Signature wall (transition)

Stone curb +4” S Mill St

Existing wall

DOWNTOWN & WEG WALL LAYOUT - ENLARGEMENT B Scale: NOT TO SCALE

SCAPE

86


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

RUPP DISTRICT WALL LAYOUT TYPICAL PLAN

Broadway &

Triangle Park

Vine St

W Main St

C

B Tucker St Rupp Arena Lexington Convention Center

A Signature wall

Signature wall

Signature wall

(transition)

+18”

(transition)

Signage cap Flush curb +0”

Flush curb +0”

SCAPE

MIDLAND WALL LAYOUT - ENLARGEMENT A

MIDLAND WALL LAYOUT - ENLARGEMENT B

MIDLAND WALL LAYOUT - ENLARGEMENT C

Scale: NOT TO SCALE

Scale: NOT TO SCALE

Scale: NOT TO SCALE

87


GEOMETRY & MATERIALS

TOWN BRANCH COMMONS DESIGN STANDARDS

WALL COMPONENTS TOWN BRANCH WALLS

OVERVIEW Town Branch walls vary in elevation, moving from flush curb conditions, to elevated stone slab extrusions that mark intersections, divide paths, and separate user traffic. Changes in elevation occur throughout each block and create a sense of movement and activity throughout the project. Bands and benches are integrated into the wall language, and interact with

Flush curb

Tapered signature wall

Signature wall

Tapered signature wall

Typical gabion wall

other key elements and project markers, like the signature Town Branch paving. Two alternatives for Town Branch wall designs are showcased here. The top option features the signature Town Branch wall throughout all reoccurring conditions of the site. During the 80% design process, it was identified that a lower-cost infill alternative should be proposed and the lower option was developed for inclusion into the final design masterplan- the ‘typical wall’. This option is reflected in all design standard drawings and block-by-block studies; however, the upper option exists as a viable alternative should the project wish be able to

Elevation-perspective showing multiple conditions of the dry-laid Town Branch walls

support this typology in wider application.

Flush curb

Elevation-perspective showing multiple conditions of the typical wall and the dry-laid Town Branch walls

SCAPE

88


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

Integral bench

Town Branch bands

Signature wall

Signage wall cap

Integral bench

Town Branch bands

Signature wall

Signage wall cap

SCAPE

89


GEOMETRY & MATERIALS

TOWN BRANCH COMMONS DESIGN STANDARDS

TYPICAL WALL TOWN BRANCH WALLS

CONCEPT

3” thick precast concrete cap,

The Typical wall is a gabion wall system with a 3” thick

textured or smooth

2” skate guard gap

Gabion with limestone chunk fill

integrated precast concrete cap and limestone chunk infill. The gabion baskets are designed to support the weight of the cap as well as seated pedestrians, by utilizing a large gauge,

See layout drawings

stainless steel, welded wire mesh. The mesh is also customized

4’

for adjacencies

to incorporate the 45-degree angle for the vertical wires. The precast cap is designed to have a very coarse texture in discrete locations to dissuade users from sitting in certain areas. 18”

Material varies

NOTE: PROVIDE GEOTEXTILE TIEBACKS AS REQUIRED NOTE: PROVIDE GEOTEXTILE F.G. OF KARST EMBANKMENT TIEBACKS AS REQUIRED

1'-6" F.G.

LIMESTONE CHUNK INFILL

SEPARATION GEOTEXTILE

3"

4" MIN.

F.G.

LIMESTONE CHUNK INFILL, ALIGN WITH VERTICAL ANGLED WIRE.

3"

2'-1 1/8" MAX. BASKET HEIGHT

1'-6"

1'-6"

VARIES

2'-1 1/8" MAX. BASKET HEIGHT

VARIES

1'-6"

3" THK. PRECAST CONCRETE CAP WITH 2" WIDE INTEGRAL SKATE DETERRANT AT EMBANKMENT JOINTS. F.G. OF KARST SECURE TO WWM WITH STEEL BRACKETS. 3" THK. PRECAST CONCRETE CAP WITH 2" WIDE INTEGRAL DETERRANT 2 AWG ST. STL. WWM GABIONSKATE BASKETS. ANGLE AT JOINTS. SECURE TO WWM WITH STEEL BRACKETS. VERTICAL WIRES AND INTERNAL DIAPHRAGMS AT 45°. TOP, BOTTOM MESH AND INTERNAL 2 AWG ST. STL. WWM GABION BASKETS. ANGLE DIAPHRAGM AT 3" SQ. VERTICAL WIRES AND INTERNAL DIAPHRAGMS AT 45°. TOP, BOTTOM MESH AND INTERNAL DIAPHRAGM AT 3" SQ. LIMESTONE CHUNK INFILL

4" MIN.

Elevation of typical wall

3"

3"

8" COMPACTED AGGREGATE BASE

F.G.

SCAPE

SECTION

TYPICAL WALL - SECTION

TYPICAL WALL - ELEVATION

Scale: NOT TO SCALE

Scale: NOT TO SCALE ELEVATION

SECTION

INTERNAL 3" SQ. 2 AWG WWM DIAPHRAG 2 AWG ST. STL. WWM GABION ALIGN WITH VERTICAL ANGLED WIRE. BASKETS 2 AWG ST. STL. WWM GABION BASKETS

GEOGRID

Typical wall with surrounding conditions

45°

GEOGRID

F.G.

45°

SEPARATION GEOTEXTILE 8" COMPACTED AGGREGATE BASE

3" THK. PRECAST CONCRETE WITHINFILL, 2" WIDE LIMESTONECAP CHUNK ALIGN INTEGRAL SKATE DETERRANT AT JOINTS. WITH VERTICAL ANGLED WIRE. SECURE TO WWM WITH STEEL BRACKETS. 3" THK. PRECAST CONCRETE CAP WITH 2 INTEGRAL SKATE DETERRANT AT JOINTS SECURE TO WWM WITH STEEL BRACKET INTERNAL 3" SQ. 2 AWG WWM DIAPHRAGM. ALIGN WITH VERTICAL ANGLED WIRE.

ELEVATION

90


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

SIGNATURE WALL TOWN BRANCH WALLS

CONCEPT

Stacked limestone slabs transition to flush condition. See layout

The Signature wall is assembled from 4” wide slabs of limestone

drawings for adjacencies

Town Branch bands

Stacked limestone slabs

set at a 45-degree angle between precast concrete wall inserts. The wall is constructed atop a continuous, shallow cast in place concrete curb with the limestone slabs mortared to the curb and See layout drawings

each other. Signature walls occur in concert with town branch

for adjacencies

signature paving and banding patterns at intersections and public spaces.

18”

Material varies

NOTE: GRIND OR SAWCUT SLAB FACES AS REQUIRED TO MEET PRECAST INSERTS CLEANLY Elevation of signature wall and signature wall transition

4" THK. LIMESTONE SLABS WITH NATURAL CLEFT EDGES

1'-6"

1'-6"

4"

F.G.

8"

4"

4"

APPROXIMATE LIMIT OF MORTAR BETWEEN LIMESTONE SLABS 1" THK. MORTAR SETTING BED 6" DEEP GRAVEL CHANNEL, HOLD 1" BELOW F.G.

8" X 18" WIDE TEAA CONTINUOUS C.I.P. CONCRETE BASE. PROVIDE REINFORCING STEEL AS REQUIRED. COMPACTED OPEN GRADED AGGREGATE BASE COURSE COMPACTED SUBGRADE

SIGNATURE WALL Signature wall with surrounding conditions

SCAPE

Scale: 1/2” = 1’-0”

SIGNATURE WALL SCALE: 1 2" = 1'-0"

91


GEOMETRY & MATERIALS

TOWN BRANCH COMMONS DESIGN STANDARDS

VEHICULAR WALL TOWN BRANCH WALLS

CONCEPT 32” high concrete with The Vehicular wall is a limestone veneer wall with a precast

Dry-laid stone wall with

limestone veneer

1’ wide Town Branch band

reinforced concrete core

concrete constant slope barrier at its core. The Constant slope barrier provides the appropriate safety measure for vehicular traffic and the materiality of the veneer ties this wall to the rest of the project. The veneer on the street side is 6” thick, while the wall cap and pedestrian side veneer is 4” thick. The veneers and cap are set in mortar. Breaks in the wall are provided to allow surface water from the roadway to flow into the swale and are aligned with the curb cuts.

32”

See layout drawings for adjacencies

Material varies

Elevation of typical wall

6" MIN. THK. HORIZONTAL LIMESTONE VENEER, HEIGHTS VARY. PROVIDE DEEP RAKED JOINTS. 4" THK. LIMESTONE CAP

32" MIN.

4" MIN. THK. HORIZONTAL LIMESTONE VENEER, HEIGHTS VARY. PROVIDE DEEP RAKED JOINTS.

F.G. SREET SIDE

MORTAR SETTING BED

6" MIN. 8"

4"

F.G.

CONSTANT SLOPE BARRIER CORE. UTILIZE C.I.P. CONCRETE TO JOIN BARRIER SEGMENTS, AND FOR SLOPING PORTIONS, AS REQUIRED. ST. STL. LEDGE, MECHANICALLY FASTEN TO CORE C.I.P. CONCRETE CURB, PROVIDE REINFORCING STEEL AS REQUIRED COMPACTED AGGREGATE BASE COURSE

VEHICULAR WALL Scale: 1/2” = 1’-0”

SCAPE

VEHICULAR WALL SCALE: 1 2" = 1'-0"

92


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

WALL-INTEGRATED BENCH TOWN BRANCH WALLS

CONCEPT The integrated bench is a precast concrete bench that is placed

Textured cap to prevent seating

Smooth cap to

Textured cap to prevent seating

where not desired

incentivize seating

where not desired

in line with, and interrupts the Signature or Typical wall. The bench expresses the 45 degree angle in elevation along with the precast concrete wall insert. The bench has integral skate

4’

deterrents in the form of 2” wide x 1” deep joints. Only backless

1’

4’

varieties of the bench are integrated into wall elements within the Greenway. 18”

18”

Material varies

KARST EMBANKMENT

18" WIDE PRECAST CON BENCH MODULES

Elevation of wall-integrated bench

1'-6" 1'-6"

ST. STL. DOWELS, (2) MI

4" MIN. 8"

(2) MIN PER BENCH

THK. MORTARBED SETTING BED 1" THK. MORTAR1" SETTING

1'-6"

ST. STL. DOWELS, (2) MIN. PER BENCH

1'-6"

F.G. F.G.

5"

1'-6"

18" WIDE PRECAST CONCRETE BENCH MODULE ST. STL. DOWELS, ST. STL. DOWELS, (2) MIN PER BENCH

1'-6"

5"

2'-0 1/8" MAX.

1'-6"

18" WIDE PRECAST CONCRETE BENCH MODULE

2'-0 1/8" MAX.

18" WIDE PRECAST CONCRETE BENCH MODULES

1'-6"

4" MIN. 8"

KARST EMBANKMENT

1" THK. MORTAR SETTING BED SEPARATION GEOTEXTILE

C.I.P. CONCRETE SLAB

1" THK. MORTAR SETTIN SEPARATION GEOTEXTI

GABION CLADDING. 2 AWG ST. STL. BASKETS WITH LIMESTONE CHUNK INFILL. GABION CLADDING. 2 AW ALIGN ANGLED AND HORIZONTAL WIRES BASKETS WITH LIMESTO WITH EDGES OF BENCH

C.I.P. CONCRETE SLAB COMPACTED AGGREGATE BASE COURSE COMPACTED AGGREGATE BASE COMPACTED SUBGRADE COURSE COMPACTED SUBGRADE

C.I.P. CONCRETE PIER AS REQUIRED

ALIGN ANGLED AND HOR WITH EDGES OF BENCH

COMPACTED OPEN GRADED C.I.P. CONCRETE AGGREGATE 8" MIN. DEPTH REQUIRED COMPACTED AGGREGATE BASE COURSE COMPACTED SUBGRADE FREESTANDING BENCH SCALE: 21" = 1'-0"

BENCH Wall-integrated bench with surrounding conditions

SCAPE

Scale: 1/2” = 1’-0”

AT SWALE SCALE: 21" = 1'-0"

BENCH AT SWALE

COMPACTED OPEN GRA AGGREGATE 8" MIN. DEP COMPACTED AGGR

COMPACTED SUBGRADE

Scale: 1/2” = 1’-0”

FREESTANDING BENCH SCALE: 21" = 1'-0"

PIER A

AT SWALE SCALE: 21" = 1'-0"

93


GEOMETRY & MATERIALS

TOWN BRANCH COMMONS DESIGN STANDARDS

STONE CURB TOWN BRANCH WALLS

CONCEPT The Stone curb is a smaller scale version of the Signature wall with a maximum height of 4”. The curb provides a delineation between the bicycle and pedestrian paths.

18” W x 4” H limestone curb See layout drawings Town Branch bands intersect

for adjacencies

stone curb

See layout drawings for adjacencies

Material varies

Elevation of stone curb

NOTE: GRIND OR SAWCUT SLAB FACES AS REQUIRED TO MEET PRECAST INSERTS CLEANLY

4" THK. LIMESTONE SLABS WITH NATURAL CLEFT EDGES APPROXIMATE LIMIT OF MORTAR BETWEEN LIMESTONE SLABS

4" 4"

1'-6"

4"

4"

F.G.

6" DEEP GRAVEL CHANNEL. HOLD DOWN 1" FROM F.G.

1" THK. MORTAR SETTING BED 6" X 18" WIDE CONTINUOUS C.I.P. CONCRETE BASE. PROVIDE REINFORCING STEEL AS REQUIRED COMPACTED OPEN GRADED AGGREGATE BASE COURSE COMPACTED SUBGRADE STONE CURB Stone curb with surrounding conditions

SCAPE

Scale: Scale: 1/2” = 1’-0”

STONE CURB SCALE: 1 2" = 1'-0"

94


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

FLUSH CURB TOWN BRANCH WALLS

CONCEPT The Flush curb is an at grade, visual continuation of the wall system. In terms of assembly the curb is the same material and installation as the Town Branch band, but at an 18” width to align with the walls widths. Precast flush curb

See layout drawings

See layout drawings

4’

for adjacencies

for adjacencies

18” Material varies

Elevation of flush curb

TOWN BRANCH PAVING 18" x 3' x 3" THK. PRECAST CONCRETE PLANK PAVER 1" THK. DRY PACK SETTING BED

FLUSH

6" MIN. 5"

F.G. REINFORCED CONCRETE SLAB WITH #4 WWM COMPACTED AGGREGATE BASE COURSE COMPACTED SUBGRADE

FLUSH CURB Stone curb with surrounding conditions

SCAPE

Scale: 1/2” = 1’-0”

FLUSH CURB SCALE: 21" = 1'-0"

95


GEOMETRY & MATERIALS

TOWN BRANCH COMMONS DESIGN STANDARDS

KARST EMBANKMENT & STREAMBED TOWN BRANCH WALLS

CONCEPT The Karst Embankment and Karst Trace are representative of native geologic features and are composed of limestone slabs

Karst embankment, see

Karst streambed of

layout for grading

limestone slabs

Vehicular wall

of varying sizes placed in an overlapping fashion on set upon an open graded aggregate base course. The Karst Embankments is stacked at a 1:1 slope and the Karst Trace follows a gentler 2% pitch along the length of the swale.

See layout for location of

18”

streambed Section-perspective illustrating the vehicular wall’s transition to karst embankment and streambed LIMESTONE SLABS, SIZE RANGE: 4"-6" THK., 14" - 30" (+/-4"), BOTH DIRECTIONS

2% DOWNSTREAM PITCH

4" MIN.

LIMESTONE SLABS, SIZE RANGE: 2"-4" THK., 18" X 36" (+/- 6"), BOTH DIRECTIONS

1:1 SLOPE

8" 4" MIN.

8"

30" MAX.

WALL, SEE PLANS

F.G.

COMPACTED AGGREGATE BASE

GEOGRID

KARST STREAMBED SCALE: 1 2" = 1'-0"

Stacked stone mulch with planting

SCAPE

6" COMPACTED OPEN GRADED AGGREGATE

COMPACTED OPEN GRADED AGGREGATE 8" MIN. DEPTH

BIOSWALE SOIL

COMPACTED SUBGRADE

GEOGRID

BIOSWALE SOIL / KARST TRACE

KARST STREAMBED

KARST EMBANKMENT

Scale: NOT TO SCALE

Scale: NOT TO SCALE

KARST EMBANKMENT SCALE: 1 2" = 1'-0"

96


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

KARST CASCADE TOWN BRANCH WALLS Signature wall transition Karst cascade, limestone

CONCEPT

slabs

Typical wall

Vehicular wall

The Karst Cascade is a wier that serves as the division between

transition

the upper and lower swale sections and is only present along Midland Avenue. The Cascade also transitions between Vehicular walls and Signature wall segments that define the swales. The Cascade is composed of stacked limestone slabs set atop an open graded aggregate and a cast in place concrete wier structure with a ‘V’ shaped notch for hydraulic connectivity between the upper and lower swales. The limestone slabs are stacked at 0.75:1 on the upper swale side and 4:1 on the lower swale, downstream side.

See details and layout for elevation changes

Section-perspective illustrating the vehicular wall’s transition to karst embankment

PLACED LIMESTONE SLABS, SIZE RANGE: 4"-6" THK., 14"-30" (+/-4"), BOTH DIRECTIONS DOWNSTREAM

0.75:1 SLOPE

FLOW

12"

4:1 SLOPE

UPSTREAM

BIOSWALE SOIL / KARST TRACE, TYP. 6" MIN. DEPTH OPEN GRADED AGGREGATE SETTING BED GEOGRID C.I.P. WEIR AND RIFFLE SUPPORT, PROVIDE "V" NOTCH AND/OR WEEP HOLES THROUGH WEIR TO PREVENT LONG TERM POOLING AT UPSTREAM SWALE. COMPACTED SUBGRADE COMPACTED AGGREGATE BASE COURSE KARST CASCADE

SCALE: 1 2"CASCADE = 1'-0" KARST

Limestone streambed affecting waterflow

SCAPE

Scale: NOT TO SCALE

97


WATER & HYDROLOGY


WATER & HYDROLOGY

TOWN BRANCH COMMONS DESIGN STANDARDS

WATER EXPRESSION & HYDROLOGY OVERVIEW

stormwater runoff routed into the proposed swale system will

waterways can be reduced or minimized by implementing green

come predominantly from curb cuts along the roadway and/

infrastructure features. Specifically, bioswale systems incorporate

Town Branch Commons is an urban water system that overlays

or trench drains through existing sidewalks and the proposed

an amended soil filter media that captures and traps pollutants,

and interacts with the hydrology of Town Branch Creek.

multi-use trail. Strategic offloading of existing catch basins is

along with a variety of plantings that absorb the pollutants.

Lexington is unique in that the city’s footprint forms the

proposed along East Short Street, where the proposed swale

For Municipal Sewer Storm Sewer System (MS4) communities

headwaters of the buried Town Branch Creek, the waterbody

system is anticipated to be slightly deeper due to available

throughout the Commonwealth of Kentucky, post-construction

the city was founded upon. Every drop of water that falls within

space for expanded widths of the swale. The local catchment

stormwater runoff management practices are required by the

this headwater area ultimately follows a path to the buried

areas collectively encompass a drainage area of approximately

Kentucky Division of Water for new development and re-

stream. Town Branch Commons aims to reveal, express, treat,

12 acres. At each individual block, the drainage area typically

development projects. Water quality improvement objectives are

and reclaim the stream as a key piece of the city’s identity.

ranges from as small as approximately 1.0 acres to as large as

included as part of these requirements. In the City of Lexington,

This reclamation is composed of multiple water strategies that

2.5 acres. These drainage areas tributary to the bioswale system

LFUCG requires that stormwater runoff from the 90th percentile

follow the path of Town Branch and interact with the water

are consistent with recommendations in the LFUCG Stormwater

storm, known as the water quality volume (WQV), be managed

body in diverse ways. Major future parks, like Town Branch Park

Manual, which indicates that the contributing drainage area for

for water quality on new development and re-development

and Karst Commons, literally reveal the water of Town Branch

bioswales is typically less than 2 acres. Figure 1 highlights the

projects. The water quality volume in Lexington is the stormwater

and daylight portions of the stream. Within the Town Branch

entire catchment area that was evaluated, as well as the local

runoff generate during a 1.2-inch rainfall event.

Greenway, the subgrade culverts remain buried below the

catchment areas that could feasibly be routed to the proposed

project, but above-grade green infrastructure components like

swale system along Midland Avenue.

Several properties immediately to the north of Midland Avenue

bioswales and ‘stormwater creeks’ divert and treat the water

are anticipated to be redeveloped in the near future. The

of Town Branch before it enters into the underground culvert.

implementation of a bioswale system adjacent to the multi-

Constructed water features with potable water supplement

use trail can potentially be utilized for these re-development

the stormwater features, as stormwater and the water of Town

activities to meet the water quality requirements from LFUCG.

Branch is not healthy to directly engage. A hybrid constructed

The specific size or magnitude of each redevelopment site is

water system emerges that features multiple types of water and

not currently known, and the specific footprint of the bioswale

multiple types of interaction.

has yet to be finalized within each block on Midland Avenue.

Town Branch from Cox Street parking lot

Therefore, the bioswale system could provide an opportunity Based on topography at locations north of Midland Avenue,

to partially meet the water quality volume requirements for

stormwater runoff generated during rainfall events is generally

the redevelopment properties, but space may not allow for a

routed in a southern and southwestern direction. The majority of

bioswale system large enough to completely meet the LFUCG

the stormwater runoff is captured by existing catch basins within

sizing requirements.

the right-of-way and conveyed in existing storm sewer systems, before ultimately discharging into the large-diameter Town Branch culvert near Midland Avenue. The total drainage area that

Storm catchment and local catchments adjacent to Midland Avenue

was evaluated for opportunities for routing into the proposed

Green infrastructure stormwater management Best Management

swale system along Midland Avenue encompasses approximately

Practices (BMPs), including bioswales, can provide water quality

75 acres. Due to the anticipated shallow elevations of the

benefits through stormwater storage, filtration/infiltration, and

swale system along Midland Avenue, typically between 18

evapotranspiration. Stormwater runoff in ultra-urban settings

and 30 inches in depth along most blocks, the majority of the

such as downtown Lexington typically carries pollutants such

existing storm sewer system is too deep to re-route directly

as total suspended solids, nutrients, metals and hydrocarbons,

onto the surface of the proposed swale system. As a result,

amongst others. The impact of these pollutants on local Town Branch in the rural service area

SCAPE

100


REVEAL 40 25 15 Total 1,410 860 550 TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

REVEAL

28 975

22 98

15 69

CARVE

CLEAN

CONNECT

Legend Town Branch Local Drainage Reveal_Zone Clean_Zone Carve_Zone

±

Connect_Zone Town Branch Culverts

0

650

1,300

Path: S:\LEX\3800 3899\3801\001\Data\Town Branch Map mxd

Project area watershed analysis

2,600 Feet

Town Branch SubWatershed Impervious

Source: Esri, DigitalGlobe, GeoEye, i-cubed, USDA, USGS, AEX, Getmapping, Aerogrid, IGN, IGP, swisstopo, and the GIS User Community User: lindsiem

Date: 4/30/2014

Time: 4:18:20 PM

1. TOWN BRANCH CULVERT / WATERSHED AND CATCHMENT ZONES

SCAPE

OWN BRANCH COMMONS OPEN SPACE FEASIBILITY PLAN

F 3

SEE STRAND OPPORTUNITIES101ANAL


WATER & HYDROLOGY

TOWN BRANCH COMMONS DESIGN STANDARDS

WATER EXPRESSION & HYDROLOGY OVERVIEW

daylit Town Branch stream channel, the Town Branch Reveal, the Karst Park Swallet, and the constructed Karst Windows. Within

The hybrid Town Branch water system features four types of

the Town Branch Greenway, ornamental stormwater features

water expression along the Greenway.

are integrated into larger bioswales and green infrastructure moments and are the Stormwater Creek and Karst Cascades, the

Interactive Water Features occur in limited zones along the Town

Stormwater Runnel, and the Thoroughbred Park Sink.

Branch Commons project, primarily in future park spaces of Town Branch Park and Karst Commons. Primarily these are used for

Stormwater features are holistically applied throughout Town

‘water play’ and require safety mechanisms to ensure healthy

Branch Greenway and feature different green infrastructure

conditions for full immersion in water, including restrooms,

techniques for treating and collecting stormwater. Stormwater

emergency phones, and full water treatment. The only interactive

features are primarily bioswales of varying lengths and widths

water feature discussed for the Town Branch Greenway is a

that collect surface water runoff from adjacent pedestrian paths

potential spray ground at Charles Young Park, however this

and roadways. Stormwater features are vegetated and partially

option has not been approved for further study at this time.

covered with slabs of karst limestone, signifying the presence

Interactive water features discussed for parks spaces include the

of water even in times of drought. Water will not be standing or

Town Branch Boils, the Riffle Play zone, and the Town Branch

visibly present most times in these areas, though tree planting

Waterfall.

and vegetation type will reinforce the feeling of a stream-side experience. Stormwater features are not meant to be interactive

Ornamental Fountains are for ornamental purposes only, not

spaces and are separated in elevation from the occupiable zones

full immersion or interaction. They are fed with recirculating

of the project. Stormwater features treat and direct the future

potable water but do not require the additional supplementary

water of Town Branch and are critical to improving water quality

infrastructure of bathrooms or phones and additional water

and reducing volatile flow rates.

INTERACTIVE Interactive skim fountain

FOUNTAIN Ornamental runnel

treatment. Ornamental fountains occur at key moments along Town Branch Commons, in both park and Greenway spaces. At the LCC, ornamental water features appear in the Town Branch Gorge reflecting pool and Bubbler. Key ornamental fountains along the Town Branch Greenway interpret karst limestone hydrology in visible and evocative ways, and include the Town Branch Trailhead Springs, the Main & Vine Outcrop, the Centrepointe Ledge, Thoroughbred Park fountain, and the existing Triangle Park Water Wall. Ornamental Stormwater moments express stormwater flows in unique and visually distinct ways. These are not appropriate for any level of human interaction, and are physically separated from the Town Branch Commons through elevation change, walls, or railings. Ornamental stormwater moments feature the water of Town Branch, before or after entering the culvert. In major parks within the Commons, ornamental stormwater features are the

STORMWATER Stormwater bioswale

SCAPE

ORNAMENTAL STORMWATER Stone mulch with ornamental stormwater features

102


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

Fountain Interactive water feature Ornamental stormwater Stormwater Diagram of types and locations of water features in or near Town Branch Commosn

SCAPE

103


WATER & HYDROLOGY

TOWN BRANCH COMMONS DESIGN STANDARDS

EXISTING FOUNTAINS WATER & HYDROLOGY

OVERVIEW Existing fountains occur along the Town Branch Greenway, including at Triangle Park, Thoroughbred Park, and the 5/3 Bank site. Fountains are preserved and incorporated into the design. Select fountains, like the 5/3 Bank fountain, are identified as opportunities for renovation and the expansion of the Town Branch Greenway in future phases.

Fountain at Triangle Park

Fountain at 5/3 Bank

SCAPE

Fountain at Thoroughbred Park

104


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

INTERACTIVE WATER FEATURES WATER & HYDROLOGY

CONCEPT Interactive water features are planned for Town Branch Park and Karst Commons. Conceptual images shown here are for reference only.

Conceptual rendering of interactive water feature in Town Branch Park

Conceptual rendering of interactive water feature in Town Branch Park

SCAPE

105


WATER & HYDROLOGY

TOWN BRANCH COMMONS DESIGN STANDARDS

TRAILHEAD FOUNTAIN WATER & HYDROLOGY

CONCEPT The trailhead fountain marks the Town Branch headwaters and point-of-origin for the underground stream. The curvilinear wall at the end of Midland bends to reveal a small spring of water, which drips down the face of the stone and travels across the multi-use path in the form of a small runnel. The runnel continues along the edge of the path and cascades into the planted swale below, marking the beginnings of the stormwater creek that flow along the entirety of Midland Ave.

Photo of existing condition at Midland Ave. & E Third Street

SCAPE

106


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

MAIN & VINE FOUNTAIN WATER & HYDROLOGY

CONCEPT Main and Vine is an important urban site, acting as a visual gateway to the downtown. At this intersection, an outcrop fountain made of precast concrete and constructed stone ledges marks the edge of the public space, and contains a pool of water at its base. The fountain is backed by an evergreen buffer to screen the adjacent parking lot.

Stacked stone with texture walking surface and water feature

Textured surface with water feature

SCAPE

Conceptual rendering of Main & Vine fountain

107


WATER & HYDROLOGY

TOWN BRANCH COMMONS DESIGN STANDARDS

MIDLAND AVENUE WATER CONCEPT WATER & HYDROLOGY

SECTION 1

runoff back into the storm sewer system. In the next downstream block, a new catch basin or overflow structure will potentially

Section 1 of the bioswale system is the farthest upstream,

be required to discharge stormwater runoff back into the Town

SHROPSHIRE AVE

EXISTING STORM SEWER SYSTEM HAS AN Branch culvert. The elevation of these overflow structures should between East 3rd Street and Lewis Street. The total local INVERT ELEVATION OF 964.84 AT THIS LOCATION, AND IS TOO DEEP TO RE-ROUTE AND DAYLIGHT be slightly elevated above the finished surface of the bioswale catchment area in this section that could be routed INTOpotentially THE SWALE SYSTEM TO THE WEST OF SHROPSHIRE AVENUE. system, typically approximately 12 inches, to allow for surface

into the proposed swale system is approximately 3.2 acres.

Figure 2 highlights the local drainage area tributary to Section 1.

ponding during and immediately following rainfall events to achieve water quantity and water quality objectives.

The eastern half of this section includes the Met Redevelopment

NEW CATCH BASIN / OVERFLOW STRUCTURE NEEDED FOR RECONNECTION OF FLOW BACK TO TOWN BRANCH CULVERT. PLACEMENT COULD BE ANYWHERE IN THIS VICINITY, OVER TOP OF EXISTING CULVERT.

site. Based upon reviews of the drainage plan for the Met Redevelopment site and consideration for current planning-level elevations, opportunities exist to discharge stormwater runoff

SUMPED STR EITHER IMME DOWNSTREA PRETREATM HEAVIER SED (TYPICAL ALL

BIOSWALE SYSTEM COULD POTENTIALLY HAVE A FLATTER SURFACE IN THIS LOCATION (976.00) TO MAXIMIZE SURFACE PONDING DURING AND IMMEDIATELY FOLLOWING RAINFALL EVENTS (WATER QUALITY IMPROVEMENT).

from the redevelopment site into the proposed swale feature. The elevation of the swale immediately to the south of the

LEWIS ST

redevelopment site is anticipated to be approximately 980.00, which appears to be deep enough to accept proposed storm lines from the site. Coordination with the Met Redevelopment site design team should continue to be facilitated to verify that stormwater runoff can be routed to the swale. Additionally, as described above, the bioswale system may present an opportunity for this redevelopment site to meet water quality volume requirements.

978.08

978.63

979.13

979

Local catchment areas

Throughout this section, stormwater runoff is anticipated to be

977

routed from Midland Avenue and East 3rd Street through curb cuts and/or trench drains. At East 3rd Street, the trench drain could be strategically located immediately upstream from an

976.00 977.58

MIDLAND AVE

existing catch basin to maximize drainage area capture, but will

976.00

976.50 978.63

979

MIDLAND AVE

need to be routed through the plaza area near the intersection of East 3rd Street and Midland Avenue, where a fountain feature is also being considered. The placement of curb cuts along Midland Avenue could be aligned with trench drains through the multi-use trail to bring stormwater runoff into the swale at common locations. Based on the planning-level elevations of the swale, stormwater runoff is anticipated to flow in a western direction. In the block immediately south of the Met Redevelopment site, an existing storm structure can potentially be utilized to route stormwater Midland Avenue water concept, Scale: 1”=30’

SCAPE

108


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

PLANTING N.I.C.

EDGE BUFFER BLUEGRASS

LEXINGTON, KY

THE MET REDEVELOPMENT SITE DRAINAGE PLAN INDICATES A PIPED SYSTEM IN THIS VICINITY WITH AN INVERT ELEVATION OF 980.67. AS A RESULT, THE PROPOSED TRENCH DRAIN THROUGH THE TRAIL COULD ROUTE FLOW FROM THE MET SITE TO THE PROPOSED BIOSWALE SYSTEM, WHICH WILL HAVE A FINISHED SURFACE ELEVATION OF APPROXIMATELY 980.00 AT THIS LOCATION. SUMPED STRUCTURE COULD BE USED AT THIS LOCATION FOR PRE-TREATMENT PURPOSES.

RUCTURE COULD BE INSTALLED EDIATELY UPSTREAM OR AM OF EACH TRENCH DRAIN FOR MENT OF STORMWATER RUNOFF FOR DIMENTS, DEBRIS, AND TRASH L TRENCH DRAINS SHOWN ON PLAN).

LEXINGTON, KY

BIOSWALE TO BE ROADSIDE BUFFER INCORPORATED IN DESIGN

PROPOSED BIOSWALE TO BE DECIDUOUS TREE INCORPORATED IN DESIGN

KARST EMBANKMENT BLUEGRASS KARST STREAM BED

KARST EMBANKMENT PLANNED DEVELOPMENT KARST STREAM BED OUTSIDE R.O.W

PROPOSED PLANNED DEVELOPMENT TREE OUTSIDEEVERGREEN R.O.W

CREEKSIDE PLANTING

CREEKSIDE PLANTING VERTICAL PLANTING

ADJACENT OPPORTUNITIES VERTICAL PLANTING OUTSIDE R.O.W

PROPOSED ADJACENT OPPORTUNITIES TREE OUTSIDEMULTI-STEM R.O.W

EXISTING PLANTING

EXTENT OF TOWN BRANCH EXISTING PLANTING COMMONS PAVING

EXTENT OF TOWN BRANCH STRUCTURAL SOIL COMMONS PAVING

EXISTING STRUCTURAL SOILTREE

EDGE BUFFER BUFFER ROADSIDE

EXISTING RIGHT OF WAY PROPOSED DECIDUOUS TREE EXISTING INLETS, JUNCTIONS, PROPOSED PIPES & HEADWALLS EVERGREEN TREE

THE MET REDEVELOPMENT SITE DRAINAGE PLAN INDICATES A SMALL DRAINAGE AREA IS ROUTED TO THIS GENERAL LOCATION. OPPORTUNITIES COULD BE EXPLORED TO CONNECT THIS DRAINAGE INTO A PROPOSED TRENCH DRAIN OR DIRECTLY INTO THE PROPOSED WATER FEATURE(S).

E

TRENCH DRAIN NEEDED HERE TO INTERCEPT STORMWATER RUNOFF FROM EAST THIRD STREET BEFORE IT FLOWS INTO EXISTING CATCH BASIN. TRENCH DRAIN WOULD NEED TO BE ROUTED THROUGH PLAZA AREA TO FLOW INTO BIGGER WATER FEATURE ADJACENT TO MIDLAND AVENUE.

D

IR

TH

ST

ADDITIONAL TRENCH DRAIN HERE COULD ALLOW FOR MORE OPPORTUNITIES FOR REDEVELOPMENT CONNECTIONS INTO THE PROPOSED SWALE SYSTEM AT THE UPSTREAM END OF THIS BLOCK.

982.48 980.21

981.36

7.50

983.68 980.00

978.71 979.71

983.13

981.89

984.21

980.00

980.06 980.86

981.00 982.63

982.68 983.68

983.60 983.71

MIDLAND AVE

BECAUSE OF NARROW WIDTH, PROPOSED SWALE SYSTEM HAS MINIMAL DEPTH AND WOULD PITCH BACK TO THE EAST AT THE LOW SPOT OF THIS BLOCK, TO THE OVERFLOW CONNECTION POINT BACK TO TOWN BRANCH CULVERT.

SCAPE

EXISTING CATCH BASIN STRUCTURE COULD BE USED FOR RECONNECTION OF FLOW BACK TO TOWN BRANCH CULVERT. BIOSWALE SYSTEM COULD POTENTIALLY HAVE A FLATTER SURFACE IN THIS LOCATION (980.00) TO MAXIMIZE SURFACE PONDING DURING AND IMMEDIATELY FOLLOWING RAINFALL EVENTS (WATER QUALITY IMPROVEMENT).

ADDITIONAL CURB CUT HERE COULD ROUTE ADDITIONAL STORMWATER RUNOFF FROM MIDLAND AVENUE INTO THE BIGGER WATER FEATURE.

EXISTING R

EXISTING IN PIPES & HEA

PROPOSED NOTE NOTE MULTI-STEM TREE ANY TREES TO BE REMOVED TO ANY BETREES TO BE REM EVALUATED FOR TRANSPLANTING. EVALUATED FOR TRANS EXISTING TREE

THE MET REDEVELOPMENT SITE DRAINAGE PLAN INDICATES A PIPED SYSTEM IN THIS VICINITY WITH AN INVERT ELEVATION OF 982.25. AS A RESULT, THE PROPOSED TRENCH DRAIN THROUGH THE TRAIL COULD ROUTE FLOW FROM THE MET SITE TO THE PROPOSED BIOSWALE SYSTEM, WHICH WILL HAVE A FINISHED SURFACE ELEVATION OF APPROXIMATELY 980.00 AT THIS LOCATION. SUMPED STRUCTURE COULD BE USED AT THIS LOCATION FOR PRE-TREATMENT PURPOSES.

ADDITIONAL CURB CUT NEEDED HERE TO ROUTE ADDITIONAL STORMWATER RUNOFF FROM MIDLAND AVENUE INTO THE PROPOSED SWALE SYSTEM AT THE UPSTREAM END OF THIS BLOCK.

9.61

9.11

LEGEND

LEGEND

TOWN BRANCH TOWN BRANCH COMMONS COMMONS

ADDITIONAL CURB CUT HERE COULD BE ALIGNED WITH ADDITIONAL TRENCH DRAIN TO ROUTE STORMWATER RUNOFF FROM MIDLAND AVENUE INTO THE BIGGER WATER FEATURE. DUE TO LIMITED WIDTH BETWEEN TRAIL AND CURB AT THIS LOCATION, INITIAL PORTION OF SWALE WOULD BE V-SHAPED AND SHALLOW.

109


WATER & HYDROLOGY

TOWN BRANCH COMMONS DESIGN STANDARDS

MIDLAND AVENUE WATER CONCEPT WATER & HYDROLOGY

SECTION 2

located immediately upstream from existing catch basins to

ponding during and immediately following rainfall events to

maximize drainage area capture, but will need to be routed

achieve water quantity and water quality objectives.

Properties north of Midland Avenue along these blocks have the

through the plaza area in a direction parallel to Midland Avenue.

potential for redevelopment in the future. For the planning-level

The placement of curb cuts along Midland Avenue could be

layout of the bioswale system, trench drains have been proposed

aligned with trench drains through the multi-use trail to bring

through the multi-use trail to accommodate future drainage

stormwater runoff into the swale at common locations. TRENCH DRAIN TO INTERCEPT STORMWATER RUNOFF FROM CORRAL STREET.

from these sites. The location of the trench drains may need to be modified in the future depending upon the configuration of

Based on the planning-level elevations of the swale, stormwater

storm sewer systems from the redevelopment sites. The bioswale

runoff is anticipated to flow in a western direction. Existing storm

system may present an opportunity for these redevelopment

structures can potentially be utilized to route stormwater runoff

sites to meet water quality volume requirements.

back into the storm sewer system. In the block west of Corral

EXISTING CATCH BASIN HAS AN INVERT ELEVATION OF 960.80 AT THIS LOCATION, AND COULD BE RECONFIGURED TO Throughout this section, runoff INTO is anticipated RE-ROUTE AND DAYLIGHTstormwater STORMWATER RUNOFF THE SWALE SYSTEM TO THE SOUTH OF THOROUGHBRED PARK.

TRENCH DRAIN TO INTERCEPT STORMWATER RUNOFF FROM CORRAL STREET.

Street, a new catch basin or overflow structure will potentially to be

EXISTING STORM SEWER SYSTEM HAS AN INVERT ELEVATION OF 963.30 AT THIS LOCATION, AND IS TOO DEEP TO RE-ROUTE AND DAYLIGHT INTO THE SWALE SYSTEM TO EITHER SIDE OF CORRAL STREET.

be required to discharge stormwater runoff back into the Town Branch culvert. The elevation of these overflow structures should

Street through curb cuts and/or trench drains. At Shropshire

be slightly elevated above the finished surface of the bioswale

Avenue and Corral Street, the trench drains could be strategically

system, typically approximately 12 inches, to allow for surface

CO

routed from Midland Avenue, Shropshire Avenue, and Corral

NE NE BA W SE

AL

RR

Local catchment areas

ES

RT

ST

HO

ST NEW CATCH BASIN / OVERFLOW STRUCTURE NEEDED FOR RECONNECTION OF FLOW BACK TO TOWN BRANCH CULVERT. WILL REQUIRE SMALL AMOUNT OF NEW STORM SEWER TO CONNECT TO EXISTING CULVERT.

965.00

965.25

967.72

967.97

966.87

5.44

967.22

MID

MIDLAND AVE NEW STORM STRUCTURE (MANHOLE) MAY BE NEEDED HERE AT THE POINT WHERE FLOW CONNECTS BACK INTO TOWN BRANCH CULVERT FROM NEW OVERFLOW STRUCTURE.

3.60

4.94

Midland Avenue water concept, Scale: 1”=30’

SCAPE

110


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

PLANTING N.I.C.

LEGEND

LEGEND

TOWN BRANCH TOWN BRANCH COMMONS COMMONS

EDGE BUFFER BLUEGRASS

LEXINGTON, KY

LEXINGTON, KY

BIOSWALE TO BE ROADSIDE BUFFER INCORPORATED IN DESIGN

PROPOSED BIOSWALE TO BE DECIDUOUS TREE INCORPORATED IN DESIGN

KARST EMBANKMENT BLUEGRASS KARST STREAM BED

KARST EMBANKMENT PLANNED DEVELOPMENT KARST STREAM BED OUTSIDE R.O.W

PROPOSED PLANNED DEVELOPMENT TREE OUTSIDEEVERGREEN R.O.W

CREEKSIDE PLANTING

CREEKSIDE PLANTING VERTICAL PLANTING

ADJACENT OPPORTUNITIES VERTICAL PLANTING OUTSIDE R.O.W

PROPOSED ADJACENT OPPORTUNITIES TREE OUTSIDEMULTI-STEM R.O.W

EXISTING PLANTING

EXTENT OF TOWN BRANCH EXISTING PLANTING COMMONS PAVING

EXTENT OF TOWN BRANCH STRUCTURAL SOIL COMMONS PAVING

EXISTING STRUCTURAL SOILTREE

EDGE BUFFER BUFFER ROADSIDE

EXISTING RIGHT OF WAY PROPOSED DECIDUOUS TREE EXISTING INLETS, JUNCTIONS, PROPOSED PIPES & HEADWALLS EVERGREEN TREE

PROPOSED NOTE NOTE MULTI-STEM TREE ANY TREES TO BE REMOVED TO ANY BETREES TO BE REM EVALUATED FOR TRANSPLANTING. EVALUATED FOR TRANS EXISTING TREE

TRENCH DRAIN TO INTERCEPT STORMWATER RUNOFF FROM EAST 2ND STREET.

EXISTING STORM SEWER SYSTEM HAS AN INVERT ELEVATION OF 963.65 AT THIS LOCATION, AND IS TOO DEEP TO RE-ROUTE AND DAYLIGHT INTO THE SWALE SYSTEM TO EITHER SIDE OF EAST 2ND STREET.

TRENCH DRAIN TO INTERCEPT STORMWATER RUNOFF FROM SHROPSHIRE AVENUE.

NEW CATCH BASIN / OVERFLOW STRUCTURE NEEDED FOR RECONNECTION OF FLOW BACK TO TOWN BRANCH CULVERT. WILL REQUIRE SMALL AMOUNT OF NEW STORM SEWER TO CONNECT TO EXISTING STRUCTURE.

ND

E2

EW CATCH BASIN / OVERFLOW STRUCTURE EEDED FOR RECONNECTION OF FLOW ACK TO TOWN BRANCH CULVERT. WILL REQUIRE SMALL AMOUNT OF NEW STORM EWER TO CONNECT TO EXISTING STRUCTURE.

ST

966.25

968.75

968.00

967.02

969.12

967.02

967.49

SWALE OR RUNNEL SYSTEM ALONG THIS BLOCK WILL TYPICALLY HAVE A DEPTH OF APPROXIMATELY 18 INCHES, MEASURED FROM EDGE OF TRAIL TO FINISHED SURFACE.

970.11

971.61

968.37

972.14

971.20 972.70

971.75 973.25

971.95

972.50

969.99

970.86 968.00

970.64

971.39

968.77

DLAND AVE

MIDLAND AVE

ADDITIONAL CURB CUT AND TRENCH DRAIN NEEDED HERE TO ROUTE ADDITIONAL STORMWATER RUNOFF FROM MIDLAND AVENUE INTO THE PROPOSED SWALE SYSTEM AT THE UPSTREAM END OF THIS BLOCK.

SCAPE

EXISTING R

EXISTING IN PIPES & HEA

111


WATER & HYDROLOGY

TOWN BRANCH COMMONS DESIGN STANDARDS

MIDLAND AVENUE WATER CONCEPT WATER & HYDROLOGY

SECTION 3 Section 3 of the bioswale system is near Thoroughbred Park, west of East Short Street. The total local catchment area in this section that could potentially be routed into the proposed swale system is approximately 2.5 acres. Figure 4 highlights the local drainage area tributary to Section 3. The most feasible location to daylight stormwater from a storm sewer conveyance system appears to be to west of East Short Street, at the farthest downstream block of Midland Avenue. This would require approximately 600 feet of new storm sewer to re-route two catch basins into the swale system, approximately mid-block due to elevation constraints. Energy dissipation will be needed at the point where stormwater runoff discharges from

Local catchment areas

the pipe network into the swale system to minimize erosion.

ST

upon the final design of the multi-use trail, trench drains may be

AIN

be routed from Midland Avenue through curb cuts. Depending

EXISTING CATCH BASIN STRUCTURE COULD BE USED FOR RECONNECTION OF FLOW BACK TO TOWN BRANCH CULVERT.

EM

Throughout this section, stormwater runoff is anticipated to

required periodically to route flow from Thoroughbred Park into the swale. Natural topography appears to allow for sheet flow

963.10

drainage over the multi-use trail from the northern side of the trail. Based on the planning-level elevations of the swale, stormwater runoff is anticipated to flow in a western direction. A new

960.50

catch basin or overflow structure will potentially be required to

962.60

discharge stormwater runoff back into the Town Branch culvert. The elevation of the overflow structures should be slightly

MIDLAND

elevated above the finished surface of the bioswale system, typically approximately 12 inches, to allow for surface ponding during and immediately following rainfall events to achieve water quantity and water quality objectives.

Midland Avenue water concept, Scale: 1”=30’

SCAPE

INE

EV

ST

112


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

PLANTING N.I.C.

LEGEND

LEGEND

TOWN BRANCH TOWN BRANCH COMMONS COMMONS

EDGE BUFFER BLUEGRASS

LEXINGTON, KY

LEXINGTON, KY

BIOSWALE TO BE ROADSIDE BUFFER INCORPORATED IN DESIGN

PROPOSED BIOSWALE TO BE DECIDUOUS TREE INCORPORATED IN DESIGN

KARST EMBANKMENT BLUEGRASS KARST STREAM BED

KARST EMBANKMENT PLANNED DEVELOPMENT KARST STREAM BED OUTSIDE R.O.W

PROPOSED PLANNED DEVELOPMENT TREE OUTSIDEEVERGREEN R.O.W

CREEKSIDE PLANTING

CREEKSIDE PLANTING VERTICAL PLANTING

ADJACENT OPPORTUNITIES VERTICAL PLANTING OUTSIDE R.O.W

PROPOSED ADJACENT OPPORTUNITIES TREE OUTSIDEMULTI-STEM R.O.W

EXISTING PLANTING

EXTENT OF TOWN BRANCH EXISTING PLANTING COMMONS PAVING

EXTENT OF TOWN BRANCH STRUCTURAL SOIL COMMONS PAVING

EXISTING STRUCTURAL SOILTREE

EDGE BUFFER BUFFER ROADSIDE

EXISTING RIGHT OF WAY PROPOSED DECIDUOUS TREE EXISTING INLETS, JUNCTIONS, PROPOSED PIPES & HEADWALLS EVERGREEN TREE

PROPOSED NOTE NOTE MULTI-STEM TREE ANY TREES TO BE REMOVED TO ANY BETREES TO BE REM EVALUATED FOR TRANSPLANTING. EVALUATED FOR TRANS EXISTING TREE

EXISTING CATCH BASIN HAS AN INVERT ELEVATION OF 960.80 AT THIS LOCATION, AND COULD BE RECONFIGURED TO RE-ROUTE AND DAYLIGHT STORMWATER RUNOFF INTO THE SWALE SYSTEM TO THE SOUTH OF THOROUGHBRED PARK.

ES

PLANNING-LEVEL ALIGNMENT OF POTENTIAL NEW STORM SEWER SYSTEM TO ROUTE TWO EXISTING CATCH BASINS INTO PROPOSED BIOSWALE SYSTEM SOUTH OF THOROUGHBRED PARK.

NEW STORM SEWER HEADWALL AND ROUNDED STONE / ENERGY DISSIPATION NEEDED HERE IF NEW STORM SEWER SYSTEM IS CONSTRUCTED (ALIGNMENT IS VARIABLE).

NEW STORM SEWER MANHOLE NEEDED HERE AT TRANSITION IF NEW STORM SEWER SYSTEM IS CONSTRUCTED (ALIGNMENT IS VARIABLE).

963.55 964.70 965.11

959.55

D AVE

SCAPE

965.44

960.22 962.00

963.05

ST

POTENTIAL OPPORTUNITY FOR VISIBLE PRE-TREATMENT OF STORMWATER RUNOFF AS IT IS ROUTED TO PROPOSED SWALE.

NEW STORM SEWER MANHOLE NEEDED HERE AT TRANSITION IF NEW STORM SEWER SYSTEM IS CONSTRUCTED (ALIGNMENT IS VARIABLE).

963.55

HO

RT

963.72

964.20

963.60 963.11 964.61

EXISTING R

EXISTING IN PIPES & HEA

964.94

MIDLAND AVE

113


WATER & HYDROLOGY

TOWN BRANCH COMMONS DESIGN STANDARDS

TRENCH DRAINS WATER & HYDROLOGY

CONCEPT

Town Branch

Curb Trench drain

cut

Numerous trench drains and grates have also been proposed to

Stormwater Creek

route stormwater runoff into the swale system, including along several of the streets to the north of Midland Avenue. Trench drains and grates would ideally be aligned with the locations of the curb cuts. At locations where trench drains begin at an existing curb, the depth of the drench train is typically only approximately 6 inches. As a result, widths may need to be in excess of 12 inches at certain locations to maximize capture and/or avoid bypass of flows. Decorative trench grate options will be evaluated that can assist with the illustrative concept of flowing water into the swale system.

Diagram of trench drain application

11.5" X 3' X 3" THK. PRECAST CONCRETE PLANK DRAIN GRATE. PROVIDE ADA COMPLIANT DRAIN HOLES BY MEANS OF CORE DRILLING OR CASTING.

CONTINUOUS STEEL ANGLE TRENCH DRAIN RIM, BOTH SIDES 12" F.G.

C.I.P. CONCRETE OR PREFABRICATED DRAIN BODY. PROVIDE 6" MIN DEPTH COMPACTED AGGREGATE BASE OVER COMPACTED SUBGRADE OR LUMP CONCRETE OVER COMPACTED SUBGRADE AS REQUIRED. Reference images

SCAPE

Reference detail

DRAIN 1" = 1'-0"

114


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

CURB CUTS WATER & HYDROLOGY

CONCEPT Numerous curb cuts have been proposed along Midland Avenue to route stormwater runoff into the swale system. Midland Avenue is crowned at the center of the road, and therefore the northern half of the street is anticipated to flow into the swale system. The curb cuts will be several feet in width to capture and route stormwater runoff without significant bypass of flows. Curb cuts have initially been aligned to have maximum spacing of approximately 100 feet. A steel casting / wheel guard is recommended at the location of the curb cuts to minimize impacts from adjacent vehicular traffic. A stone system or equivalent will be needed to the location of the curb cuts for energy dissipation purposes. Figure 5 displays an example detail.

Reference images

Example curb but directly to bioswale. (Source: Strand Associates)

Example trench drain through sidewalk to bioswale. (Source: Strand Asso Reference detail

SCAPE

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WATER & HYDROLOGY

TOWN BRANCH COMMONS DESIGN STANDARDS

TOWN BRANCH STORMWATER CREEK WATER & HYDROLOGY

CONCEPT

LIMESTONE SLABS, SIZE RANGE: 4"-6" THK., 14" - 30" (+/-4"), BOTH DIRECTIONS

Portions of the swale system are anticipated to be lined

WALL, SEE PLANS

with limestone that is intended to demonstrate natural creek also provide conveyance of stormwater runoff that is captured

8"

from the local surrounding drainage area, including street runoff from Midland Avenue. At locations of the swale immediately adjacent to both vehicular and pedestrian walls, limestone embankments will be needed to allow for steeper side slopes of the swale, potentially as steep as 1:1 (horizontal : vertical).

2% DOWNSTREAM PITCH

LIMESTONE SLABS, SIZE RANGE: 2"-4" THK., 18" X 36" (+/- 6"), BOTH DIRECTIONS

4" MIN.

1:1 SLOPE

8" 4" MIN.

30" MAX.

conditions and expressions of water. The limestone system will

F.G.

COMPACTED AGGREGATE BASE

GEOGRID

Several cascade features are proposed at the upstream areas of

6" COMPACTED OPEN GRADED AGGREGATE

COMPACTED OPEN GRADED AGGREGATE 8" MIN. DEPTH

rainfall events. The cascade features will also include a weir

BIOSWALE SOIL

COMPACTED SUBGRADE

system to allow for a deliberate trickle across the face of the

GEOGRID

BIOSWALE SOIL / KARST TRACE

the swale system to temporarily detain stormwater runoff during

cascade, with a total cascade depth of approximately 12 to 18 inches. KARST STREAMBED SCALE: 1 2" = 1'-0"

KARST STREAMBED

KARST EMBANKMENT

Scale: NOT TO SCALE

Scale: NOT TO SCALE

KARST EMBANKMENT SCALE: 1 2" = 1'-0"

PLACED LIMESTONE SLABS, SIZE RANGE: 4"-6" THK., 14"-30" (+/-4"), BOTH DIRECTIONS DOWNSTREAM

0.75:1 SLOPE

FLOW

12"

4:1 SLOPE

UPSTREAM

BIOSWALE SOIL / KARST TRACE, TYP. 6" MIN. DEPTH OPEN GRADED AGGREGATE SETTING BED GEOGRID C.I.P. WEIR AND RIFFLE SUPPORT, PROVIDE "V" NOTCH AND/OR WEEP HOLES THROUGH WEIR TO PREVENT LONG TERM POOLING AT UPSTREAM SWALE. COMPACTED SUBGRADE COMPACTED AGGREGATE BASE COURSE KARST CASCADE

SCALE: 1 2"CASCADE = 1'-0" KARST

Reference image

SCAPE

Scale: NOT TO SCALE

116


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

PRETREATMENT UNIT

BIOSOIL

WATER & HYDROLOGY

WATER & HYDROLOGY

CONCEPT

CONCEPT

Pretreatment units - Consideration for pre-treatment of

Portions of the swale system are anticipated to be more

stormwater runoff prior to flowing into the bioswale has been

consistent with a bioswale green infrastructure BMP. The

considered. Pre-treatment systems would be intended to

bioswale areas will include an amended soil filter media (biosoil)

collect heavy sediment, debris, and trash from roadway runoff.

that captures and traps pollutants from stormwater runoff. The

Inadequate space is available for sediment forebay systems,

biosoil media will consist of a mixture of sand (75%), organic

so pre-treatment devices may be needed at the locations of

compost (15%), and topsoil (15%). This type of biosoil allows for

the curb cuts. Example curb cut pretreatment options include

filtration of stormwater to provide water quality benefits, while

manufactured products by RainGuardian and other suppliers.

also providing a solid system for plant growth. The biosoil is a

Sumped structures to trap sediment should be considered at

critical component of providing water quality benefits, and will

each trench drain location as a pre-treatment measure. Near

need to be carefully installed and protected during construction

Thoroughbred Park, pre-treatment systems should be considered

to achieve the design intent of water quality improvement.

for the proposed storm sewer system that routes stormwater runoff from existing catch basins. A variety of manufactured treatment devices are available to provide pre-treatment of stormwater runoff. Opportunities for a pre-treatment demonstration system could also be considered, such as the SunTree Baffle Box product that offers an option of a window at the ground elevation to see the pre-treatment system in

image ExampleReference pre-treatment device prior to bioswale. (Source: RainGuardian)

action. Maintenance requirements and responsibilities should be considered on all pre-treatment devices to prolong effectiveness.

Example sediment trap device prior to bioswale. (Source: Strand Associates)

2. stream vs. swale: do the features flow and feed downstream or does it infiltrate or a combination (rationale)?  We’ve been leaning towards a combination stream / swale that flows downstream but that filters water and irrigates plants as it goes. Infiltration is less important to us as we’d like to retain and filter water then return most of the water to the culvert.

SCAPE

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117


PLANTING


PLANTING

TOWN BRANCH COMMONS DESIGN STANDARDS

PLANTING OVERVIEW

PLANTING TYPOLOGIES

A major goal of the Town Branch Commons project is to create

1. Urban grove

sustainable and robust tree canopy cover throughout downtown

2. Bluegrass

Lexington. To do this, careful planning for tree health must be

3. Creekside

sustained throughout the design and construction process, from

4. Roadside edge

the final selection of species to the preservation of soil volumes

5. Edge buffer

and quality. Planting changes in character across the length of the Town Branch Greenway and should always incentivize healthy tree growth and development. Multiple typologies of landscape are proposed. A consistent mix of Creekside trees stitch together and provide consistency across the entire project – sometimes in an ordered and evenly spaced configuration, and at other times irregularly spaced. At moments where public space expands, urban groves shade seating areas with defined, rotated grids of trees. Along Midland Avenue, a more diverse Creekside plant palette marks the path of stormwater creeks and stormwater features. Where more room allows along Midland Ave, a Bluegrass edge combines bluegrass lawn with canopy trees, stitching the rural landscape downtown. Planting within Town Branch Greenway predominantly features native species, with select non-native and urban adapted species proposed for sites with specific parameters and constraints. Habitat value, diversity, longevity, seasonal interests, and urban tolerance impact planting selection and placement.

SCAPE

120


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

Bluegrass planting

Bluegrass planting

SCAPE

Urban grove

Creekside planting

Creekside planting

121


PLANTING

TOWN BRANCH COMMONS DESIGN STANDARDS

PLANTING TYPOLOGIES MIDLAND AVENUE

OVERVIEW Along Midland Ave, the Creekside, Urban Grove, Bluegrass, Roadside Edge, and Edge Buffer planting typologies are applied. Larger scale urban groves mark significant public space destinations and park edges along the Town Branch Greenway, for example at Charles Young Park. Along the ‘stormwater creeks’ the Creekside planting typologies showcase the path of water and add diversity and habitat value to the human and animal users of the Greenway. The edge buffer separates pedestrians and bicyclists from Midland Avenue traffic at limited moments. All trees along Midland in close proximity to the overhead transmission lines are limited to 30-40’ in mature height. For this reason, Midland is defined by a smaller scale of tree than the rest of the corridor.

Midland planting

SCAPE

Conceptual rendering of Midland planting

122


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

PLANTING TYPOLOGIES DOWNTOWN

OVERVIEW The Downtown zones (Rupp District and Vine Street) use the Creekside, Urban Grove, Roadside Edge, and Edge Buffer planting typologies. Urban groves mark significant public space destinations and park edges along the Town Branch Greenway, and are smaller and more linear in scale than along Midland Ave, as the right-of-way is more compressed. The Creekside planting typology is applied in a more organize manner, with a more limited selection of trees within the narrower right-of-way. The edge buffer is more widely applied throughout these blocks and plays a critical role in separating pedestrians and bicyclists from vehicular traffic. Trees are larger in scale and at significant moments are organized in a more linear and evenly spaced method to reinforce the feeling of an urban boulevard, for example along the perimeter of Karst Commons. Many existing trees outside of the WEG streetscape cannot be preserved due to poor health or right of way reconfiguration, however all smaller and newly planted trees that are not incorporated into the design should be ‘recycled’ and transplanted to public sites requiring trees (public parks, streets outside of the project area) in advance of construction. Many of the existing trees within the WEG streetscape are preserved; trees that cannot be preserved should be evaluated for transplanting.

Downtown planting

SCAPE

Conceptual rendering of Downtown planting

123


PLANTING

TOWN BRANCH COMMONS DESIGN STANDARDS

URBAN GROVE PLANTING TYPOLOGIES

CONCEPT Urban groves are placed at moments where public space expansions are desired and possible to construct within the right-of-way. Select urban groves may be extended into adjacent parcels with the coordination of private landowners, and are an appropriate method for integrating publicly accessible private spaces along the Greenway. Urban groves have a permeable groundplane with structural soil below to allow for healthy tree root development. A maximum spacing of 18’ o.c. is suggested for urban groves, though some differentiation by species may be required in future design. Urban grove species along the majority of Midland Ave are smaller to prevent conflicts with the overhead transmission lines, where along the remainder of the project urban groves are larger canopy trees. Urban groves along the downtown zones are generally narrower in width, sometimes including only a single line of trees. The project team should continue to evaluate these zones for the inclusion of irrigation and aeriation systems. Reference image

Reference image

Select tree species used along Midland Ave: Cercis canadensis Acer campestre Crataegus viridis ‘Winter King’ Quercus bicolor Nyssa sylvatica

Select tree species used Downtown: Gleditsia tracanthos var inermis Nyssa sylvatica Platanus x acerifolia Quercus bicolor Quercus rubra

Urban grove locations

SCAPE

124


30'

30'

TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

URBAN GROVE - TYPICAL SECTION Scale: NOT TO SCALE 18'

CRUSHED LIMESTONE 18'

NON-WOVEN FILTER FABRIC

18'

15'-6"

18'

15'-6"

STRUCTURAL SOIL

COMPACTED OR UNDISTURBED SUBGRADE

URBAN GROVE - TYPICAL PLAN

STRUCTURAL SOIL UNDER CRUSHED LIMESTONE

Scale: NOT TO SCALE

Scale: 1/2” = 1’-0”

SCAPE

125


PLANTING

TOWN BRANCH COMMONS DESIGN STANDARDS

BLUEGRASS PLANTING TYPOLOGIES

CONCEPT The Bluegrass planting areas occur only along Midland Ave, where room exists for lawn areas to be occupied by people for picnicking, lounging, and sunbathing. These areas would require periodic mowing and edges are designed to reduce thin strips of lawn that make maintenance difficult. Seed mixes for lawns should be selected based upon environmental criteria specific to each area. Trees within the Bluegrass planting areas are shorter due to the overhead utility conflicts, with a wider spacing to allow for more light penetration through to the lawn below.

Reference image

Reference image

Select tree species used along Midland Ave: Nyssa sylvatica Ostrya virginiana Syringa reticulata Amelanchier Canadensis

Bluegrass locations

SCAPE

126


30'

TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

BLUEGRASS - TYPICAL SECTION Scale: NOT TO SCALE

A

24'

24'

24'

24'

24'

"

20 '-4

"

'-4 20

B

BLUEGRASS - TYPICAL PLAN

24'

24'

Scale: NOT TO SCALE

SCAPE

127


PLANTING

TOWN BRANCH COMMONS DESIGN STANDARDS

CREEKSIDE PLANTING TYPOLOGIES

CONCEPT Creekside planting areas occur throughout the project in two formations – wild and ordered. Wilder creekside planting areas occur along Midland, and mark the path of water. They are adjacent to and intersect the ‘stormwater creeks’ and karst cascades that mark stormwater flows. Generally Midland Ave wild Creekside plantings feature a greater diversity of species with more informal and multi-stem branching structure and habitat value. Ordered creekside planting areas occur in water-receiving planting areas downtown and still have variability in spacing and tree type, however they are more organized in their overall visual effect. At critical urban areas, for example along the Edge of Karst Commons, the Creekside planting tree arrangement is structured in a more organized fashion with regular spacing to give a boulevard effect. The Creekside planting palette also includes shrub, grass, perennial, groundcover, and bulb planting. See the plant list for the full range of species for application. Reference image

Reference image

Select tree species used along Midland Ave: Amelanchier arborea Asimina triloba Cercis canadensis Crataegus viridis ‘Winter King’ Hamamelis virginana Nyssa sylvatica Quercus rubra Select tree species used Downtown: Nyssa sylvatica Quercus bicolor Taxodium distichum Quercus rubra Amelanchier arborea Platanus x acerifolia Halesia tetraptera Gleditsia triacanthos var inermis Hamamelis virginiana Creekside locations

Lindera benzoin Aacer burgerianum

SCAPE

128


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

CREEKSIDE - TYPICAL MIDLAND AVE. ELEVATION Scale: NOT TO SCALE

15'

20'

CREEKSIDE - TYPICAL DOWNTOWN ELEVATION Scale: NOT TO SCALE

18' TYP.

7' TYP.

18' TYP.

3" MIN.

1'-6" MIN.

EQ.

6" MIN.

7'

CREEKSIDE - TYPICAL PLAN

BIOSWALE

Scale: NOT TO SCALE

Scale: NOT TO SCALE

SCAPE

BIORETENTION SOIL 3 4"

OPEN GRADED AGGREGATE

3 4" TO 1-1/2" OPEN GRADED AGGREGATE

COMPACTED OR EXISTING SUBGRADE

129


PLANTING

TOWN BRANCH COMMONS DESIGN STANDARDS

ROADSIDE EDGE PLANTING TYPOLOGIES

CONCEPT The roadside edge is a visual and perceptual barrier between vehicular and pedestrian/bike traffic along the path of Town Branch Greenway. The roadside edge is primarily composed of 3’ height grasses, and where sightlines and snowplowing regimes allow, interspersed with clusters of more structural woody shrub planting. The roadside edge is meant to be a consistent and simplified palette of plants, with a predictable and limited maintenance regime. As the roadside buffer is closest and most exposed to vehicular traffic, the palette is selected to be very tolerant of urban conditions, including compaction, salt, heat, pollution, and drought tolerant. The roadside edge varies in width, ranging from a minimum of 2.5’ to a maximum of 8.’ The roadside edge is not interplanted with other tree species as the roadside edge typically occurs where trees are not possible due to sightlines, soil depths, or utility conflicts.

Reference image

Reference image

Roadside edge species: Panicum virgatum ‘Shenandoah’ Calamagrostis x actufiflora ‘Karl Foerster’ Bouteloua curtipendula or B. gracilis ‘Blonde Ambition’ Schizachyrium scoparium ‘Standing Ovation’, ‘Prairie Munchkin’ Ilex glabra ‘Shamrock’ Ceanothus americanus Cornus sericea ‘Kelseyi’ Rosa carolina

Roadside edge locations

SCAPE

130


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

ROADSIDE EDGE - TYPICAL SECTION Scale: NOT TO SCALE

2'-6"

2'-6"

ROADSIDE EDGE -TYPICAL PLAN Scale: NOT TO SCALE

SCAPE

131


PLANTING

TOWN BRANCH COMMONS DESIGN STANDARDS

EDGE BUFFER PLANTING TYPOLOGIES

CONCEPT The edge buffer occurs where screening and visual backdrops are required. Due to safety concerns, the edge buffer should only have a limited mix of evergreen trees and should be applied only where required for screening (adjacent to large stretches of blank wall, unavoidable utility expressions, and to screen vehicular service areas). The edge buffer is composed of a mix of urban tolerant evergreen and more densely structured deciduous trees and shrubs.

Reference image

Select Edge Buffer species: Ilex opaca Juniperus virginiana Taxodium distichum

Edge buffer locations

SCAPE

132


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

25' 20'

15'

20'

15'

EDGE BUFFER - TYPICAL SECTION Scale: NOT TO SCALE

ARBOR TIE CEDAR STAKE, 3 PER TREE

11'

11'

6'-0", TYP.

9' 9'

REMOVE EXCESS SOIL TO EXPOSE TRUNK FLARE. GRAVEL MULCH, SEE SPECS. DO NOT PLACE IN CONTACT WITH TREE TRUNK

1'-0" 2", TYP.

PLANTING SOIL SAUCER WIDER THAN DRIP LINE

PLANTING SOIL

3'-0"

REMOVE BURLAP, TWINE, AND ROPE FROM TOP 1/3 OF ROOTBALL. PLACE ROOT BALL ON UNDISTURBED OR COMPACTED SUBGRADE, ADJUST DEPTH AS NEEDED, DO NOT OVER EXCAVATE

21'

COMPACTED OR UNDISTURBED SOIL 3 TIMES ROOT BALL DIAMETER

EDGE BUFFER - TYPICAL PLAN

EDGE BUFFER - TREE PLANTING

Scale: NOT TO SCALE

Scale: NOT TO SCALE

SCAPE

133


PLANTING

TOWN BRANCH COMMONS DESIGN STANDARDS

STRUCTURAL SOIL PLANTING

CONCEPT Structural soils are provided in areas where proposed trees are located within paved areas. The structural soils perform the dual functions of providing a suitable substrate for the construction of pavements and providing an amenable growing media for trees

ARBOR TIE

and their roots. Structural soils also perform a bridging function

CEDAR STAKE, 3 PER TREE. REMOVE AFTER WARRANTY PERIOD, REPAIR FILTER FABRIC & STABILIZED STONE

for tree roots in that they connect trees to soil volumes beyond the limit of paved areas that tree roots would not otherwise be able to access. All project soils should be carefully specified

EXPOSE TRUNK FLARE.

to ensure proper pH, texture, drainage, and organic matter conditions for healthy tree growth.

REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL. REMOVE ROPE AND BASKETS COMPLETELY NON-WOVEN FILTER FABRIC

PAVERS

PAVERS

PAVER GRATE

PAVER GRATE

CRUSHED LIMESTONE

STRUCTURAL SOIL

36" MIN. Reference image

CONTINUOUS CONCRETE FOOTING FOR PAVER GRATE

ROOT AERATION SYSTEM 36" MIN.

CONTINUOUS CONCRETE FOOTING FOR PAVER GRATE

PLACE ROOT BALL ON COMPACTED SOIL, ADJUST DEPTH AS REQUIRED

Reference image

STRUCTURAL SOIL

STRUCTURAL SOIL

COMPACTED OR UNDISTURBED SUBGRADE

SCAPE

TREE PLANTING IN STRUCTURAL SOIL UNDER CRUSHED LIMESTONE

TREE PLANTING IN STRUCTURAL SOIL UNDER PAVEMENT

Scale: NOT TO SCALE

Scale: NOT TO SCALE

134


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

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SCAPE

135


PLANTING

Edge Buffer Trees

TOWN BRANCH COMMONS DESIGN STANDARDS

CANOPY TREES

N

Kentucky native

S

Recommended Street Tree

PLANT SPECIES

Acer buergerianum

Gleditsia triacanthos var. inermis

Juniperus virginiana

Taxodium distichum

Trident maple

Thornless honeylocust

Eastern red-cedar

Bald cypress

Height: 30’-35’

Height: 50’-75’

Height: 40’-50’

Height: 50’-70’

S

N

N

N

Acer campestre

Gymnocladus dioicus

Nyssa sylvatica

Quercus bicolor

Hedge maple

Kentucky coffetree

Black Gum

Swamp white oak

Height: 25’-35’

Height: 60’-75’

Height: 30’-50’

Height: 50’-60’

S

N

Acer saccharum

S

N

S

N

S

Halesia tetraptera

Ostrya virginiana

Quercus rubra

Sugar maple

Carolina silverbell

Hophornbeam

Northern red oak

Height: 60’-75’

Height: 30’-40’

Height: 25’-40’

Height: 60’-70’

N

S

Itate prorro test as

N

S

N

S

Celtis occidentalis

Ilex opaca

Platanus x acerifolia

Common hackberry

American Holly

London plane tree

Height: 40’-60’

Height: 15’-30’

Height: 75’-100’

N

SCAPE

S

S

N

N

S

S

136


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

UNDERSTORY TREES

N

Kentucky native

S

Recommended Street Tree

PLANT SPECIES

Amelanchier arborea

Hamamelis virginiana

Downy serviceberry

Witch hazel

Height: 25’-30’

Height: 20’-30’

N

N

Amelanchier laevis

Syringa reticulata

Allegheny serviceberry

Japanese tree lilac

Height: 25’-30’

Height: 20’-30’

N

S

Asimina trilobata

Crataegus viridis ‘Winter King’

Pawpaw

Hawthorne

Height: 15’-20’

Height: 25’-30’

N

N

Cercis canadensis Redbud Height: 20’-25’

N

SCAPE

S

137


PLANTING

TOWN BRANCH COMMONS DESIGN STANDARDS

SHRUBS

N

Kentucky native

S

Recommended Street Tree

PLANT SPECIES

Aesculus parviflora

Cornus amomum

Ilex glabra

Rosa carolina

Bottlebrush buckeye

Silky dogwood

Inkberry

Carolina rose

Height: 4’-8’

Height: 6’-12’

Height: 5’-8’

Height: 4’-6’

N

N

N

Aronia ssp.

Cornus racemosa

Lindera benzoin

Rosa rugosa

Native chockeberries

Rough-leaf dogwood

Spicebush

Rugose rose

Height: 3’-10’

Height: 6’-15’

Height: 6’-12’

Height: 3’-6’

N

N

N

N

Cotoneaster horizontalis

Prunus laurocerasus ‘Otto Luyken

Viburnum dentatum

Buttonbush

Rock cotoneaster

Cherry laurel

Arrowwood viburnum

Height: 3’-6’

Height: 2’-3’

Height: 3’-4’

Height: 4’-6’

Cephalanthus occidentalis

N

Itate prorro test as

N

N

Clethra acuminata

Euonymus americanus

Rhus aromatica ‘Gro-Low’

Mountain pepperbush

Strawberry bush

Fragnant sumac ‘Gro-Low’

Height: 5’-7’

Height: 4’-6’

Height: 6’-8’

N

SCAPE

N

N

N

N

138


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

GROUNDCOVERS

N

Kentucky native

S

Recommended Street Tree

PLANT SPECIES

Asarum canadensis

Phlox divaricata

Wild ginger

Phlox

N

N

Cotoneaster dammeri

Tiarella cordifolia

Bearberry cotoneaster

Foam flower

N

N

Heuchera americana American alumroot

N Pachysandra procumbens Allegheny spurge

N

SCAPE

139


PLANTING

TOWN BRANCH COMMONS DESIGN STANDARDS

PERENNIALS & GRASSES

N

Kentucky native

S

Recommended Street Tree

PLANT SPECIES

Asclepias incarnata Swamp milkweed

Eupatorium fistulosum Joe Pye weed

N

N

Aster novae-angliae New England aster

N

Baptisia australis Blue false indigo

N

Echinaceae purpurea Purple coneflower

N

SCAPE

Lobelia siphilitica Great blue lobelia

Itate prorro test as

N

Ratibida pinnata// Grey headed coneflower

N

Solidago nemoralis Grey goldenrod

N

Andropogon gerardii Big bluestem

N

Bouteloua gracilis Blue grama

N

Elymus riparius River Bank wild rye

N

Panicum clandestinum Deer tongue grass

N

Panicum virgatum Switchgrass

N

Schizachyrium scoparium Little bluestem

N

Tripsacum dactyloides Eastern gamma grass

N

Chasmanthium latifolium River oats

N

140


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

PLANT SPECIES MIDLAND TREES

STREETSCAPE TREES

GROUNDCOVERS

Amelanchier arborea

Downy serviceberry

25’-30’

Acer buergerianum

Trident maple

30’-35

Asarum canadensis

Wild ginger

Amelanchier laevis

Allegheny serviceberry

25’-35’

Acer campestre

Hedge maple

25’-35’

Carex pensylvanica

Pennsylvania sedge

Asimina triloba

Pawpaw

15’-20’

Gleditsia triacanthos var. inermis Thornless honeylocust

50’-75’

Cotoneaster dammeri

Bearberry cotoneaster

Carpinus caroliniana

American hornbeam

20’-30’

Gymnocladus dioicus

Kentucky coffetree

60’-75’

Heuchera Americana

American alumroot

Cercis canadensis

Redbud

20’-25’

Halesia tetraptera

Carolina silverbell

30’-40’

Pachysandra procumbens

Allegheny spurge

Chionanthus virginicus

White fringetree

12’-20’

Nyssa sylvatica

Black Gum

30’-50’

Phlox divaricate

Phlox

Halesia tetraptera

Carolina silverbell

30’-40’

Planatus x acerifolia

London plane tree

75’-100’

Tiarella cordifolia

Foam flower

Hamamelis virginiana

Witch-hazel

20’-30’

Syringa reticulata

Japanese tree lilac

20’-30’

Nyssa sylvatica

Black Gum

30’-50’

Quercus rubra

Red oak

50’-75’

Platanus occidentalis

Sycamore

75’-100’

Sassafras albidum

Sassafras

30’-60’

Syringa reticulata

Japanese tree lilac

20’-30’

PERENNIALS

SHRUBS KARST COMMONS TREES

Asclepias incarnate

Swamp milkweed

Aster novae-angliae

New England aster

Baptisia australis ‘Purple

‘Purple Smoke’ blue false indigo

Smoke’

Aesculus parviflora

Bottlebrush buckeye

4’-8’

Aronia ssp.

Native chockeberries

3’-10’

Echinacea purpurea

Purple coneflower Joe-Pye weed

Acer saccharum

Sugar maple

60’-75’

Cephalanthus occidentalis

Buttonbush

3’-6’

Eupatorium fistulosum

Celtis occidentalis

Common hackberry

40’-60’

Ceanothus americanus

New Jersey Tea

2’-3’

Lobelia siphilitica

Great blue lobelia

Nyssa sylvatica

Black Gum

30’-50’

Clethra acuminate

Mountain pepperbush

5’-7’

Ratibida pinnata

Grey headed coneflower

Platanus occidentalis

Sycamore

75’-100’

Cornus amomum

Silky dogwood

6’-12’

Solidago nemoralis

Grey goldenrod

Quercus bicolor

Swamp white oak

50’-60’

Cornus racemosa

Rough-leaf dogwood

6’-15’

Cornus sericea ‘Kelseyi’

Kelsey’s dwarf redosier dogwood 2’-3’

Cotoneaster horizontalis

Rock cotoneaster

2’-3’

Euonymus americanus

Strawberry bush

4’-6’

Ilex glabra ‘Shamrock’

‘Shamrock’ inkberry

5’-8’

Lindera benzoin

Spice bush

6’-12’

Prunus laurocerasus ‘Otto

Cherry laurel

3’-4’

Rhus aromatica ‘Gro-Low’

Fragnant sumac ‘Gro-Low’

6’-8’

Rosa carolina

Carolina rose

4’-6’

Rosa rugosa

Rugosa rose

3’-6’

Viburnum dentatum

Arrowwood viburnum

4’-6’

LCC TREES Gleditsia triacanthos var. inermis Thornless honeylocust

50’-75’

Nyssa sylvatica

Black gum

30’-50’

Quercus bicolor

Swamp white oak

50’-60’

BUFFER TREES Ilex opaca

American Holly

15’-30’

Juniperus virginiana

Juniperus virginiana

40’-50’

Taxodium distichum

Bald cypress

50’-70’

Luyken’

GRASSES Andropogon gerardii

Big bluestem

Bouteloua gracilis ‘Blonde

‘Blonde Ambition’ blue grama

Ambition’ Calamagrostis x acutiflora ‘Karl

‘Karl Foerster’ feather reed grass

Foerster’ Elymus riparius

River Bank wild rye

Panicum clandestinum

Deer tongue grass

Panicum virgatum ‘Shenandoah’ ‘Shenandoah’ switchgrass Schizachyrium scoparium

‘Prairie Munchkin’ little bluestem

‘Prairie Munchkin’ Tripsacum dactyloides

Eastern gamma grass

Chasmanthium latifolium

River oats

Native Kentucky Tree Kentucky Bluegrass Tree Recommended Kentucky Street Tree

SCAPE

141


PLANTING

TOWN BRANCH COMMONS DESIGN STANDARDS

BLOCK PLANS OVERVIEW Block-by-block planting plans showcase the application of the Town Branch planting typologies along the Greenway. Tree species are called out and spacing and location is shown in drawings. groundcover, shrub, perennial, grass and bulb plantings are identified and zoned within their planting typology, but individual specimens are not located. Trees are located to maximize canopy cover and tree health and avoid critical utility conflicts and zones of insufficient soil extent. Structural soil areas are shown throughout.

SCAPE

142


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

PLANTING N.I.C.

LEGEND TREE SPECIES AA AB AC AL AR AS AT

NOTE

AMELANCHIER ARBOREA ACER BUERGERIANUM ACER CAMPESTRE AMELANCHIER LAEVIS ACER RUBRUM ACER SACCHARUM ASIMINA TRILOBA

CC GD GT HT HV IO JV LB NS

TOWN BRANCH COMMONS CERCIS CANADENSIS GYMNOCLADUS DIOICUS GLEDITSIA TRIACANTHOS VAR INERMIS HALESIA TETRAPTERA HAMAMELIS VIRGINIANA ILEX OPACA JUNIPERUS VIRGINIANA LINDERA BENZOIN NYSSA SYLVATICA

LEXINGTON, KY

OV PA QB QR SR TD

OSTRYA VIRGINIANA PLANATUS X ACERIFOLIA QUERCUS BICOLOR QUERCUS RUBRA SYRINGA RETICULATA TAXODIUM DISTICHUM

EDGE BUFFER

ROADSIDE BUFFER

BIOSWALE TO BE INCORPORATED IN DESIGN

PROPOSED DECIDUOUS TREE

EXISTING RIGHT OF WAY

BLUEGRASS

KARST EMBANKMENT KARST STREAM BED

PLANNED DEVELOPMENT OUTSIDE R.O.W

PROPOSED EVERGREEN TREE

CREEKSIDE PLANTING

VERTICAL PLANTING

ADJACENT OPPORTUNITIES OUTSIDE R.O.W

PROPOSED MULTI-STEM TREE

EXISTING PLANTING

EXTENT OF TOWN BRANCH COMMONS PAVING

STRUCTURAL SOIL

EXISTING TREE

ANY TREES TO BE REMOVED TO BE EVALUTED FOR TRANSPLANTING

EXISTING INLETS, JUNCTIONS, PIPES & HEADWALLS

NOTE ANY TREES TO BE REMOVED TO BE EVALUATED FOR TRANSPLANTING.

ROADSIDE BUFFER

EXTENT OF STRUCTURAL SOIL

NS

NS

NS

QB

QB

NS

NS

NS

UG

PLANTING N.I.C.

UG

PLANTING N.I.C., TYP.

PLANTING N.I.C.

PLANTING N.I.C.

Scale: 1” = 30’

SCAPE

TOWN BRANCH COMMONS

LEGEND EDGE BUFFER

ROADSIDE BUFFER

BIOSWALE TO BE INCORPORATED IN DESIGN

PROPOSED DECIDUOUS TREE

BLUEGRASS

KARST EMBANKMENT KARST STREAM BED

PLANNED DEVELOPMENT OUTSIDE R.O.W

PROPOSED EVERGREEN TREE

EXISTING RIGHT OF WAY EXISTING INLETS, JUNCTIONS, PIPES & HEADWALLS

SCAPE/LANDSCAPE ARCHITECTURE DPC 277 BROADWAY, SUITE 1606

1622 MAY 26, 2017 1"-30'

HYDROLOGY & PLANTING

143


PLANTING

TOWN BRANCH COMMONS DESIGN STANDARDS

BLOCK PLANS ALGONQUIN ST

RUPP DISTRICT

THE 500'S ON MAIN, LLC D.B. 2602 PG. 153

W MAIN ST ROADSIDE BUFFER, TYP. · Panicum, canopy trees and yellow flowering Witch-Hazel mix. HV

W MAIN ST

GT GT

THORNLESS HONEYLOCUST URBAN GROVE

HV AL

HV

QB AL

QB QB QB

GT

QB

QB

W

GT

GT

GT

GT

GT

VI

NE

XX

GT

ST

XX

HV

EXISTING WATER FOUNTAIN

HV

HV

LEXINGTON CENTER CORPORATION D.B. 1105 PG. 522 TRACT II P.C. B SI 378

HV

HV AL HV

AL

LEXINGTON CENTER CORPORATION D.B. 1105 PG. 522 TRACT I P.C. B SI 378

AL

Scale: 1” = 30’

SCAPE

AL

144


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

PLANTING N.I.C.

LEGEND

NOTE

TREE SPECIES

GT

GT

GT

AA AB AC AL AR AS AT

GT

GT

CC GD GT HT HV IO JV LB NS

AMELANCHIER ARBOREA ACER BUERGERIANUM ACER CAMPESTRE AMELANCHIER LAEVIS ACER RUBRUM ACER SACCHARUM ASIMINA TRILOBA

TOWN BRANCH COMMONS CERCIS CANADENSIS GYMNOCLADUS DIOICUS GLEDITSIA TRIACANTHOS VAR INERMIS HALESIA TETRAPTERA HAMAMELIS VIRGINIANA ILEX OPACA JUNIPERUS VIRGINIANA LINDERA BENZOIN NYSSA SYLVATICA

LEXINGTON, KY

OV PA QB QR SR TD

OSTRYA VIRGINIANA PLANATUS X ACERIFOLIA QUERCUS BICOLOR QUERCUS RUBRA SYRINGA RETICULATA TAXODIUM DISTICHUM

EDGE BUFFER

PROPOSED DECIDUOUS TREE

EXISTING RIGHT OF WAY

KARST EMBANKMENT KARST STREAM BED

PLANNED DEVELOPMENT OUTSIDE R.O.W

PROPOSED EVERGREEN TREE

CREEKSIDE PLANTING

VERTICAL PLANTING

ADJACENT OPPORTUNITIES OUTSIDE R.O.W

PROPOSED MULTI-STEM TREE

EXISTING PLANTING

EXTENT OF TOWN BRANCH COMMONS PAVING

STRUCTURAL SOIL

EXISTING TREE

EXISTING INLETS, JUNCTIONS, PIPES & HEADWALLS

NOTE ANY TREES TO BE REMOVED TO BE EVALUATED FOR TRANSPLANTING.

EXISTING WATER FOUNTAIN

GT

GT

BIOSWALE TO BE INCORPORATED IN DESIGN

BLUEGRASS

ANY TREES TO BE REMOVED TO BE EVALUTED FOR TRANSPLANTING

HV

ROADSIDE BUFFER

HV

HV

HV

HV AL HV

AL

LEXINGTON CENTER CORPORATION D.B. 1105 PG. 522 TRACT I P.C. B SI 378

AL

S BROADWAY

AL

LEXINGTON DOWNTOWN HOTEL, LLC D.B. 3244 PG. 72 P.C. D SI. 223 P.C. D SI. 251 P.C. D SI. 437

LEXINGTON CENTER CORPORATION D.B. 1105 PG. 522 TRACT I P.C. B SI 378

LEXIN D.B. 3 P.C. D P.C. D P.C. D

ROADSIDE BUFFER, TYP. · Panicum

W

LEXINGTON CENTER CORPORATION D.B. 1105 PG. 522 TRACT II P.C. B SI 378

URBAN GROVE Autumn Foliage Interest: · Thornless honeylocust, yellow fall color. · Swamp White Oak, orange fall color.

NE

VI ST

QB

EXTENT OF STRUCTURAL SOIL, TYP.

QB

GT

LEXINGTON CENTER CORPORATION D.B. 1105 PG. 522 TRACT II P.C. B SI 378

Scale: 1” = 30’

SCAPE

TOWN BRANCH COMMONS

QR

GT

GT

QR

QB

LEGEND EDGE BUFFER

ROADSIDE BUFFER

BIOSWALE TO BE INCORPORATED IN DESIGN

PROPOSED DECIDUOUS TREE

BLUEGRASS

KARST EMBANKMENT KARST STREAM BED

PLANNED DEVELOPMENT OUTSIDE R.O.W

PROPOSED EVERGREEN TREE

EXISTING RIGHT OF WAY EXISTING INLETS, JUNCTIONS, PIPES & HEADWALLS

SCAPE/LANDSCAPE ARCHITECTURE DPC 277 BROADWAY, SUITE 1606

1622 MAY 26, 2017 1"-30'

HYDROLOGY & PLANTING

145


PLANTING

TOWN BRANCH COMMONS DESIGN STANDARDS

S BROADWAY

BLOCK PLANS RUPP DISTRICT LEXINGTON CENTER CORPORATION D.B. 1105 PG. 522 TRACT I P.C. B SI 378

LEXINGTON DOWNTOWN HOTEL, LLC D.B. 3244 PG. 72 P.C. D SI. 223 P.C. D SI. 251 P.C. D SI. 437

W

URBAN GROVE Autumn Foliage Interest: · Thornless honeylocust, yellow fall color. · Swamp White Oak, orange fall color.

NE

VI ST

QB

QB

GT

LEXINGTON CENTER CORPORATION D.B. 1105 PG. 522 TRACT II P.C. B SI 378

QR

GT

GT

GT

QB

GT

QR

QB

QB

QB

QB

QB

W VINE ST

QB

30" MIN.

QB

ROADSIDE BUFFER, TYP.

· Panicum CENTER CORPORATION D.B. 1177 PG. 113 EDGE BUFFER, TYP. PARCEL 4A · Vertical planting P.C. B SI. 378

300 WEST VINE, LLC D.B. 2034 PG. 355 P.C. A SI. 554

S BROADWAY

EXTENT OF STRUCTURAL SOIL, TYP. LEXINGTON

Scale: 1” = 30’

SCAPE

TOWN BRANCH COMMONS

LEGEND EDGE BUFFER

ROADSIDE BUFFER

BIOSWALE TO BE INCORPORATED IN DESIGN

PROPOSED DECIDUOUS TREE

BLUEGRASS

KARST EMBANKMENT KARST STREAM BED

PLANNED DEVELOPMENT OUTSIDE R.O.W

PROPOSED EVERGREEN TREE

EXISTING RIGHT OF WAY EXISTING INLETS, JUNCTIONS, PIPES & HEADWALLS

SCAPE/LANDSCAPE ARCHITECTURE DPC 277 BROADWAY, SUITE 1606

1622 MAY 26, 2017 1"-30'

HYDROLOGY & PLANTING

146


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

S BROADWAY

PLANTING N.I.C.

LEGEND

AA AB AC AL AR AS AT

NOTE

CC GD GT HT HV IO JV LB NS

AMELANCHIER ARBOREA ACER BUERGERIANUM ACER CAMPESTRE AMELANCHIER LAEVIS ACER RUBRUM ACER SACCHARUM ASIMINA TRILOBA

TOWN BRANCH COMMONS CERCIS CANADENSIS GYMNOCLADUS DIOICUS GLEDITSIA TRIACANTHOS VAR INERMIS HALESIA TETRAPTERA HAMAMELIS VIRGINIANA ILEX OPACA JUNIPERUS VIRGINIANA LINDERA BENZOIN NYSSA SYLVATICA

LEXINGTON, KY

LEXINGTON DOWNTOWN HOTEL, LLC D.B. 3244 PG. 72 P.C. D SI. 223 P.C. D SI. 251 P.C. D SI. 437

ANY TREES TO BE REMOVED TO BE EVALUTED FOR TRANSPLANTING

OV PA QB QR SR TD

OSTRYA VIRGINIANA PLANATUS X ACERIFOLIA QUERCUS BICOLOR QUERCUS RUBRA SYRINGA RETICULATA TAXODIUM DISTICHUM

EDGE BUFFER

PROPOSED DECIDUOUS TREE

PA

KARST EMBANKMENT KARST STREAM BED

PLANNED DEVELOPMENT OUTSIDE R.O.W

PROPOSED EVERGREEN TREE

CREEKSIDE PLANTING

VERTICAL PLANTING

ADJACENT OPPORTUNITIES OUTSIDE R.O.W

PROPOSED MULTI-STEM TREE

EXTENT OF TOWN BRANCH

EXISTING TREE

STRUCTURAL SOIL

COMMONS PAVING MVC II, LLC D.B. 3236 PG. 413 PC D SI. 223

URBAN GROVE Autumn Foliage Interest: · Thornless honeylocust, yellow fall color. · Swamp White Oak, orange fall color.

GT

BIOSWALE TO BE INCORPORATED IN DESIGN

BLUEGRASS

EXISTING PLANTING

COMMONWEALTH OF KENTUCKY D.B. 1264 PG. 236 PC. D SI. 223

ROADSIDE BUFFER

S MILL ST

TREE SPECIES

EXTENT OF STRUCTURAL SOIL, TYP.

EXISTING RIGHT OF WAY EXISTING INLETS, JUNCTIONS, PIPES & HEADWALLS

PA

NOTE ANY TREES TO BE REMOVED TO BE EVALUATED FOR TRANSPLANTING.

LEXINGTON FINANCIAL CENTER, LLC D.B. 2716 PG. 238 CREEKS P.C. F SI. 90 Connects PA

PA

RED OAK URBAN GROVE · Dark red fall color.

GT

GT

GT

QB

QB

GT

QR

QB

QR

QR

PA

PA

PA

PA

PA

PA

PA

PA

PA

PA

PA

PA

QR

QR

HV

QR

AA

QR QR

W VINE ST

QR

LONDON PLANE TREE URBAN GROVE Recommended street tree appropriate for structural soil.

ROADSIDE BUFFER, TYP. · Panicum

S MILL ST

S BROADWAY

300 WEST VINE, LLC D.B. 2034 PG. 355 P.C. A SI. 554

FF LEXINGTON LLC, ET. AL. D.B. 2905 PG. 88 P.C. M SI. 567

Scale: 1” = 30’

SCAPE

TOWN BRANCH COMMONS

LEGEND EDGE BUFFER

ROADSIDE BUFFER

BIOSWALE TO BE INCORPORATED IN DESIGN

PROPOSED DECIDUOUS TREE

BLUEGRASS

KARST EMBANKMENT KARST STREAM BED

PLANNED DEVELOPMENT OUTSIDE R.O.W

PROPOSED EVERGREEN TREE

EXISTING RIGHT OF WAY EXISTING INLETS, JUNCTIONS, PIPES & HEADWALLS

SCAPE/LANDSCAPE ARCHITECTURE DPC 277 BROADWAY, SUITE 1606

1622 MAY 26, 2017 1"-30'

HYDROLOGY & PLANTING

147


PLANTING

TOWN BRANCH COMMONS DESIGN STANDARDS

BLOCK PLANS DOWNTOWN & WEG PA

CREEKSIDE PLANTING, TYP. Connects to existing bioswale. · Redbud, pink flowers in April · Spice bush, yellow fall color · Witch-hazel, yellow flowers in Oct-Dec · Amelanchier arborea, white flowers in March/April

PA

PA

PA

PA

PA

PA

PA

PA

PA

PA

PA

PA

PA

PA

EXTENT OF STRUCTURAL SOIL, TYP.

AF

AF

AF

NS

NS

AA

HV

LB

AA AA

CC

CC

CC HV

LB

HV

LB

AA AA

AA NS

LONDON PLANE TREE URBAN GROVE Recommended street tree appropriate for structural soil.

LB CC AA

EXPANDED BIOSWALE · Connection to existing bioswale

AA

AA

ROADSIDE BUFFER, TYP. · Panicum

Scale: 1” = 30’

SCAPE

148


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

PLANTING N.I.C.

LEGEND TREE SPECIES AA AB AC AL AR AS AT

NOTE

CC GD GT HT HV IO JV LB NS

AMELANCHIER ARBOREA ACER BUERGERIANUM ACER CAMPESTRE AMELANCHIER LAEVIS ACER RUBRUM ACER SACCHARUM ASIMINA TRILOBA

TOWN BRANCH COMMONS CERCIS CANADENSIS GYMNOCLADUS DIOICUS GLEDITSIA TRIACANTHOS VAR INERMIS HALESIA TETRAPTERA HAMAMELIS VIRGINIANA ILEX OPACA JUNIPERUS VIRGINIANA LINDERA BENZOIN NYSSA SYLVATICA

LEXINGTON, KY

OV PA QB QR SR TD

OSTRYA VIRGINIANA PLANATUS X ACERIFOLIA QUERCUS BICOLOR QUERCUS RUBRA SYRINGA RETICULATA TAXODIUM DISTICHUM

EDGE BUFFER

PROPOSED DECIDUOUS TREE

BLUEGRASS

KARST EMBANKMENT KARST STREAM BED

PLANNED DEVELOPMENT OUTSIDE R.O.W

PROPOSED EVERGREEN TREE

CREEKSIDE PLANTING

VERTICAL PLANTING

ADJACENT OPPORTUNITIES OUTSIDE R.O.W

PROPOSED MULTI-STEM TREE

EXISTING PLANTING

EXTENT OF TOWN BRANCH COMMONS PAVING

STRUCTURAL SOIL

EXISTING TREE

EXISTING RIGHT OF WAY EXISTING INLETS, JUNCTIONS, PIPES & HEADWALLS

NOTE ANY TREES TO BE REMOVED TO BE EVALUATED FOR TRANSPLANTING.

FAYETTE LAND COMPANY,EDGE LLCBUFFER · Mixed evergreens. D.B. 3200 PG. 713 · Carolina Silverbell, P.C. R SI. 68 flowers white in April. P.C. A SI. 764 P.C. A SI. 767

EDGE BUFFER Climbing plants at garage. · Evergreens mixed Carolina Silverbell white flowers in April.

·

·

HT

JV GT

GT

GT

HT

GT IO

IO

HT IO

IO

AB

IO

S LIMESTONE

CUR?, INC.

BIOSWALE TO BE INCORPORATED IN DESIGN

S UPPER ST

ANY TREES TO BE REMOVED TO BE EVALUTED FOR TRANSPLANTING

ROADSIDE BUFFER

AB

IO

HT

IO

JV

HT IO

GT

QR

QR

ROADSIDE BUFFER, TYP. · Panicum

EXTENT OF STRUCTURAL SOIL, TYP.

QR

Scale: 1” = 30’

SCAPE

HAGABBARD PROPERTIES III LLC MADISON INVESTMENTS III D.B. 2616 PG. 363 P.C. A SI. 566

LANDRUM & SHOUSE LLP D.B. 2822 PG. 391

LANDRUM & SHOUSE D.B. 1539 PG. 470

THOMAS A. POLITES D.B. 2434 PG. 518

S LIMESTONE

S UPPER ST

W VINE ST

149


PLANTING

TOWN BRANCH COMMONS DESIGN STANDARDS

BLOCK PLANS S LIMESTONE

DOWNTOWN & WEG

WATER ST WATER ST GT

QR

LFUCG D.B. 2156 PG. 486

QB

EXTENT OF STRUCTURAL SOIL, TYP.

QR QR

QB

QB

LFUCG D.B. 2156 PG. 486

QB

HERNANDO ALLEY

RED OAK URBAN GROVE

CREEKSIDE PLANTING QB

QB

QB

QB

QB

QB

QB

NS

NS

AL

QB

AL

ROADSIDE BUFFER, TYP. · Panicum EXTENT OF STRUCTURAL SOIL

E VINE ST

S LIMESTONE

KENTUCKY LEAGUE OF CITIES. INC. D.B. 2107 PG. 01

KENTUCKY UTILITIES CO. D.B. 302 PG. 349

LEXIN LEXINGTON AND FAYETTE COUNTY PARKING AUTHORITY D.B. 3084 PG. 68 Scale: 1” = 30’

SCAPE

TOWN BRANCH COMMONS

LEGEND EDGE BUFFER

ROADSIDE BUFFER

BIOSWALE TO BE INCORPORATED IN DESIGN

PROPOSED DECIDUOUS TREE

BLUEGRASS

KARST EMBANKMENT KARST STREAM BED

PLANNED DEVELOPMENT OUTSIDE R.O.W

PROPOSED EVERGREEN TREE

EXISTING RIGHT OF WAY EXISTING INLETS, JUNCTIONS, PIPES & HEADWALLS

SCAPE/LANDSCAPE ARCHITECTURE DPC 277 BROADWAY, SUITE 1606

1622 MAY 26, 2017 1"-30'

HYDROLOGY & PLANTING

150


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

PLANTING N.I.C.

LEGEND TREE SPECIES AA AB AC AL AR AS AT

NOTE

AMELANCHIER ARBOREA ACER BUERGERIANUM ACER CAMPESTRE AMELANCHIER LAEVIS ACER RUBRUM ACER SACCHARUM ASIMINA TRILOBA

CC GD GT HT HV IO JV LB NS

TOWN BRANCH COMMONS CERCIS CANADENSIS GYMNOCLADUS DIOICUS GLEDITSIA TRIACANTHOS VAR INERMIS HALESIA TETRAPTERA HAMAMELIS VIRGINIANA ILEX OPACA JUNIPERUS VIRGINIANA LINDERA BENZOIN NYSSA SYLVATICA

LEXINGTON, KY

OV PA QB QR SR TD

OSTRYA VIRGINIANA PLANATUS X ACERIFOLIA QUERCUS BICOLOR QUERCUS RUBRA SYRINGA RETICULATA TAXODIUM DISTICHUM

EDGE BUFFER

ROADSIDE BUFFER

BIOSWALE TO BE INCORPORATED IN DESIGN

PROPOSED DECIDUOUS TREE

BLUEGRASS

KARST EMBANKMENT KARST STREAM BED

PLANNED DEVELOPMENT OUTSIDE R.O.W

PROPOSED EVERGREEN TREE

CREEKSIDE PLANTING

VERTICAL PLANTING

ADJACENT OPPORTUNITIES OUTSIDE R.O.W

PROPOSED MULTI-STEM TREE

EXISTING PLANTING

EXTENT OF TOWN BRANCH COMMONS PAVING

STRUCTURAL SOIL

EXISTING TREE

ANY TREES TO BE REMOVED TO BE EVALUTED FOR TRANSPLANTING

EXISTING RIGHT OF WAY EXISTING INLETS, JUNCTIONS, PIPES & HEADWALLS

NOTE ANY TREES TO BE REMOVED TO BE EVALUATED FOR TRANSPLANTING.

EDGE BUFFER Planting to obscure view of parking lot. Combination of evergreens.

CREEKSIDE PLANTING · Swamp White Oak · Black Gum

EXTENT OF STRUCTURAL SOIL

IO

IO

TD IO

IO

IO AL

QB

AL

QB

AL

QB

AL

QB

QB

TD

IO

NS

QB

NS

NS

AL

NS

AL

NS

AL

NS

AL

QB

IO

IO AL

QB

QB

QB

QB

NS AL

ROADSIDE BUFFER, TYP. · Panicum

EXTENT OF STRUCTURAL SOIL, TYP.

Scale: 1” = 30’

SCAPE

TOWN BRANCH COMMONS

LEGEND EDGE BUFFER BLUEGRASS

ROADSIDE BUFFER KARST EMBANKMENT

BIOSWALE TO BE INCORPORATED IN DESIGN

PROPOSED DECIDUOUS TREE

PLANNED DEVELOPMENT

PROPOSED

EXISTING RIGHT OF WAY EXISTING INLETS, JUNCTIONS, PIPES & HEADWALLS

SCAPE/LANDSCAPE ARCHITECTURE DPC

1622 MAY 26, 2017

HYDROLOGY & PLANTING

151

AL


PLANTING

TOWN BRANCH COMMONS DESIGN STANDARDS

BLOCK PLANS DOWNTOWN & VINE STREET

WATER ST

KENTUCKY UTILITIES COMPANY D.B. 1510 PG. 465 TRACT 1 P.C. B SI. 204

KENTUCKY UTILITIES COMPANY D.B. 1510 PG. 465 TRACT 2 QUALITY ST

LITIES COMPANY 65 TRACT 2 CREEKSIDE PLANTING Swamp White Oak Black Gum

· ·

EDGE BUFFER · Planting to obscure view of parking · Combination of evergreens IO

IO

IO IO

NS AL

AL

NS

NS AL

AL

NS

AL

AL

NS AL

CREEKSIDE PLANTING · Kentucky Coffee Tree (Native bluegrass tree and recommended street tree, appropriate for structural soil) · Witch-hazel, yellow flowers in Oct-Dec

NS AL

AL

QB

AL AL

AL

QB

QB

QB

QB

IO

IO

QB

AL

HT

HT GD

ROADSIDE BUFFER, TYP. · Panicum

KENT D.B. 1

GD

HV

HV

HV

EXTENT OF STRUCTURAL SOIL

E VINE ST

ARTHUR B. ROUSE III D.B. 2760 PG. 371 P.C. J SI. 127

219 EAST HIGH STREET LLC D.B. 3306 PG. 116

YMCA OF GREATER LEXINGTON D.B. 473 PG. 252 D.B. 473 PG. 275 D.B. 694 PG. 602 D.B. 975 PG. 226 D.B. 1343 PG. 521 D.B. 1346 PG. 489

SHE PROPERTIES, LLC D.B. 3212 PG. 328

BECK ALY

WINKUS BECK LLC D.B. 2300 PG. 677

Scale: 1” = 30’

SCAPE

TOWN BRANCH COMMONS

LEGEND EDGE BUFFER

ROADSIDE BUFFER

BIOSWALE TO BE INCORPORATED IN DESIGN

PROPOSED DECIDUOUS TREE

BLUEGRASS

KARST EMBANKMENT KARST STREAM BED

PLANNED DEVELOPMENT OUTSIDE R.O.W

PROPOSED EVERGREEN TREE

EXISTING RIGHT OF WAY EXISTING INLETS, JUNCTIONS, PIPES & HEADWALLS

SCAPE/LANDSCAPE ARCHITECTURE DPC 277 BROADWAY, SUITE 1606

1622 MAY 26, 2017 1"-30'

HYDROLOGY & PLANTING

152

PA


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

PLANTING N.I.C.

LEGEND TREE SPECIES AA AB AC AL AR AS AT

NOTE

CC GD GT HT HV IO JV LB NS

AMELANCHIER ARBOREA ACER BUERGERIANUM ACER CAMPESTRE AMELANCHIER LAEVIS ACER RUBRUM ACER SACCHARUM ASIMINA TRILOBA

TOWN BRANCH COMMONS CERCIS CANADENSIS GYMNOCLADUS DIOICUS GLEDITSIA TRIACANTHOS VAR INERMIS HALESIA TETRAPTERA HAMAMELIS VIRGINIANA ILEX OPACA JUNIPERUS VIRGINIANA LINDERA BENZOIN NYSSA SYLVATICA

LEXINGTON, KY

OV PA QB QR SR TD

OSTRYA VIRGINIANA PLANATUS X ACERIFOLIA QUERCUS BICOLOR QUERCUS RUBRA SYRINGA RETICULATA TAXODIUM DISTICHUM

EDGE BUFFER

ROADSIDE BUFFER

BIOSWALE TO BE INCORPORATED IN DESIGN

EXISTING RIGHT OF WAY

PROPOSED DECIDUOUS TREE

BLUEGRASS

KARST EMBANKMENT KARST STREAM BED

PLANNED DEVELOPMENT OUTSIDE R.O.W

PROPOSED EVERGREEN TREE

CREEKSIDE PLANTING

VERTICAL PLANTING

ADJACENT OPPORTUNITIES OUTSIDE R.O.W

PROPOSED MULTI-STEM TREE

EXISTING PLANTING

EXTENT OF TOWN BRANCH COMMONS PAVING

STRUCTURAL SOIL

EXISTING TREE

ANY TREES TO BE REMOVED TO BE EVALUTED FOR TRANSPLANTING

EXISTING INLETS, JUNCTIONS, PIPES & HEADWALLS

IO

NOTEIO ANY TREES TO BE REMOVED TO BE EVALUATED FOR TRANSPLANTING. TD

TD

G & R VINE STREET PROPERTIES D.B. 1574 PG. 500 P.C. B SI. 775

ROSE ST

HT

KENTUCKY UTILITIES COMPANY D.B. 1510 PG. 465 TRACT 1 P.C. B SI. 204

HT

MILBANK COURT INVESTORS, LLC EXISTING EDGE D.B. 3338 PG. 564 BUFFER P.C. F SI. 689

HT

TD IO

EDGE BUFFER Planting to obscure the view of the parking lot. · Evergreen mix. · Carolina Silverbell, white flowers in April.

IO IO

EXTENT OF STRUCTURAL SOIL GD

HV

HV

PA

PA

PA

PA

GD

PA

HV

HT

GD

GD

GD

GD

PA

GD

HT

HV

HV

T

NE S

HV

E VI

ROADSIDE BUFFER, TYP. · Panicum

·

CREEKSIDE PLANTING, TYP. · Kentucky Coffee Tree Witch-hazel, yellow flowers in Oct-Dec

E VINE ST

OLD VINE PLA CONDOMINIUM P.C. G SI. 495

KENTUCKY COFFEE TREE URBAN GROVE · Native bluegrass tree and recommended street tree, appropriate for structural soil.

XINGTON FLEETWOOD LAND MANAGEMENT, LLC D.B. 2568 PG. 252

WILLIAM A. COMBS, JR. D.B. 2491 PG. 457

LEXWEST CORPORATION. INC. D.B. 3224 PG. 588 P.C. F SI. 678 P.C. H SI. 61

ROSE ST

YMCA OF GREATER LEXINGTON D.B. 473 PG. 252 D.B. 473 PG. 275 D.B. 694 PG. 602 D.B. 975 PG. 226 D.B. 1343 PG. 521 D.B. 1346 PG. 489

Scale: 1” = 30’

SCAPE

TOWN BRANCH COMMONS

LEGEND EDGE BUFFER

ROADSIDE BUFFER

BIOSWALE TO BE INCORPORATED IN DESIGN

PROPOSED DECIDUOUS TREE

BLUEGRASS

KARST EMBANKMENT KARST STREAM BED

PLANNED DEVELOPMENT OUTSIDE R.O.W

PROPOSED EVERGREEN TREE

EXISTING RIGHT OF WAY EXISTING INLETS, JUNCTIONS, PIPES & HEADWALLS

SCAPE/LANDSCAPE ARCHITECTURE DPC 277 BROADWAY, SUITE 1606

1622 MAY 26, 2017 1"-30'

HYDROLOGY & PLANTING

153


PLANTING

TOWN BRANCH COMMONS DESIGN STANDARDS

BLOCK PLANS

IO IO

DOWNTOWN & VINE STREET

IO

EDGE BUFFER, TYP. Planting to obscure the view of the parking lot. · Evergreen mix. · Carolina Silverbell, white flowers in April

TD

QR

HT

JV

QR

AA

QR

HT AA

HT

AA

AA

IO

TD IO

JV

AA

JV IO

TD

AA

AA

TD

QR AA

·

CREEKSIDE PLANTING, TYP. Continuation of creekside planting · Red oak, dark red fall color. Amelanchier arborea, white flowers with March-April PA TD HT HT

AA

AA PA IO

AA

TD AA AA

IO IO

ROADSIDE BUFFER, TYP. · Panicum

IO TD TD

HT

Scale: 1” = 30’

SCAPE

TOWN BRANCH COMMONS

LEGEND EDGE BUFFER

ROADSIDE BUFFER

BIOSWALE TO BE INCORPORATED IN DESIGN

PROPOSED DECIDUOUS TREE

BLUEGRASS

KARST EMBANKMENT KARST STREAM BED

PLANNED DEVELOPMENT OUTSIDE R.O.W

PROPOSED EVERGREEN TREE

EXISTING RIGHT OF WAY EXISTING INLETS, JUNCTIONS, PIPES & HEADWALLS

SCAPE/LANDSCAPE ARCHITECTURE DPC 277 BROADWAY, SUITE 1606

1622 MAY 26, 2017 1"-30'

HYDROLOGY & PLANTING

154


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

PLANTING N.I.C.

LEGEND HT

TREE SPECIES HT

AA AB AC AL AR AS AT

AA

NOTE

CC GD GT HT HV IO JV LB NS

AMELANCHIER ARBOREA ACER BUERGERIANUM ACER CAMPESTRE AMELANCHIER LAEVIS ACER RUBRUM ACER SACCHARUM ASIMINA TRILOBA

TOWN BRANCH COMMONS CERCIS CANADENSIS GYMNOCLADUS DIOICUS GLEDITSIA TRIACANTHOS VAR INERMIS HALESIA TETRAPTERA HAMAMELIS VIRGINIANA ILEX OPACA JUNIPERUS VIRGINIANA LINDERA BENZOIN NYSSA SYLVATICA

LEXINGTON, KY

OV PA QB QR SR TD

OSTRYA VIRGINIANA PLANATUS X ACERIFOLIA QUERCUS BICOLOR QUERCUS RUBRA SYRINGA RETICULATA TAXODIUM DISTICHUM

BIOSWALE TO BE INCORPORATED IN DESIGN

HT

EDGE BUFFER

ROADSIDE BUFFER

BLUEGRASS

KARST EMBANKMENT KARST STREAM BED

CREEKSIDE PLANTING

VERTICAL PLANTING

EXISTING PLANTING

EXTENT OF TOWN BRANCH COMMONS PAVING

TD

ANY TREES TO BE REMOVED TO BE EVALUTED FOR TRANSPLANTING TD

MAIN & VINE PARTNERS, LLC D.B. 2781 PG. 628 P.C. A SI. 771 P.C. A SI. 772 P.C. A SI. 773 P.C. B SI. 233

EXISTING RIGHT OF WAY

PROPOSED

INC. FOUNDATION, TRIANGLE DECIDUOUS TREE EXISTING INLETS, JUNCTIONS, PROPOSED PLANNED DEVELOPMENT D.B. 1514 PG. 489 PIPES & HEADWALLS EVERGREEN TREE OUTSIDE R.O.W 316 PG. 1499 D.B. PROPOSED ADJACENT OPPORTUNITIES NOTE MULTI-STEM OUTSIDE R.O.W 633 TREE D.B. 1495 PG. ANY TREES TO BE REMOVED TO BE EVALUATED FOR TRANSPLANTING. EXISTING STRUCTURAL SOIL 705TREE D.B. 1847 PG. D.B. 1495 PG. 633

AA

IO

EM

AA

IO

IO

AIN

IO

AA

ST

IO

QR QR

ST

EDGE BUFFER, TYP. Planting to obscure the parking Mixed evergreens · Carolina Silverbelll, white · flowers in April

QR

NE

AA

VI

TD

E

HT

IO

JV

TD

TD

HT

IO

TD

IO

TD NS

TD IO

TD

TD AA

NS

NS

IO

HT

IO

TD

NS

TD

IO

HT

IO

NS

NS

IO

HT

IO IO

AA NS

NS

AA

AA AA

NS QR NS

QR

NS

QR AA AA

AA

ROADSIDE BUFFER, TYP.

2' CURB CUT FOR WATER INLET, TYP.

INE

EV

ST

BLACK GUM URBAN GROVE Recommended native street tree with beautiful orange fall color.

EXTENT OF STRUCTURAL SOIL

AIN

EM ST

CMW REAL ESTATE, LLC D.B. 2134 PG. 631 P.C. A SI. 732

Scale: 1” = 30’

SCAPE

TOWN BRANCH COMMONS

LEGEND EDGE BUFFER

ROADSIDE BUFFER

BIOSWALE TO BE INCORPORATED IN DESIGN

PROPOSED DECIDUOUS TREE

BLUEGRASS

KARST EMBANKMENT KARST STREAM BED

PLANNED DEVELOPMENT OUTSIDE R.O.W

PROPOSED EVERGREEN TREE

EXISTING RIGHT OF WAY EXISTING INLETS, JUNCTIONS, PIPES & HEADWALLS

SCAPE/LANDSCAPE ARCHITECTURE DPC 277 BROADWAY, SUITE 1606

1622 MAY 26, 2017 1"-30'

HYDROLOGY & PLANTING

155


PLANTING

TOWN BRANCH COMMONS DESIGN STANDARDS

BLOCK PLANS MIDLAND AVENUE & EAST END

TRIANGLE FOUNDATION, INC. D.B. 1514 PG. 489 D.B. 1499 PG. 316 D.B. 1495 PG. 633 D.B. 1847 PG. 705 D.B. 1495 PG. 633

AT HV

HV HV

HV

AT

CC

CC

CC

QR

AA AA

AT

QR QR

AA

AA

AA

AA

HV HV

CC

QR HV

AT

CREEKSIDE PLANTING Repetition of the existing oak trees in Thoroughbred park. · Oaks, dark red fall color. · Witch-hazel, yellow flowers in Oct./Dec. · Redbud pink flowers in April · Amelanchier arborea, white flowers in March/April

BLUEGRASS PLANTING

MIDLAND AVE

2' CURB CUT FOR WATER INLET, TYP.

LEXINGTON H L SERVICES, INC. D.B. 2083 PG. 691 P.C. H SI. 129 P.C. F SI. 478 P.C. D SI. 123

EM

AIN

Scale: 1” = 30’

ST

SCAPE

TOWN BRANCH COMMONS

LEGEND EDGE BUFFER

ROADSIDE BUFFER

BIOSWALE TO BE INCORPORATED IN DESIGN

PROPOSED DECIDUOUS TREE

BLUEGRASS

KARST EMBANKMENT KARST STREAM BED

PLANNED DEVELOPMENT OUTSIDE R.O.W

PROPOSED EVERGREEN TREE

EXISTING RIGHT OF WAY EXISTING INLETS, JUNCTIONS, PIPES & HEADWALLS

SCAPE/LANDSCAPE ARCHITECTURE DPC 277 BROADWAY, SUITE 1606

1622 MAY 26, 2017 1"-30'

HYDROLOGY & PLANTING

156


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

PLANTING N.I.C.

LEGEND TREE SPECIES AA AB AC AL AR AS AT

NOTE

AMELANCHIER ARBOREA ACER BUERGERIANUM ACER CAMPESTRE AMELANCHIER LAEVIS ACER RUBRUM ACER SACCHARUM ASIMINA TRILOBA

CC GD GT HT HV IO JV LB NS

TOWN BRANCH COMMONS CERCIS CANADENSIS GYMNOCLADUS DIOICUS GLEDITSIA TRIACANTHOS VAR INERMIS HALESIA TETRAPTERA HAMAMELIS VIRGINIANA ILEX OPACA JUNIPERUS VIRGINIANA LINDERA BENZOIN NS NYSSA SYLVATICA

LEXINGTON, KY

OV PA QB QR SR TD

OSTRYA VIRGINIANA PLANATUS X ACERIFOLIA QUERCUS BICOLOR QUERCUS RUBRA SYRINGA RETICULATA TAXODIUM DISTICHUM

EDGE BUFFER

ROADSIDE BUFFER

BIOSWALE TO BE INCORPORATED IN DESIGN

PROPOSED DECIDUOUS TREE

EXISTING RIGHT OF WAY

BLUEGRASS

KARST EMBANKMENT KARST STREAM BED

PLANNED DEVELOPMENT OUTSIDE R.O.W

PROPOSED EVERGREEN TREE

CREEKSIDE PLANTING

VERTICAL PLANTING

ADJACENT OPPORTUNITIES OUTSIDE R.O.W

PROPOSED MULTI-STEM TREE

EXISTING PLANTING

EXTENT OF TOWN BRANCH COMMONS PAVING

STRUCTURAL SOIL

EXISTING TREE

ANY TREES TO BE REMOVED TO BE EVALUTED FOR TRANSPLANTING

EXISTING INLETS, JUNCTIONS, PIPES & HEADWALLS

NOTE ANY TREES TO BE REMOVED TO BE EVALUATED FOR TRANSPLANTING.

NS

NS

NS

QB

OV

OV

OV

OV

OV

OV

NS NS

QB

OV

NS

OV

OV

OV

HV AA

QB

CC

CC

AA

NS

QB

AT

NS

QB

QB QB

QB QB

NS NS

ROADSIDE BUFFER, TYP.

TREES IN BLUEGRASS, TYP. Groups of Hophornbeam (Bluegrass tree) and Hedge maple (interesting fall color).

BLACK GUM URBAN GROVE Native tree with orange fall color.

EXTENT OF STRUCTURAL SOIL, TYP. SWAMP WHITE OAK URBAN GROVE Repetition of the existing oak trees in Thoroughbred park. Orange fall color.

Scale: 1” = 30’

SCAPE

TOWN BRANCH COMMONS

LEGEND EDGE BUFFER

ROADSIDE BUFFER

BIOSWALE TO BE INCORPORATED IN DESIGN

PROPOSED DECIDUOUS TREE

BLUEGRASS

KARST EMBANKMENT KARST STREAM BED

PLANNED DEVELOPMENT OUTSIDE R.O.W

PROPOSED EVERGREEN TREE

EXISTING RIGHT OF WAY EXISTING INLETS, JUNCTIONS, PIPES & HEADWALLS

SCAPE/LANDSCAPE ARCHITECTURE DPC 277 BROADWAY, SUITE 1606

1622 MAY 26, 2017 1"-30'

HYDROLOGY & PLANTING

157


PLANTING

TOWN BRANCH COMMONS DESIGN STANDARDS

BLOCK PLANS MIDLAND AVENUE & EAST END

RR CO

TREES IN BLUEGRASS Groups of Hophornbeam (Bluegrass tree) Japanese Tree Lilac, white flowers in May/June

AL ST

ND

E2

· ·

SR

LFUCG OV OV D.B. 280 PG. 102

SR

SR

OV

ST

CRAM-O-LOT INN, LLC D.B. 3368 PG. 52 P.C. M SI. 601

MIDLAND PROPERTY, LLC D.B. 3288 PG. 740

SR

SR

LFUCG D.B. 280 PG. 102

OV

OV

OV

OV

OV

MARGARET T. SCANLON D.B. 3248 PG. 575

LFUCG D.B. 280 PG. 102

AT CC

CL

CL

HV

CC

HV

CC

HV

HV

AT

AT

HV

AA

AA

CC

SR

SR

SR

SR AT

CC

HV

MIDLAND AVE

CREEKSIDE PLANTING, TYP. Variety of flowering trees that bloom in different seasons. Hawthorn, white flowers in May and red berries in fall · Redbud, pink flowers in April · Witch-hazel, yellow flowers in Oct/Dec · Amelanchier arborea, white flowers in March/April ·

2' CURB CUT FOR WATER INLET

LEXINGTON H L SERVICES, INC. D.B. 2083 PG. 691 P.C. H SI. 129 P.C. F SI. 478 P.C. D SI. 123

Scale: 1” = 30’

SCAPE

158

AT


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

PLANTING N.I.C.

LEGEND TREE SPECIES

NOTE

AMELANCHIER ARBOREA ACER BUERGERIANUM ACER CAMPESTRE AMELANCHIER LAEVIS ACER RUBRUM ACER SACCHARUM ASIMINA TRILOBA

TOWN BRANCH COMMONS CERCIS CANADENSIS GYMNOCLADUS DIOICUS GLEDITSIA TRIACANTHOS VAR INERMIS HALESIA TETRAPTERA HAMAMELIS VIRGINIANA ILEX OPACA JUNIPERUS VIRGINIANA LINDERA BENZOIN NYSSA SYLVATICA

LEXINGTON, KY

OV PA QB QR SR TD

OSTRYA VIRGINIANA PLANATUS X ACERIFOLIA QUERCUS BICOLOR QUERCUS RUBRA SYRINGA RETICULATA TAXODIUM DISTICHUM

ANY TREES TO BE REMOVED TO BE EVALUTED FOR TRANSPLANTING

ROADSIDE BUFFER

BIOSWALE TO BE INCORPORATED IN DESIGN

PROPOSED DECIDUOUS TREE

EXISTING RIGHT OF WAY

BLUEGRASS

KARST EMBANKMENT KARST STREAM BED

PLANNED DEVELOPMENT OUTSIDE R.O.W

PROPOSED EVERGREEN TREE

CREEKSIDE PLANTING

VERTICAL PLANTING

ADJACENT OPPORTUNITIES OUTSIDE R.O.W

PROPOSED MULTI-STEM TREE

EXISTING PLANTING

EXTENT OF TOWN BRANCH COMMONS PAVING

STRUCTURAL SOIL

EXISTING TREE

EXISTING INLETS, JUNCTIONS, PIPES & HEADWALLS

NOTE ANY TREES TO BE REMOVED TO BE EVALUATED FOR TRANSPLANTING.

LFUCG D.B. 266 PG. 525

PLANTING, TYP. CREEKSIDE T. SCANLON MARGARET of flowering trees that bloom in different seasons. 575 PG. D.B. 3248·Variety Hawthorn, white flowers in May and red berries in fall

CC

CC

Redbud bloom, pink flowers in April Witch-hazel, yellow flowers in Oct-Dec Amelanchier arborea, white flowers in March/April

CC CC

LFUCG D.B. 280 PG. 102

CC CC

LEWIS ST

· · ·

EDGE BUFFER

SHROPSHIRE AVE

AA AB AC AL AR AS AT

CC GD GT HT HV IO JV LB NS

CC

CC CC AT

AT

AT

AT AT

CL

CC

HV

AT

AA

AA

AA

CL

HV

HV

CL

CC AA

CC AT

HV

2' CURB CUT FOR WATER INLET, TYP.

ROADSIDE BUFFER, TYP. Panicum ·

MIDLAND AVE

MIDLAND AVE

EXTENT OF STRUCTURAL SOIL REDBUD URBAN GROVE Blooms in April.

LEXINGTON H L SERVICES, INC. D.B. 2083 PG. 691 P.C. H SI. 129 P.C. F SI. 478 P.C. D SI. 123

Scale: 1” = 30’

SCAPE

TOWN BRANCH COMMONS

LEGEND EDGE BUFFER

ROADSIDE BUFFER

BIOSWALE TO BE INCORPORATED IN DESIGN

PROPOSED DECIDUOUS TREE

BLUEGRASS

KARST EMBANKMENT KARST STREAM BED

PLANNED DEVELOPMENT OUTSIDE R.O.W

PROPOSED EVERGREEN TREE

EXISTING RIGHT OF WAY EXISTING INLETS, JUNCTIONS, PIPES & HEADWALLS

SCAPE/LANDSCAPE ARCHITECTURE DPC 277 BROADWAY, SUITE 1606

1622 MAY 26, 2017 1"-30'

HYDROLOGY & PLANTING

159


PLANTING

TOWN BRANCH COMMONS DESIGN STANDARDS

BLOCK PLANS MIDLAND AVENUE & EAST END

TREES IN BLUEGRASS Groups of Hophornbeam (Bluegrass tree) and Hedge maple (fall color).

OV

OV

OV

OV

OV

OV

OV

AC

OV

AC

AC

AC

AC

AC

AC

AA

AA

AA

CC

CC AA

AA

AA

AC

AC

CC

AA

CC AA

CC AA

AA

AA

AA

AA

AA

HV

HV

EXTENT OF STRUCTURAL SOIL, TYP.

2' CURB CUT FOR WATER INLET, TYP. CREEKSIDE PLANTING, TYP. Variety of flowering trees that bloom in different seasons. Redbud, pink flowers in April · Amelanchier arborea, white flowers in · March/April

Scale: 1” = 30’

SCAPE

TOWN BRANCH COMMONS

LEGEND EDGE BUFFER

ROADSIDE BUFFER

BIOSWALE TO BE INCORPORATED IN DESIGN

PROPOSED DECIDUOUS TREE

BLUEGRASS

KARST EMBANKMENT KARST STREAM BED

PLANNED DEVELOPMENT OUTSIDE R.O.W

PROPOSED EVERGREEN TREE

EXISTING RIGHT OF WAY EXISTING INLETS, JUNCTIONS, PIPES & HEADWALLS

SCAPE/LANDSCAPE ARCHITECTURE DPC 277 BROADWAY, SUITE 1606

1622 MAY 26, 2017 1"-30'

HYDROLOGY & PLANTING

160


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

PLANTING N.I.C.

LEGEND TREE SPECIES AA AB AC AL AR AS AT

NOTE

CC GD GT HT HV IO JV LB NS

AMELANCHIER ARBOREA ACER BUERGERIANUM ACER CAMPESTRE AMELANCHIER LAEVIS ACER RUBRUM ACER SACCHARUM ASIMINA TRILOBA

TOWN BRANCH COMMONS CERCIS CANADENSIS GYMNOCLADUS DIOICUS GLEDITSIA TRIACANTHOS VAR INERMIS HALESIA TETRAPTERA HAMAMELIS VIRGINIANA ILEX OPACA JUNIPERUS VIRGINIANA LINDERA BENZOIN NYSSA SYLVATICA

LEXINGTON, KY

OV PA QB QR SR TD

OSTRYA VIRGINIANA PLANATUS X ACERIFOLIA QUERCUS BICOLOR QUERCUS RUBRA SYRINGA RETICULATA TAXODIUM DISTICHUM

EDGE BUFFER

ROADSIDE BUFFER

BIOSWALE TO BE INCORPORATED IN DESIGN

PROPOSED DECIDUOUS TREE

BLUEGRASS

KARST EMBANKMENT KARST STREAM BED

PLANNED DEVELOPMENT OUTSIDE R.O.W

PROPOSED EVERGREEN TREE

CREEKSIDE PLANTING

VERTICAL PLANTING

ADJACENT OPPORTUNITIES OUTSIDE R.O.W

PROPOSED MULTI-STEM TREE

EXISTING PLANTING

EXTENT OF TOWN BRANCH COMMONS PAVING

STRUCTURAL SOIL

EXISTING TREE

ANY TREES TO BE REMOVED TO BE EVALUTED FOR TRANSPLANTING

D PI

LLC PROPERTIES, COMMUNITY VENTURES CC CC D.B. 2807 PG. 603 D.B. 2883 PG. 468 D.B. 3221 PG. 611 CC CC CC D.B. 3221 PG. 618 P.C. M SI. 539 CC CC CC 542 P.C. J SI.

NOTE ANY TREES TO BE REMOVED TO BE EVALUATED FOR TRANSPLANTING.

N LA ID M

REDBUD URBAN GROVE Blooms in April.

CC

EXISTING RIGHT OF WAY EXISTING INLETS, JUNCTIONS, PIPES & HEADWALLS

EXTENT OF STRUCTURAL SOIL

E D IR TH

EDGE BUFFER, TYP. Mixed evergreens · Carolina Silverbell, · white flowers in April.

ST

LFUCG D.B. 2841PG. 276

IO IO

CC

CC

IO

CC IO

AC

IO IO

HT

IO

IO

IO

HT

IO

HV

DP

I

CC

LOW ROADSIDE BUFFER

TRAILHEAD WATER FEATURE

CREEKSIDE PLANTING, TYP. Variety of flowering trees that bloom in different seasons. Redbud, pink flowers in April · Witch-hazell, yellow flowers in Oct/Dec · Amelanchier arborea, white flowers in March/AApril ·

LAN

HV

MID

CC HV

IO

MIDLAND AVE J.M. SMUCKER COMPANY D.B. 2584 PG. 37 P.C. N SI. 978

W

LEXINGTON CUT STONE MARBLE & TILE CO. D.B. 1801 PG. 341 D.B. 1066 PG. 565 D.B. 1383 PG. D.B. 1097 PG. 517 P.C. I SI. 427

R

TE ES

CH

IN ST

Scale: 1” = 30’

SCAPE

TOWN BRANCH COMMONS

LEGEND EDGE BUFFER

ROADSIDE BUFFER

BIOSWALE TO BE INCORPORATED IN DESIGN

PROPOSED DECIDUOUS TREE

BLUEGRASS

KARST EMBANKMENT KARST STREAM BED

PLANNED DEVELOPMENT OUTSIDE R.O.W

PROPOSED EVERGREEN TREE

EXISTING RIGHT OF WAY EXISTING INLETS, JUNCTIONS, PIPES & HEADWALLS

SCAPE/LANDSCAPE ARCHITECTURE DPC 277 BROADWAY, SUITE 1606

1622 MAY 26, 2017 1"-30'

HYDROLOGY & PLANTING

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LIGHTING & FURNISHINGS


LIGHTING & FURNISHINGS

TOWN BRANCH COMMONS DESIGN STANDARDS

LIGHTING LIGHTING & FURNISHINGS

OVERVIEW Existing Condition: Currently the Town Branch corridor is marked by an eclectic variety of lighting strategies throughout downtown. The historic style, Granville fixture has been installed along most streetscapes. Along Midland Avenue, taller cobrahead fixtures are located adjacent the road emphasize roadway illumination while creating inadequate, low quality light for sidewalks and Granville pole lights provide

open space. Pole-mounted lighting

full lighting for paths

See lighting plans for

and roadway

proposed street lamp layout

To maintain visual unity and promote long-term maintenance, the Granville pole fixture been selected as the singular pole mounted fixture throughout the Greenway. Placement of the fixture along the corridor varies as it weaves along the pathways, stormwater features, and Town Branch Culvert. In wider roadways, such as on Midland Avenue 16 – 18’ versions of the fixture may be required, while off the road, in the pedestrian plazas shorter 1012’ fixtures may be ideal. Many of the existing fixtures downtown can be relocated, as shown on the Lighting and Furnishing Block Plans.

Wall cap light (optional)

Path lighting highlights circulation Concrete insert light

and provides an accent

Path lighting At the pedestrian level, strategic low-level illumination has been proposed with the goal of providing a safe and inviting nighttime experience. Two types of fixtures have been proposed: a Town Branch concrete insert light located at important junctions, and a linear LED strip light located along the mid-block or typical wall sections. At the signature Town Branch walls and paving areas, concrete insert lights use floor washing fixtures to illuminate the signature paving bands and concrete unit pavers. Concrete insert lights can be either single or double sided depending on the adjacent surfaces. As supplementary illumination for intermediate block areas, a wall cap light has been placed within the capstone of the Typical Wall (gabion wall). These together with the concrete insert lights, these provide a continuous low level illumination for an inviting experience throughout.

SCAPE

Conceptual image of lighting types

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TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

MIDLAND AVENUE LIGHTING LIGHTING & FURNISHINGS

CONCEPT

PROPOSED MIDLAND AVENUE LIGHTING

Lighting along Midland Avenue consists of the typical combination of Granville pole lights, concrete insert lights, and wall cap lights. Given the location of the Town Branch culvert most Granville lights on this section have been located north of the pathway. Because of the great overall width along this section, taller Granville pole fixtures may have to be studied to achieve consistent illumination.

Midland Ave. lighting, NOT TO SCALE

SCAPE

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LIGHTING & FURNISHINGS

TOWN BRANCH COMMONS DESIGN STANDARDS

DOWNTOWN & VINE STREET LIGHTING LIGHTING & FURNISHINGS

CONCEPT

PROPOSED DOWNTOWN & VINE STREET LIGHTING

Lighting along Vine Street consists of the typical combination of Granville pole lights, concrete insert lights, and wall cap light. Due to the location of the underground culvert, most lights along this run have been placed within the planting area of the Town Branch Stormwater Creek.

Downtown & Vine St lighting, NOT TO SCALE

SCAPE

166


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

DOWNTOWN & WEG LIGHTING LIGHTING & FURNISHINGS

CONCEPT

PROPOSED DOWNTOWN & WEG LIGHTING

Lighting along the WEG consists of the typical combination of Granville pole lights, concrete insert lights, and wall cap light. Due to the varied pathway and culverts locations along this stretch, pole lights locations also stagger.

Downtown & WEG lighting, NOT TO SCALE

SCAPE

167


LIGHTING & FURNISHINGS

TOWN BRANCH COMMONS DESIGN STANDARDS

DOWNTOWN & WEG LIGHTING & FURNISHINGS

OVERVIEW The Town Branch Greenway features distinct types of site furnishings, a mix of off-the-shelf and custom fabricated products. Benches are custom fabricated precast concrete units that have both wall-integrated and free-standing configurations and help mark the path of Town Branch Greenway. Other elements are selected to integrate and compliment Lexington’s existing street furnishings. Waste receptacles, recycling receptacles, bike racks, bike repair stations, and moveable tables and chairs are all off-the-shelf products selected for the Greenway that complement the color palette and styles (but do not replicate) Lexington’s existing downtown streetscape materials. Many of the current street furnishings in Lexington are not consistent, and in the process of re-evaluation, the Town Branch Greenway is an opportunity to introduce a new complimentary palette to the area.

SCAPE

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TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

in line with, and interrupts the Signature or Typical wall. The bench expresses the 45 degree angle in elevation along with deterrents in the form of 2” wide x 1” deep joints. Only backless varieties of the bench are integrated into wall elements within the Greenway.

4" MIN. GRAVEL EDGE

the precast concrete wall insert. The bench has integral skate

TYPICAL WALL GABION WITH LIMESTONE FILL

The integrated bench is a precast concrete bench that is placed

GRAVEL CHANNEL, TYP.

CONCEPT

PATH EDGING, TYP. 4" X 8" PRECAST CONCRETE

LIGHTING & FURNISHINGS

MULTIUSE & PEDESTRIAN PAVING CIP CONC. WITH PRECAST CONCRETE EDGING

SKATE GUARD TO BE ACHIEVED WITH JOINTS AND PRECAST PROFILE

INTEGRATED BENCH

4" TOE KICK 1'-6"

4' INTEGRATED PRECAST BENCH MODULE

1' TOWN BRANCH CONCRETE INSERT

4' INTEGRATED PRECAST BENCH MODULE

Typical plan of integrated bench

TOWN BRANCH COMMONS LEXINGTON, KY

Textured cap to prevent seating

Smooth cap to

where not desired

incentivize seating

0000 MIDLAND AVENU SCAPE/LANDSCAPE APRIL 14, 2017 INTERSECTION Textured ARCHITECTURE DPCcap to prevent seating where not desired 1/X"=1'-0" DETAIL 277 BROADWAY, SUITE 1606 NEW YORK, NY 10007 T. 212 462 2628 F. 212 462 4164 office@scapestudio.com

LP

L-510A

NG

4’

1’

4’

18”

18”

Material varies

Reference image

SCAPE

Reference image

Elevation of integrated bench

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LIGHTING & FURNISHINGS

TOWN BRANCH COMMONS DESIGN STANDARDS

FREE STANDING BENCHES LIGHTING & FURNISHINGS

CONCEPT The Freestanding benches are the same as the Integrated benches except that they are independent of the project wall systems. They are located in plaza spaces and along walkways. Backed and backless versions are included in the design.

KARST EMBANKMENT

18" WIDE PRECAST CON BENCH MODULES

Conceptual rendering of freestanding benches

1'-6" 1'-6"

ST. STL. DOWELS, (2) MI

4" MIN. 8"

(2) MIN PER BENCH

THK. MORTARBED SETTING BED 1" THK. MORTAR1" SETTING

1'-6"

ST. STL. DOWELS, (2) MIN. PER BENCH

1'-6"

F.G. F.G.

5"

1'-6"

18" WIDE PRECAST CONCRETE BENCH MODULE ST. STL. DOWELS, ST. STL. DOWELS, (2) MIN PER BENCH

1'-6"

5"

2'-0 1/8" MAX.

1'-6"

18" WIDE PRECAST CONCRETE BENCH MODULE

2'-0 1/8" MAX.

18" WIDE PRECAST CONCRETE BENCH MODULES

1'-6"

4" MIN. 8"

KARST EMBANKMENT

1" THK. MORTAR SETTING BED SEPARATION GEOTEXTILE

C.I.P. CONCRETE SLAB

1" THK. MORTAR SETTIN SEPARATION GEOTEXTI

GABION CLADDING. 2 AWG ST. STL. BASKETS WITH LIMESTONE CHUNK INFILL. GABION CLADDING. 2 AW ALIGN ANGLED AND HORIZONTAL WIRES BASKETS WITH LIMESTO WITH EDGES OF BENCH

C.I.P. CONCRETE SLAB COMPACTED AGGREGATE BASE COURSE COMPACTED AGGREGATE BASE COMPACTED SUBGRADE COURSE COMPACTED SUBGRADE

C.I.P. CONCRETE PIER AS REQUIRED

ALIGN ANGLED AND HOR WITH EDGES OF BENCH

COMPACTED OPEN GRADED C.I.P. CONCRETE AGGREGATE 8" MIN. DEPTH REQUIRED COMPACTED AGGREGATE BASE COURSE COMPACTED SUBGRADE FREESTANDING BENCH SCALE: 21" = 1'-0"

BENCH Reference image

SCAPE

Scale: 1/2” = 1’-0”

AT SWALE SCALE: 21" = 1'-0"

BENCH AT SWALE

COMPACTED OPEN GRA AGGREGATE 8" MIN. DEP COMPACTED AGGR

COMPACTED SUBGRADE

Scale: 1/2” = 1’-0”

FREESTANDING BENCH SCALE: 21" = 1'-0"

PIER A

AT SWALE SCALE: 21" = 1'-0"

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TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

WASTE & RECYCLING LIGHTING & FURNISHINGS

CONCEPT Waste and recycling receptacles are located throughout the Town Branch Greenway. Units can be purchased off-the-shelf as units with an internal divider, allowing both recycling and litter to be deposited in the same container. Waste and recycling receptacles should be light gray or dark gray powerdercoat finish or stainless steel finish with a minimalist aesthetic.

Reference image

SCAPE

Reference image

Reference image

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LIGHTING & FURNISHINGS

TOWN BRANCH COMMONS DESIGN STANDARDS

TABLES AND CHAIRS LIGHTING & FURNISHINGS

CONCEPT Moveable tables and chairs are applied as a mix of two colors– royal blue and sage green – and used widely throughout the project within urban groves and other public spaces along the Greenway. Private landowners adjacent to Town Branch Greenway may choose to add Town Branch tables and chairs to their adjacent properties with the city’s permission. Tables and chairs should be moveable and not fixed in urban space, to allow for flexibility in use. For this reason, additional security or stewardship of these areas may be necessary to prevent theft or vandalism. Tables and chairs should not be placed in direct conflict with pedestrian, vehicular, or bicycle circulation patterns.

Blue Town Branch chairs

SCAPE

Green Town Branch chairs

Reference image

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TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

BICYCLE RACKS & REPAIR STATIONS LIGHTING & FURNISHINGS

CONCEPT Bike racks throughout the Town Branch Greenway are distributed in large plazas, pull over areas, and adjacent to existing open space. In narrower locations, racks have been laid our parallel to the path of travel, while in large plazas, they are placed sideby-side. Simple, singular, powder coated steel racks such as the Forms and Surfaces, Capitol Bike Rack would provide and elegant and flexible choice. Bicycle repair stations occur throughout the Town Branch Greenway at critical intersections of bike paths around the city. Slender in form, they are located directly adjacent to the bicycle paths, where sufficient room and visibility exists for bike repair around typical pedestrian flows.

Locations of bicycle repair stations

SCAPE

Reference image

Reference image

Reference image

Reference image

Reference image

173


WAYFINDING & IDENTITY


WAYFINDING & IDENTITY

TOWN BRANCH COMMONS DESIGN STANDARDS

WAYFINDING & IDENTITY OVERVIEW Wayfinding and Identity opportunities exist throughout the Town Branch Greenway. The diagram at right suggests different types of content to be featured in wayfinding and identity, however the extent of signage will be determined in future design phases with further guidance from the city. Wayfinding should be visible to those looking for information, but not visually dominant or obstructive to the experience of Town Branch Greenway. Signage and identity markers should be visible to different ages of user and visible to those with poor eyesight. Nomenclature, fonts, and colors should be coordinated with the graphic design and branding strategy being developed by others

SCAPE

PROJECT SIGNAGE

DIRECTORY / PUBLIC ACCESS

DIRECTIONAL

INTERPRETIVE

USE & ETIQUETTE

DISTANCE MARKERS

176


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

Project signage Directory & public access Directional Interpretive Dedication Use & etiquette Distance markers Wayfinding and identity signage preliminary locations

SCAPE

177


WAYFINDING & IDENTITY

TOWN BRANCH COMMONS DESIGN STANDARDS

TOWN BRANCH IDENTITY SIGNAGE WAYFINDING & IDENTITY

CONCEPT Town Branch identity signage marks significant points of beginning along the Commons and within key public space locations – at the Town Branch Trailhead along Midland Ave, at the Trailhead in Karst Park, and within both Town Branch Park and Karst Commons. Nomenclature, fonts, and colors should be coordinated with the graphic design and branding strategy being developed by others. Identity signage should be large, visible from cars and bicycles as well as pedestrians, and integrated into significant Town Branch features – including walls and adjacent facades. The limited use of color is preferred.

Reference image

Reference image

Reference image

Laction of identity signage

SCAPE

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TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

DIRECTORY & PUBLIC ACCESS WAYFINDING & IDENTITY

CONCEPT Directory and Public Access signage would occur once per zone along the Town Branch Greenway at critical intersections. These elements are also proposed for major park and public spaces. Freestanding signs would host maps and other orienting information that describe the spaces along Town Branch Commons in relation to the wider city. Nomenclature, fonts, and colors should be coordinated with the graphic design and branding strategy being developed by others. The limited use of color is preferred.

Reference image

Reference image

Location of directory and public access signage

SCAPE

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WAYFINDING & IDENTITY

TOWN BRANCH COMMONS DESIGN STANDARDS

TRAIL DISTANCE MARKERS WAYFINDING & IDENTITY

CONCEPT Trail distance markers reflect the furlong markets present along Town Branch trail. They are incorporated into the Town Branch banding units through casting, engraving, or etching. Furlong markers align with markers currently in the WEG streetscape and are noted in the block-by-block plans.

Reference image

Reference image

Reference image

Location of trail distance markers

SCAPE

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TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

DIRECTIONAL SIGNAGE WAYFINDING & IDENTITY

CONCEPT Directional signage is integrated into the Town Branch signage wall caps and bands that appear throughout the Greenway. Signage wall caps are located in zones that have separated bike and pedestrian traffic, and angled to face the oncoming users. Directional signage is integrated into banding patterns within the Midland Ave section of the Greenway, where the multi-use path accommodates bicycle and pedestrian users. Bands throughout may incorporate way-finding signage as well, naming upcoming street intersections and public spaces the user is approaching.

Conceptual rendering of signage end caps

Metal inlay or recessed

Street names or

surface

directional arrows

Town Branch band Locations of directional signage

SCAPE

Reference image

Reference image

Conceptual rendering of directional signage in Town Branch bands

181


WAYFINDING & IDENTITY

TOWN BRANCH COMMONS DESIGN STANDARDS

SURFACE MARKINGS WAYFINDING & IDENTITY

Separated crossings to align with incoming flow of travel Refer to roadway guidelines and

CONCEPT

layout drawings for layout of

Refer to layout drawings

crossings

for non-roadway markings

Pavement surface markings clearly define the path of crossing for bicyclists and pedestrians within the Town Branch Greenway. Surface markings occur across the city streets and use the patterns depicted in the block-by-block drawings. State highways (Vine Street) use state standards. They use white pavement markings appropriate for asphalt application.

Surface markings plan

Reference image

SCAPE

Reference image

TOWN BRANCH COMMONS LEXINGTON, KY

Reference image

Reference image

SCAPE/LANDSCAPE ARCHITECTURE DPC 277 BROADWAY, SUITE 1606 NEW YORK, NY 10007 T. 212 462 2628 F. 212 462 4164 office@scapestudio.com

00

APRIL 14, 20

182

1/X"=1'-


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

SIGNALS WAYFINDING & IDENTITY

CONCEPT Pedestrian crossing signals occur throughout downtown Lexington and are incorporated into this project. Locations are noted in the block-by-block plans and ensure safe passage across all streets for bicyclists and pedestrians. Signals should be selected to feature both bicycle and pedestrian users in their graphics.

Reference image

Reference image

Itate prorro test as

SCAPE

183


WAYFINDING & IDENTITY

TOWN BRANCH COMMONS DESIGN STANDARDS

INTERPRETIVE SIGNAGE WAYFINDING & IDENTITY

OVERVIEW Interpretive signage for Town Branch Commons should reinforce

Culture / History / Neighborhoods:

key themes of the project, including the project’s cultural

African American History of Town Branch

heritage, ecological history, and present and future performance

Past Land Uses of Town Branch

of Town Branch Commons. Interpretive signage should be in

Town Branch character – pre-development and founding of Lexington

simple monuments or plaques integrated into or close to the Town Branch signature walls and gabion walls. They should be

Town Branch Canal Construction over time

located close to pedestrian gathering spaces and close to the

Agricultural, Railroad and Mill History of Town Branch Commons

physical elements of the subject area (where possible). Interpretive signage should be of two sizes – Small plaques to

Urban Ecology Interpretation:

be embedded in or adjacent to the stone walls with text only

Town Branch as a hybrid constructed urban water system and location of culvert below

(approximate 250 words), or larger plaques to be embedded in or adjacent to stone walls with a single large image (approx. 400

Town Branch Watershed and relationship to Kentucky river

words). An emphasis on short, concise statements is encouraged.

Town Branch separated storm sewer, sanitary network, and water quality description

Signage should be visible to children of reading age, as well as adults, and should be angled for high visibility.

Karst Hydrology: Interpretive signage should occur no more than twice per block.

inspiration

Placement should be clustered around topics of interest, signage does not need to be evenly placed throughout. However, each

Karst hydrology cross section and Town Branch Design

Water Quality improvements in Town Branch Water system – how much is treated?

zone of Town Branch Commons (Rupp District, Downtown Vine Street zones, Midland Ave) should include interpretive signage that represents major project themes.

Wildlife and Vegetation: •

Tree Species – Native Plants Identification

Key References and Interpretive Signage Partners:

Birds of Town Branch

It is recommended that the city collaborate with Doug Appler’s

Invertebrates of Town Branch

UK Historic Preservation Class, the Town Branch Trail group, and the Lexington Historic Preservation department to develop

Town Branch Project Elements:

interpretive signage content for Town Branch Commons. Key

themes include:

SCAPE

Sustainable Design Elements of Town Branch Commons – bioswale, stormwater creeks

184


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

Small signage

Integrated signage

SCAPE

Small signage

Vertical signage

185


WAYFINDING & IDENTITY

TOWN BRANCH COMMONS DESIGN STANDARDS

GRAPHIC AND BRANDING STRATEGY IDENTITY

OVERVIEW The graphic and branding strategy for Town Branch Commons is

“There is a great restfulness in the sounds

in development by Team Cornett. Included here is an-in progress

down as fast as they can, but their sound seems

update to the color and branding strategy to be incorporated

leisurely and idle, as if produced like gemstones

into signage and wayfinding. The use of color should be limited

360

these small streams make; they are going

3125

158

127

with the greatest patience and care.”

to text highlights and important logo/wayfinding devices and should be strategically applied within Town Branch wayfinding

–Wendell Berry

and identify elements.

PROPOSED LOGO (COURTESY OF TEAM CORNETT)

Spring Water

Light Limestone

PRIMARY EXISTING PALETTE OF DOWNTOWN MATERIALS Broad range of colors and approaches require unification

Red Clay

Grass

Medium Limestone

SECONDARY

Sunshine

White

TERTIARY

SCAPE

186


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

COLOR PALETTE IDENTITY

OVERVIEW Town Branch street furnishings and base materials for wayfinding an identity signage should be in a subtle color range of grays. Trash cans, signage base colors, and bicycle racks and stations should be made of stainless steel or coated with metallic powdercoat to match. Light posts are the standard dark green color used throughout Lexington. Green and blue highlights are

Light posts - standard

Trash cans - stainless steel

Bicycle racks - stainless steel

Tables and chairs - mixed or single color

Signage base color - stainless steel with accent

used at key moments for moveable tables and chairs. As much as possible all elements within the streetscape should coordinate with this palette to streamline the visual experience.

SCAPE

187


WAYFINDING & IDENTITY

TOWN BRANCH COMMONS DESIGN STANDARDS

BLOCK PLANS OVERVIEW The following block-by-block plans describe the configuration of public spaces, seating elements, furnishings, lighting fixtures, signage, water features, and other streetscape elements within the Town Branch Greenway.

SCAPE

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TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

BLOCK PLANS

LEGEND

RUPP DISTRICT

LEXINGTON, KY

PEDESTRIAN ZONE

FOUNTAIN

GRANVILLE LIGHT FIXTURE

WALL SIGNAGE CAP •PRECAST CONC.

OVERHEAD TRAFFIC LIGHT

E

EXISTING TO REMAIN

BICYCLE PARKING

TRASH CANS

BIKE PATH

STORMWATER FEATURE

TOWN BRANCH WALL LIGHTING

TOWN BRANCH INFO SIGNAGE

COMBINED UTILITY POLE, OVERHEAD TRAFFICE LIGHT, AND PEDESTRIAN SIGNAL

R

EXISTING TO RELOCATE

BIKE MAINTENANCE STATION

MOVABLE FURNITURE

PLANTED AREA

FUTURE DEVELOPMENT

OVERHEAD ROAD SIGNAGE

DISTANCE MARKERS

N

NEW

PEDESTRIAN SIGNAL

EDUCATION SIGNAGE

FELIX ST

TOWN BRANCH COMMONS

TRUSTEES OF THE FIRST BAPTIST CHURCH D.B. R PG. 250 D.B. 35 PG. 308

277 BROADWA NEW YORK, NY T. 212 462 2628 office@scapestu

BENCHES

(d) DOUBLE PED. SIGNAL

DRINKING FOUNTAIN

THE 500'S ON MAIN, LLC D.B. 2602 PG. 153

W MAIN ST

Y DEPARTMENT OF PARKS

UG

COMMONWEALTH OF KENTUCKY D.B. 1684 PG. 177

COMMONWEALTH OF KENTUCKY D.B. 2905 PG. 445

UG

LEXINGTON CENTER CORPORATION D.B. 1105 PG. 522 TRACT II P.C. B SI 378

Scale: 1” = 30’

SCAPE

TOWN BRANCH COMMONS

PEDESTRIAN ZONE

FOUNTAIN

GRANVILLE LIGHT FIXTURE

BIKE PATH

STORMWATER FEATURE

PLANTED AREA

FUTURE

WALL SIGNAGE CAP •PRECAST CONC.

OVERHEAD TRAFFIC LIGHT

TOWN BRANCH WALL LIGHTING

TOWN BRANCH INFO SIGNAGE

COMBINED UTILITY POLE, OVERHEAD TRAFFICE LIGHT, AND PEDESTRIAN SIGNAL

OVERHEAD ROAD SIGNAGE

DISTANCE MARKERS

E

EXISTING TO REMAIN

BICYCLE PARKING

TRASH CANS

R

EXISTING TO RELOCATE

BIKE MAINTENANCE STATION

MOVABLE FURNITURE

NEW

BENCHES

SCAPE/LANDSCAPE ARCHITECTURE DPC 277 BROADWAY, SUITE 1606

1622 MAY 26, 2017 1"-30'

PROGRAM DIAGRAM

SCAP ARCH

189


WAYFINDING & IDENTITY

TOWN BRANCH COMMONS DESIGN STANDARDS

BLOCK PLANS RUPP DISTRICT

W MAIN ST W MAIN ST

11 1.3 75

Mi

GATEWAY PLAZA - Connection to LCC, TBC Information Center, Urban Tree Grove, Movable Furniture. - Town Branch Commons Info Signage. - Educational Signage. W

VI

NE

ST

LEXINGTON CENTER CORPORATION D.B. 1105 PG. 522 TRACT II P.C. B SI 378

LEXINGTON CENTER CORPORATION D.B. 1105 PG. 522 TRACT I P.C. B SI 378

LEXINGTON CENTER CORPORATION D.B. 1105 PG. 522 TRACT I P.C. B SI 378 Scale: 1” = 30’

SCAPE

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TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

LEGEND W MAIN ST TOWN BRANCH COMMONS

LEXINGTON, KY

PEDESTRIAN ZONE

FOUNTAIN

GRANVILLE LIGHT FIXTURE

WALL SIGNAGE CAP •PRECAST CONC.

OVERHEAD TRAFFIC LIGHT

E

EXISTING TO REMAIN

BICYCLE PARKING

TRASH CANS

BIKE PATH

STORMWATER FEATURE

TOWN BRANCH WALL LIGHTING

TOWN BRANCH INFO SIGNAGE

COMBINED UTILITY POLE, OVERHEAD TRAFFICE LIGHT, AND PEDESTRIAN SIGNAL

R

EXISTING TO RELOCATE

BIKE MAINTENANCE STATION

MOVABLE FURNITURE

PLANTED AREA

FUTURE DEVELOPMENT

OVERHEAD ROAD SIGNAGE

DISTANCE MARKERS

N

NEW

PEDESTRIAN SIGNAL

EDUCATION SIGNAGE

GATEWAY PLAZA - Connection to LCC, TBC Information Center, Urban Tree Grove, Movable Furniture. - Town Branch Commons Info Signage. - Educational Signage.

277 BROADWA NEW YORK, NY T. 212 462 2628 office@scapestu

BENCHES

(d) DOUBLE PED. SIGNAL

DRINKING FOUNTAIN

S BROADWAY

LEXINGTON CENTER CORPORATION D.B. 1105 PG. 522 TRACT I P.C. B SI 378

LEXINGTON DOWNTOWN HOTEL, LLC D.B. 3244 PG. 72 P.C. D SI. 223 P.C. D SI. 251 P.C. D SI. 437

LEXINGTON CENTER CORPORATION D.B. 1105 PG. 522 TRACT I P.C. B SI 378

W

LEXINGTON CENTER CORPORATION D.B. 1105 PG. 522 TRACT II P.C. B SI 378

NE

VI ST

TRIANGLE PARK FOUNTAIN

Scale: 1” = 30’

SCAPE

TOWN BRANCH COMMONS

PEDESTRIAN ZONE

FOUNTAIN

GRANVILLE LIGHT FIXTURE

BIKE PATH

STORMWATER FEATURE

PLANTED AREA

FUTURE

WALL SIGNAGE CAP •PRECAST CONC.

OVERHEAD TRAFFIC LIGHT

TOWN BRANCH WALL LIGHTING

TOWN BRANCH INFO SIGNAGE

COMBINED UTILITY POLE, OVERHEAD TRAFFICE LIGHT, AND PEDESTRIAN SIGNAL

OVERHEAD ROAD SIGNAGE

DISTANCE MARKERS

E

EXISTING TO REMAIN

BICYCLE PARKING

TRASH CANS

R

EXISTING TO RELOCATE

BIKE MAINTENANCE STATION

MOVABLE FURNITURE

NEW

BENCHES

SCAPE/LANDSCAPE ARCHITECTURE DPC 277 BROADWAY, SUITE 1606

1622 MAY 26, 2017 1"-30'

PROGRAM DIAGRAM

SCAP ARCH

191


WAYFINDING & IDENTITY

TOWN BRANCH COMMONS DESIGN STANDARDS

S BROADWAY

BLOCK PLANS RUPP DISTRICT LEXINGTON CENTER CORPORATION D.B. 1105 PG. 522 TRACT I P.C. B SI 378

LEXINGTON DOWNTOWN HOTEL, LLC D.B. 3244 PG. 72 P.C. D SI. 223 P.C. D SI. 251 P.C. D SI. 437

W NE

VI ST

TRIANGLE PARK FOUNTAIN

R

LEXINGTON CENTER CORPORATION D.B. 1105 PG. 522 TRACT II P.C. B SI 378

R

R 10 1.25 Mi

R N

TOWN BRANCH COMMONS INFO SIGNAGE

W VINE ST

R R R

R

LEXINGTON CENTER CORPORATION D.B. 1177 PG. 113 PARCEL 4A P.C. B SI. 378

300 WEST VINE, LLC D.B. 2034 PG. 355 P.C. A SI. 554

Scale: 1” = 30’

SCAPE

TOWN BRANCH COMMONS

PEDESTRIAN ZONE

FOUNTAIN

GRANVILLE LIGHT FIXTURE

BIKE PATH

STORMWATER FEATURE

PLANTED AREA

FUTURE

WALL SIGNAGE CAP •PRECAST CONC.

OVERHEAD TRAFFIC LIGHT

TOWN BRANCH WALL LIGHTING

TOWN BRANCH INFO SIGNAGE

COMBINED UTILITY POLE, OVERHEAD TRAFFICE LIGHT, AND PEDESTRIAN SIGNAL

OVERHEAD ROAD SIGNAGE

DISTANCE MARKERS

E

EXISTING TO REMAIN

BICYCLE PARKING

TRASH CANS

R

EXISTING TO RELOCATE

BIKE MAINTENANCE STATION

MOVABLE FURNITURE

NEW

BENCHES

SCAPE/LANDSCAPE ARCHITECTURE DPC 277 BROADWAY, SUITE 1606

1622 MAY 26, 2017 1"-30'

PROGRAM DIAGRAM

192


S BROADWAY

TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

LEGEND

LEXINGTON, KY

PEDESTRIAN ZONE

FOUNTAIN

GRANVILLE LIGHT FIXTURE

WALL SIGNAGE CAP •PRECAST CONC.

OVERHEAD TRAFFIC LIGHT

E

EXISTING TO REMAIN

BICYCLE PARKING

TRASH CANS

BIKE PATH

STORMWATER FEATURE

TOWN BRANCH WALL LIGHTING

TOWN BRANCH INFO SIGNAGE

COMBINED UTILITY POLE, OVERHEAD TRAFFICE LIGHT, AND PEDESTRIAN SIGNAL

R

EXISTING TO RELOCATE

BIKE MAINTENANCE STATION

MOVABLE FURNITURE

PLANTED AREA

FUTURE DEVELOPMENT

OVERHEAD ROAD SIGNAGE

DISTANCE MARKERS

N

NEW

PEDESTRIAN SIGNAL

LEXINGTON DOWNTOWN HOTEL, LLC D.B. 3244 PG. 72 P.C. D SI. 223 P.C. D SI. 251 P.C. D SI. 437

EDUCATION SIGNAGE

(d) DOUBLE PED. SIGNAL

MVC II, LLC D.B. 3236 PG. 413 PC D SI. 223

COMMONWEALTH OF KENTUCKY D.B. 1264 PG. 236 PC. D SI. 223

DRINKING FOUNTAIN LEXINGTON FINANCIAL CENTER, LLC D.B. 2716 PG. 238 P.C. F SI. 90

5 / 3 BANK WATER PLAZA

R R R

10 1.25 Mi

R N

R

R

R

W VINE ST

R R

R

R

R

E

S MILL ST

300 WEST VINE, LLC D.B. 2034 PG. 355 P.C. A SI. 554

FF LEXINGTON LLC, ET. AL. D.B. 2905 PG. 88 P.C. M SI. 567

Scale: 1” = 30’

SCAPE

TOWN BRANCH COMMONS

PEDESTRIAN ZONE

FOUNTAIN

GRANVILLE LIGHT FIXTURE

BIKE PATH

STORMWATER FEATURE

PLANTED AREA

FUTURE

WALL SIGNAGE CAP •PRECAST CONC.

OVERHEAD TRAFFIC LIGHT

TOWN BRANCH WALL LIGHTING

TOWN BRANCH INFO SIGNAGE

COMBINED UTILITY POLE, OVERHEAD TRAFFICE LIGHT, AND PEDESTRIAN SIGNAL

OVERHEAD ROAD SIGNAGE

DISTANCE MARKERS

E

EXISTING TO REMAIN

BICYCLE PARKING

TRASH CANS

R

EXISTING TO RELOCATE

BIKE MAINTENANCE STATION

MOVABLE FURNITURE

NEW

BENCHES

SCAPE/LANDSCAPE ARCHITECTURE DPC 277 BROADWAY, SUITE 1606

SCAP ARCH

277 BROADWA NEW YORK, NY T. 212 462 2628 office@scapestu

BENCHES

S MILL ST

TOWN BRANCH COMMONS

1622 MAY 26, 2017 1"-30'

PROGRAM DIAGRAM

193


WAYFINDING & IDENTITY

TOWN BRANCH COMMONS DESIGN STANDARDS

BLOCK PLANS DOWNTOWN & WEG

BIG BLUE PARKING, LLC D.B .3207 PG. 729 P.C. F SI. 8

HOW DID THAT OCCUR?, INC. D.B. 1895 PG. 270 P.C. A SI. 747

S UPPER ST

S MILL ST

LEXINGTON FINANCIAL CENTER, LLC D.B. 2716 PG. 238 P.C. F SI. 90

UPPER ST. PLAZA Urban Tree Grove. Movable Furniture, Drinking Fountain Bicycle Parking (5). TBC Distance Markers, TYP.

5 / 3 BANK WATER PLAZA

R R

R

R

R

R

R 09 1.125 Mi

W VINE ST

R

R R

Scale: 1” = 30’

SCAPE

FF LEXINGTON LLC, ET. AL. D.B. 2905 PG. 88 P.C. M SI. 567

LEXCIN PARTNERS, LTD D.B. 1658 PG. 437 P.C. M SI., 437

R R

S UPPER ST

S MILL ST

E

194


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

LEGEND TOWN BRANCH COMMONS LEXINGTON, KY

FOUNTAIN

GRANVILLE LIGHT FIXTURE

WALL SIGNAGE CAP •PRECAST CONC.

OVERHEAD TRAFFIC LIGHT

E

EXISTING TO REMAIN

BICYCLE PARKING

TRASH CANS

BIKE PATH

STORMWATER FEATURE

TOWN BRANCH WALL LIGHTING

TOWN BRANCH INFO SIGNAGE

COMBINED UTILITY POLE, OVERHEAD TRAFFICE LIGHT, AND PEDESTRIAN SIGNAL

R

EXISTING TO RELOCATE

BIKE MAINTENANCE STATION

MOVABLE FURNITURE

PLANTED AREA

FUTURE DEVELOPMENT

OVERHEAD ROAD SIGNAGE

DISTANCE MARKERS

N

NEW

PEDESTRIAN SIGNAL

EDUCATION SIGNAGE

277 BROADWA NEW YORK, NY T. 212 462 2628 office@scapestu

BENCHES

(d) DOUBLE PED. SIGNAL

SCAP ARCH

DRINKING FOUNTAIN

S LIMESTONE

S UPPER ST

CUR?, INC.

PEDESTRIAN ZONE

FAYETTE LAND COMPANY, LLC D.B. 3200 PG. 713 P.C. R SI. 68 P.C. A SI. 764 P.C. A SI. 767 R

PHOENIX PLAZA Fixed Seating, Movable Furniture, Bicycle Parking (5).

N

R

N

R N

N

W VINE ST R

R

R

R E

E

Scale: 1” = 30’

SCAPE

R

HAGABBARD PROPERTIES III LLC MADISON INVESTMENTS III D.B. 2616 PG. 363 P.C. A SI. 566

LANDRUM & SHOUSE LLP D.B. 2822 PG. 391

LANDRUM & SHOUSE D.B. 1539 PG. 470

THOMAS A. POLITES D.B. 2434 PG. 518

S LIMESTONE

S UPPER ST

R

E E 195


WAYFINDING & IDENTITY

TOWN BRANCH COMMONS DESIGN STANDARDS

BLOCK PLANS S LIMESTONE

DOWNTOWN & WEG PHOENIX PLAZA Fixed Seating, Movable Furniture, Bicycle Parking (5).

WATER ST WATER ST R

R

LFUCG D.B. 2156 PG. 486

HERNANDO ALLEY

LFUCG D.B. 2156 PG. 486 HERNANDO PLAZA Shared "Woonerf" Pedestrian and Vehicular Zone for Food Truck Pull-up. TBC Distance Markers, TYP.

R

R

N

E 08 1.0 Mi

E

E VINE ST

KENTUCKY LEAGUE OF CITIES. INC. D.B. 2107 PG. 01 S LIMESTONE

N

KENTUCKY UTILITIES CO. D.B. 302 PG. 349

LEXIN LEXINGTON AND FAYETTE COUNTY PARKING AUTHORITY D.B. 3084 PG. 68 Scale: 1” = 30’

SCAPE

TOWN BRANCH COMMONS

PEDESTRIAN ZONE

FOUNTAIN

GRANVILLE LIGHT FIXTURE

BIKE PATH

STORMWATER FEATURE

PLANTED AREA

FUTURE

WALL SIGNAGE CAP •PRECAST CONC.

OVERHEAD TRAFFIC LIGHT

TOWN BRANCH WALL LIGHTING

TOWN BRANCH INFO SIGNAGE

COMBINED UTILITY POLE, OVERHEAD TRAFFICE LIGHT, AND PEDESTRIAN SIGNAL

OVERHEAD ROAD SIGNAGE

DISTANCE MARKERS

E

EXISTING TO REMAIN

BICYCLE PARKING

TRASH CANS

R

EXISTING TO RELOCATE

BIKE MAINTENANCE STATION

MOVABLE FURNITURE

NEW

BENCHES

SCAPE/LANDSCAPE ARCHITECTURE DPC 277 BROADWAY, SUITE 1606

1622 MAY 26, 2017 1"-30'

PROGRAM DIAGRAM

196


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

LEGEND S MARTIN LUTHER KING BLVD

TOWN BRANCH COMMONS LEXINGTON, KY

WATER ST

PEDESTRIAN ZONE

FOUNTAIN

GRANVILLE LIGHT FIXTURE

WALL SIGNAGE CAP •PRECAST CONC.

OVERHEAD TRAFFIC LIGHT

E

EXISTING TO REMAIN

BICYCLE PARKING

TRASH CANS

BIKE PATH

STORMWATER FEATURE

TOWN BRANCH WALL LIGHTING

TOWN BRANCH INFO SIGNAGE

COMBINED UTILITY POLE, OVERHEAD TRAFFICE LIGHT, AND PEDESTRIAN SIGNAL

R

EXISTING TO RELOCATE

BIKE MAINTENANCE STATION

MOVABLE FURNITURE

PLANTED AREA

FUTURE DEVELOPMENT

OVERHEAD ROAD SIGNAGE

DISTANCE MARKERS

N

NEW

PEDESTRIAN SIGNAL

EDUCATION SIGNAGE

277 BROADWA NEW YORK, NY T. 212 462 2628 office@scapestu

BENCHES

(d) DOUBLE PED. SIGNAL

DRINKING FOUNTAIN

WATER ST

LFUCG D.B. 2156 PG. 486

KENTUCKY UTILITIES COMPANY D.B. 1510 PG. 465 TRACT 2

MLK PLAZA - Connection To Karst Park, Fixed Seating, Movable Furniture. - Educational Signage.

07 .875 Mi

N

E VINE ST

N

N

N

LEXINGTON AND FAYETTE COUNTY PARKING AUTHORITY D.B. 3084 PG. 68

MARTIN LUTHER KING BLVD VIADUCT LEXINGTON AND FAYETTE COUNTY PARKING AUTHORITY D.B. 3084 PG. 68 Scale: 1” = 30’

SCAPE

TOWN BRANCH COMMONS

PEDESTRIAN ZONE

BIKE PATH

FOUNTAIN

GRANVILLE LIGHT FIXTURE

WALL SIGNAGE CAP •PRECAST CONC.

OVERHEAD TRAFFIC LIGHT

E

EXISTING TO REMAIN

BICYCLE PARKING

TRASH CANS

STORMWATER FEATURE

TOWN BRANCH WALL LIGHTING

TOWN BRANCH INFO SIGNAGE

COMBINED UTILITY POLE, OVERHEAD TRAFFICE LIGHT,

R

EXISTING TO RELOCATE

BIKE MAINTENANCE STATION

MOVABLE FURNITURE

SCAPE/LANDSCAPE ARCHITECTURE DPC

1622 MAY 26, 2017

PROGRAM DIAGRAM

SCAP ARCH

197


WAYFINDING & IDENTITY

TOWN BRANCH COMMONS DESIGN STANDARDS

BLOCK PLANS DOWNTOWN & VINE STREET

WATER ST

KENTUCKY UTILITIES COMPANY D.B. 1510 PG. 465 TRACT 1 P.C. B SI. 204 KU PLAZA - Drinking Fountain. - Bicycle Parking (5).

KENTUCKY UTILITIES COMPANY D.B. 1510 PG. 465 TRACT 2

LITIES COMPANY 65 TRACT 2

QUALITY ST

QUALITY ST. PLAZA - Connection To Karst Park, Fixed Seating, Drinking Fountain. - Town Branch Commons Info Signage.

KENT

E

R

N

N

E VINE ST

E

R

ARTHUR B. ROUSE III D.B. 2760 PG. 371 P.C. J SI. 127

219 EAST HIGH STREET LLC D.B. 3306 PG. 116

YMCA OF GREATER LEXINGTON D.B. 473 PG. 252 D.B. 473 PG. 275 D.B. 694 PG. 602 D.B. 975 PG. 226 D.B. 1343 PG. 521 D.B. 1346 PG. 489

SHE PROPERTIES, LLC D.B. 3212 PG. 328

BECK ALY

WINKUS BECK LLC D.B. 2300 PG. 677

N

Scale: 1” = 30’

SCAPE

TOWN BRANCH COMMONS

PEDESTRIAN ZONE

FOUNTAIN

GRANVILLE LIGHT FIXTURE

BIKE PATH

STORMWATER FEATURE

PLANTED AREA

FUTURE

WALL SIGNAGE CAP •PRECAST CONC.

OVERHEAD TRAFFIC LIGHT

TOWN BRANCH WALL LIGHTING

TOWN BRANCH INFO SIGNAGE

COMBINED UTILITY POLE, OVERHEAD TRAFFICE LIGHT, AND PEDESTRIAN SIGNAL

OVERHEAD ROAD SIGNAGE

DISTANCE MARKERS

E

EXISTING TO REMAIN

BICYCLE PARKING

TRASH CANS

R

EXISTING TO RELOCATE

BIKE MAINTENANCE STATION

MOVABLE FURNITURE

NEW

BENCHES

SCAPE/LANDSCAPE ARCHITECTURE DPC 277 BROADWAY, SUITE 1606

1622 MAY 26, 2017 1"-30'

PROGRAM DIAGRAM

198


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

LEGEND TOWN BRANCH COMMONS LEXINGTON, KY

PEDESTRIAN ZONE

FOUNTAIN

GRANVILLE LIGHT FIXTURE

WALL SIGNAGE CAP •PRECAST CONC.

OVERHEAD TRAFFIC LIGHT

E

EXISTING TO REMAIN

BICYCLE PARKING

TRASH CANS

BIKE PATH

STORMWATER FEATURE

TOWN BRANCH WALL LIGHTING

TOWN BRANCH INFO SIGNAGE

COMBINED UTILITY POLE, OVERHEAD TRAFFICE LIGHT, AND PEDESTRIAN SIGNAL

R

EXISTING TO RELOCATE

BIKE MAINTENANCE STATION

MOVABLE FURNITURE

PLANTED AREA

FUTURE DEVELOPMENT

OVERHEAD ROAD SIGNAGE

DISTANCE MARKERS

N

NEW

PEDESTRIAN SIGNAL

EDUCATION SIGNAGE

(d) DOUBLE PED. SIGNAL

ROSE ST

277 BROADWA NEW YORK, NY T. 212 462 2628 office@scapestu

BENCHES

DRINKING FOUNTAIN

ROSE ST. GARDEN - Education, Relaxation, Moveable Seating, Overstory Tree Grove, Visually Stimulating Plant Palette with Scented Varieties, Auditory Water Movement. - Educational Signage.

G & R VINE STREET PROPERTIES D.B. 1574 PG. 500 P.C. B SI. 775

E(d)

PULLOVER PLAZA MILBANK COURT INVESTORS, LLC Fixed Seating. D.B. 3338 PG. 564 P.C. F SI. 689

KENTUCKY UTILITIES COMPANY D.B. 1510 PG. 465 TRACT 1 P.C. B SI. 204

SCAP ARCH

N

E(d) T

NE S

E VI

06 .75 Mi

N

E VINE ST

E(d)

OLD VINE PLA CONDOMINIUM P.C. G SI. 495

XINGTON FLEETWOOD LAND MANAGEMENT, LLC D.B. 2568 PG. 252

E(d)

LEXWEST CORPORATION. INC. D.B. 3224 PG. 588 P.C. F SI. 678 P.C. H SI. 61

WILLIAM A. COMBS, JR. D.B. 2491 PG. 457

ROSE ST

YMCA OF GREATER LEXINGTON D.B. 473 PG. 252 D.B. 473 PG. 275 D.B. 694 PG. 602 D.B. 975 PG. 226 D.B. 1343 PG. 521 D.B. 1346 PG. 489

Scale: 1” = 30’

SCAPE

TOWN BRANCH COMMONS

PEDESTRIAN ZONE

FOUNTAIN

GRANVILLE LIGHT FIXTURE

BIKE PATH

STORMWATER FEATURE

PLANTED AREA

FUTURE

WALL SIGNAGE CAP •PRECAST CONC.

OVERHEAD TRAFFIC LIGHT

TOWN BRANCH WALL LIGHTING

TOWN BRANCH INFO SIGNAGE

COMBINED UTILITY POLE, OVERHEAD TRAFFICE LIGHT, AND PEDESTRIAN SIGNAL

OVERHEAD ROAD SIGNAGE

DISTANCE MARKERS

E

EXISTING TO REMAIN

BICYCLE PARKING

TRASH CANS

R

EXISTING TO RELOCATE

BIKE MAINTENANCE STATION

MOVABLE FURNITURE

NEW

BENCHES

SCAPE/LANDSCAPE ARCHITECTURE DPC 277 BROADWAY, SUITE 1606

1622 MAY 26, 2017 1"-30'

PROGRAM DIAGRAM

199


WAYFINDING & IDENTITY

TOWN BRANCH COMMONS DESIGN STANDARDS

BLOCK PLANS DOWNTOWN & VINE STREET WATER ST

T

NE S

E VI

05 Mi .625

G & R VINE STREET PROPERTIES D.B. 1186 PG. 112 P.C. B SI. 775

R VINE STREET PROPERTIES . 1574 PG. 500 . B SI. 775

WEBB/ PMW/CARDINAL, LTD. D.B. 1471 PG.446 D.B. 1515 PG. 163

N

T

NE S

E VI

OLD VINE PLACE CONDOMINIUM P.C. G SI. 495 Scale: 1” = 30’

SCAPE

A. COMBS, JR. PG. 457

LYNN & CONNIE M. CRAVENS D.B. 1825 PG. 463

OLD VINE ST

200


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

LEGEND TOWN BRANCH COMMONS LEXINGTON, KY

PEDESTRIAN ZONE

FOUNTAIN

GRANVILLE LIGHT FIXTURE

WALL SIGNAGE CAP •PRECAST CONC.

OVERHEAD TRAFFIC LIGHT

BIKE PATH

STORMWATER FEATURE

TOWN BRANCH WALL LIGHTING

TOWN BRANCH INFO SIGNAGE

COMBINED UTILITY POLE, OVERHEAD TRAFFICE LIGHT, AND PEDESTRIAN SIGNAL

PLANTED AREA

FUTURE DEVELOPMENT

OVERHEAD ROAD SIGNAGE

DISTANCE MARKERS

PEDESTRIAN SIGNAL

EDUCATION SIGNAGE

TRASH CANS

BICYCLE PARKING

INC. TRIANGLE FOUNDATION, BIKE MAINTENANCE STATION D.B. 1514 PG. 489 THOROUGHBRED FOUNTAIN PLAZA D.B. 1499 PG. 316 N NEW TBC Distance Markers, TYP. D.B. 1495 PG. 633 Town Branch Commons Info Signage. SIGNAL (d) DOUBLE PG. 705 1847 D.B.PED. about Thoroughbred Park. D.B. 1495 PG. 633

R

EXISTING TO RELOCATE

MOVABLE FURNITURE

DRINKING FOUNTAIN

ST

VI

NE

ST

R

R R 04 .50 Mi

N

R

E

R T

ES

IN EV

AIN EM ST

CMW REAL ESTATE, LLC D.B. 2134 PG. 631 P.C. A SI. 732

Scale: 1” = 30’

SCAPE

TOWN BRANCH COMMONS

PEDESTRIAN ZONE

FOUNTAIN

GRANVILLE LIGHT FIXTURE

BIKE PATH

STORMWATER FEATURE

PLANTED AREA

FUTURE

WALL SIGNAGE CAP •PRECAST CONC.

OVERHEAD TRAFFIC LIGHT

TOWN BRANCH WALL LIGHTING

TOWN BRANCH INFO SIGNAGE

COMBINED UTILITY POLE, OVERHEAD TRAFFICE LIGHT, AND PEDESTRIAN SIGNAL

OVERHEAD ROAD SIGNAGE

DISTANCE MARKERS

E

EXISTING TO REMAIN

BICYCLE PARKING

TRASH CANS

R

EXISTING TO RELOCATE

BIKE MAINTENANCE STATION

MOVABLE FURNITURE

NEW

BENCHES

SCAPE/LANDSCAPE ARCHITECTURE DPC 277 BROADWAY, SUITE 1606

1622 MAY 26, 2017 1"-30'

PROGRAM DIAGRAM

SCAP ARCH

277 BROADWA NEW YORK, NY T. 212 462 2628 office@scapestu

BENCHES

AIN

E

EXISTING TO REMAIN

EM

MAIN & VINE PARTNERS, LLC D.B. 2781 PG. 628 MAIN & VINE PLAZA P.C. A SI. 771 Urban Grove, Drinking Fountain, Water Feature, Fixed P.C. A SI. 772 Seating, Movable Furniture, Bike Repair Station. P.C. A SI. 773 Bicycle Parking (5). P.C. B SI. 233 Town Branch Commons Info Signage. Educational Signage.

E

201


WAYFINDING & IDENTITY

TOWN BRANCH COMMONS DESIGN STANDARDS

BLOCK PLANS MIDLAND AVENUE & EAST END

Overstory Tree Grove Outdoor Exibition of Lexin

THOROUGHBRED GATEWAY - Discovery Path, Riparian Wetland, Stormwater Management. - Educational Signage.

TRIANGLE FOUNDATION, INC. D.B. 1514 PG. 489 D.B. 1499 PG. 316 D.B. 1495 PG. 633 D.B. 1847 PG. 705 D.B. 1495 PG. 633

MIDLAND AVE

LEXINGTON H L SERVICES, INC. D.B. 2083 PG. 691 P.C. H SI. 129 P.C. F SI. 478 P.C. D SI. 123

AIN EM

Scale: 1” = 30’

202

ST

SCAPE TOWN BRANCH

PEDESTRIAN ZONE

BIKE PATH

FOUNTAIN

GRANVILLE LIGHT FIXTURE

WALL SIGNAGE CAP •PRECAST CONC.

OVERHEAD TRAFFIC LIGHT

STORMWATER

TOWN BRANCH

TOWN BRANCH

COMBINED UTILITY POLE,

E

EXISTING TO REMAIN

BICYCLE PARKING

TRASH CANS

EXISTING TO RELOCATE

BIKE MAINTENANCE

MOVABLE

SCAPE/LANDSCAPE

1622 MAY 26, 2017

PROGRAM


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

LEGEND TOWN BRANCH COMMONS LEXINGTON, KY

THOROUGHBRED PLAZA Overstory Tree Grove, Fixed Seating, Movable Furniture, Outdoor Exibition of Lexington History, Educational Signage. Bicycle Parking (5). Town Branch Commons Info Signage. TBC Distance Markers, TYP.

ES

PEDESTRIAN ZONE

FOUNTAIN

GRANVILLE LIGHT FIXTURE

WALL SIGNAGE CAP •PRECAST CONC.

OVERHEAD TRAFFIC LIGHT

E

EXISTING TO REMAIN

BICYCLE PARKING

TRASH CANS

BIKE PATH

STORMWATER FEATURE

TOWN BRANCH WALL LIGHTING

TOWN BRANCH INFO SIGNAGE

COMBINED UTILITY POLE, OVERHEAD TRAFFICE LIGHT, AND PEDESTRIAN SIGNAL

R

EXISTING TO RELOCATE

BIKE MAINTENANCE STATION

MOVABLE FURNITURE

PLANTED AREA

FUTURE DEVELOPMENT

OVERHEAD ROAD SIGNAGE

DISTANCE MARKERS

N

NEW

PEDESTRIAN SIGNAL

EDUCATION SIGNAGE

HO

RT

FLEETWOOD PULLOVER PLAZALAND MANAGEMENT, LLC PG. 411 3122 D.B. Movable Furniture, Cafe, Overstory Trees.

ST

277 BROADWA NEW YORK, NY T. 212 462 2628 office@scapestu

BENCHES

(d) DOUBLE PED. SIGNAL

SCAP ARCH

DRINKING FOUNTAIN

MIDLAND PROPERTY, LLC D.B. 3288 PG. 740

BLUEGRASS LAWN

MIDLAND PROPERTY D.B. 3288 PG. 740

Bicycle Parking (5). LFUCG D.B. 280 PG. 102

N N

N

MIDLAND AVE 03 .375 Mi

N

MIDLAND AVE N N

LEXINGTON H L SERVICES, INC. D.B. 2083 PG. 691 P.C. H SI. 129 P.C. F SI. 478 P.C. D SI. 123 Scale: 1” = 30’

SCAPE

203


WAYFINDING & IDENTITY

TOWN BRANCH COMMONS DESIGN STANDARDS

BLOCK PLANS MIDLAND AVENUE & EAST END

RR CO AL ST

N

N

N

02 .25 Mi

N

MARGARET T. SCANLON D.B. 3248 PG. 575

LFUCG D.B. 280 PG. 102

LFUCG D.B. 280 PG. 102

LFUCG D.B. 280 PG. 102

ND

BLUEGRASS LAWN TBC Distance Markers, TYP.

E2

ST CRAM-O-LOT INN, LLC D.B. 3368 PG. 52 P.C. M SI. 601

MIDLAND PROPERTY, LLC D.B. 3288 PG. 740

MIDLAND AVE

D AVE

LEXINGTON H L SERVICES, INC. D.B. 2083 PG. 691 P.C. H SI. 129 P.C. F SI. 478 P.C. D SI. 123

Scale: 1” = 30’

SCAPE

204


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

LEGEND TOWN BRANCH COMMONS

FOUNTAIN

GRANVILLE LIGHT FIXTURE

WALL SIGNAGE CAP •PRECAST CONC.

OVERHEAD TRAFFIC LIGHT

E

EXISTING TO REMAIN

BICYCLE PARKING

TRASH CANS

BIKE PATH

STORMWATER FEATURE

TOWN BRANCH WALL LIGHTING

TOWN BRANCH INFO SIGNAGE

COMBINED UTILITY POLE, OVERHEAD TRAFFICE LIGHT, AND PEDESTRIAN SIGNAL

R

EXISTING TO RELOCATE

BIKE MAINTENANCE STATION

MOVABLE FURNITURE

PLANTED AREA

FUTURE DEVELOPMENT

OVERHEAD ROAD SIGNAGE

DISTANCE MARKERS

N

NEW

PEDESTRIAN SIGNAL

EDUCATION SIGNAGE

SHROPSHIRE AVE

LEXINGTON, KY

PEDESTRIAN ZONE

DRINKING FOUNTAIN

CHARLES YOUNG PLAZA Fixed Seating, Urban Tree Grove, Drinking Fountain, Bicycle Parking (5)

LFUCG D.B. 266 PG. 525

MARGARET T. SCANLON D.B. 3248 PG. 575

277 BROADWA NEW YORK, NY T. 212 462 2628 office@scapestu

BENCHES

(d) DOUBLE PED. SIGNAL

LEWIS ST

LFUCG D.B. 280 PG. 102

N

N

N

MIDLAND AVE MIDLAND AVE

LEXINGTON H L SERVICES, INC. D.B. 2083 PG. 691 P.C. H SI. 129 P.C. F SI. 478 P.C. D SI. 123

Scale: 1” = 30’

SCAPE

TOWN BRANCH COMMONS

PEDESTRIAN ZONE

BIKE PATH

FOUNTAIN

GRANVILLE LIGHT FIXTURE

WALL SIGNAGE CAP •PRECAST CONC.

OVERHEAD TRAFFIC LIGHT

E

EXISTING TO REMAIN

BICYCLE PARKING

TRASH CANS

STORMWATER FEATURE

TOWN BRANCH WALL LIGHTING

TOWN BRANCH INFO SIGNAGE

COMBINED UTILITY POLE, OVERHEAD TRAFFICE LIGHT, AND PEDESTRIAN SIGNAL

R

EXISTING TO RELOCATE

BIKE MAINTENANCE STATION

MOVABLE FURNITURE

SCAPE/LANDSCAPE ARCHITECTURE DPC

1622 MAY 26, 2017

PROGRAM DIAGRAM

SCAP ARCH

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WAYFINDING & IDENTITY

TOWN BRANCH COMMONS DESIGN STANDARDS

BLOCK PLANS MIDLAND AVENUE & EAST END

LEWIS ST

COMMUNITY VENTURES PROPERTIES, LLC D.B. 2807 PG. 603 D.B. 2883 PG. 468 D.B. 3221 PG. 611 D.B. 3221 PG. 618 P.C. M SI. 539 P.C. J SI. 542

LFUCG D.B. 280 PG. 102

01 .125 Mi

N

BLUEGRASS LAWN

MIDLAND AVE

LEXINGTON CUT STONE MARBLE & TILE CO. D.B. 1801 PG. 341 D.B. 1066 PG. 565 D.B. 1383 PG. D.B. 1097 PG. 517 P.C. I SI. 427

HANNA FAMILY TRUST D.B. 3096 PG. 373 P.C. J SI. 797 P.C. R. SI. 278 P.C. M SI. 662

Scale: 1” = 30’

SCAPE

TOWN BRANCH COMMONS

PEDESTRIAN ZONE

FOUNTAIN

GRANVILLE LIGHT FIXTURE

BIKE PATH

STORMWATER FEATURE

PLANTED AREA

FUTURE

WALL SIGNAGE CAP •PRECAST CONC.

OVERHEAD TRAFFIC LIGHT

TOWN BRANCH WALL LIGHTING

TOWN BRANCH INFO SIGNAGE

COMBINED UTILITY POLE, OVERHEAD TRAFFICE LIGHT, AND PEDESTRIAN SIGNAL

OVERHEAD ROAD SIGNAGE

DISTANCE MARKERS

E

EXISTING TO REMAIN

BICYCLE PARKING

TRASH CANS

R

EXISTING TO RELOCATE

BIKE MAINTENANCE STATION

MOVABLE FURNITURE

NEW

BENCHES

SCAPE/LANDSCAPE ARCHITECTURE DPC 277 BROADWAY, SUITE 1606

1622 MAY 26, 2017 1"-30'

PROGRAM DIAGRAM

206


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

LEGEND TOWN BRANCH COMMONS LEXINGTON, KY

PEDESTRIAN ZONE

FOUNTAIN

GRANVILLE LIGHT FIXTURE

WALL SIGNAGE CAP •PRECAST CONC.

OVERHEAD TRAFFIC LIGHT

E

EXISTING TO REMAIN

BICYCLE PARKING

TRASH CANS

BIKE PATH

STORMWATER FEATURE

TOWN BRANCH WALL LIGHTING

TOWN BRANCH INFO SIGNAGE

COMBINED UTILITY POLE, OVERHEAD TRAFFICE LIGHT, AND PEDESTRIAN SIGNAL

R

EXISTING TO RELOCATE

BIKE MAINTENANCE STATION

MOVABLE FURNITURE

PLANTED AREA

FUTURE DEVELOPMENT

OVERHEAD ROAD SIGNAGE

DISTANCE MARKERS

N

NEW

PEDESTRIAN SIGNAL

EDUCATION SIGNAGE

D AN PI

TRAILHEAD WATER FEATURE E TH

UEGRASS LAWN

D IR

E

ST

COMMUNITY VENTURES PROPERTIES, LLC D.B. 2807 PG. 603 D.B. 2883 PG. 468 D.B. 3221 PG. 611 D.B. 3221 PG. 618 P.C. M SI. 539 P.C. J SI. 542

DRINKING FOUNTAIN

L ID M

TRAILHEAD PLAZA - Trail Information, Town Branch Commons Signage on Wall. - Educaional Signage. - TBC Distance Markers, TYP.

TRAILHEAD PLAZA Fixed Seating, Drinking Fountain, Water Feature in Bioswale, Overstory Tree Grove, Bike Service Amenities, Bicycle Parking (10), Bicycle Repair Station.

277 BROADWA NEW YORK, NY T. 212 462 2628 office@scapestu

BENCHES

(d) DOUBLE PED. SIGNAL

LFUCG D.B. 2841PG. 276

R

E

E

MID

00 0.0 Mi

LAN

DP

I

R

MIDLAND AVE J.M. SMUCKER COMPANY D.B. 2584 PG. 37 P.C. N SI. 978

R

E W CH

IN

LEXINGTON CUT STONE MARBLE & TILE CO. D.B. 1801 PG. 341 D.B. 1066 PG. 565 D.B. 1383 PG. D.B. 1097 PG. 517 P.C. I SI. 427

ES R TE ST

Scale: 1” = 30’

SCAPE

TOWN BRANCH COMMONS

PEDESTRIAN ZONE

FOUNTAIN

GRANVILLE LIGHT FIXTURE

BIKE PATH

STORMWATER FEATURE

PLANTED AREA

FUTURE

WALL SIGNAGE CAP •PRECAST CONC.

OVERHEAD TRAFFIC LIGHT

TOWN BRANCH WALL LIGHTING

TOWN BRANCH INFO SIGNAGE

COMBINED UTILITY POLE, OVERHEAD TRAFFICE LIGHT, AND PEDESTRIAN SIGNAL

OVERHEAD ROAD SIGNAGE

DISTANCE MARKERS

E

EXISTING TO REMAIN

BICYCLE PARKING

TRASH CANS

R

EXISTING TO RELOCATE

BIKE MAINTENANCE STATION

MOVABLE FURNITURE

NEW

BENCHES

SCAPE/LANDSCAPE ARCHITECTURE DPC 277 BROADWAY, SUITE 1606

1622 MAY 26, 2017 1"-30'

PROGRAM DIAGRAM

SCAP ARCH

207


ADJACENT OPPORTUNITIES


ADJACENT OPPORTUNITIES

TOWN BRANCH COMMONS DESIGN STANDARDS

ADJACENT OPPORTUNITIES OVERVIEW The Town Branch Greenway can be strategically expanded into adjacent areas that will increase the diversity and range of public spaces available to the user. These adjacent opportunities are owned and operated by a mix of public and private parties. For the Town Branch Greenway language to be adopted and integrated into adjacent spaces, the city of Lexington needs to approve the request and supervise the design application and installation. The Town Branch Design Masterplan guidelines for adjacent opportunity areas can be expanded beyond the sites noted here as the city evolves. Adjacent opportunities are required to be fully public and maintained and operated as public spaces, at a level that meets or exceeds the standards set by the city. Individual adjacent opportunities are documented in the following pages.

Trailhead

Locations of adjacent opportunities

SCAPE

Rose St

Main & Vine

Triangle Park

210


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

Locations of adjacent opportunities

SCAPE

211


ADJACENT OPPORTUNITIES

TOWN BRANCH COMMONS DESIGN STANDARDS

TRAILHEAD & THE MET DEVELOPMENT ADJACENT OPPORTUNITIES

CONCEPT The trailhead at Midland and 3rd Street in the East End marks the beginning of the Town Branch Greenway with a fountain and Town Branch wall contained within the right-of-way. The adjacent development site (the Met) offers an opportunity to extend the language of Town Branch Greenway and include a larger-scale urban grove with freestanding seating, moveable tables and chairs, and bike parking. This large-scale urban grove provides connections across the block and can be accessed from Midland Ave and 3rd Street, by bicyclists and pedestrians. Stormwater runoff from the rooftops and paved surfaces of the new development can be diverted into the creekside bioswale. A small café seating area exists behind the Town Branch wall contained within the right-of-way, creating a low buffer between public and private space.

WALLS

SCAPE

MULTIUSE & PED PAVING • CIP CONC. W/ PRECAST UNIT EDGE

PERMEABLE PLAZA • CRUSHED LIMESTONE

SIGNATURE WALL • DRY-LAID LIMESTONE

TOWN BRANCH PAVING • PRECAST UNIT

LANE MARKER • PRECAST CONCRETE

TYPICAL WALL • GABION W/ LIMESTONE FILL

TOWN BRANCH BANDING 1'X3' CONC. PLANKS

BIKE PATH • 4” W PRECAST UNIT W/ FLUSH

VEHICULAR WALL • 32” H CONC. W/ LIMESTONE VENEER STONE CURB • 4” H LIMESTONE

BICYCLE PARKING

212

EDUCATION SIGNAGE TOWN BRANCH COMMONS INFO SIGNAGE

TBC DISTANCE MARKERS


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

CHARLES YOUNG PLAZA ADJACENT OPPORTUNITIES

CONCEPT The Charles Young plaza offers an opportunity for a significant gathering area at the base of this well-used neighborhood park and community center. Historical signage is located within the plaza that addresses the history of the site and the significance of the community center to the neighborhood and city, as the site is a key piece of Lexington’s African American history. The grove includes freestanding benches, shade trees, and crushed limestone paving which enhances the use of the public space and draws visitors into the Charles Young Park.

WALLS

SCAPE

MULTIUSE & PED PAVING • CIP CONC. W/ PRECAST UNIT EDGE

PERMEABLE PLAZA • CRUSHED LIMESTONE

SIGNATURE WALL • DRY-LAID LIMESTONE

TOWN BRANCH PAVING • PRECAST UNIT

LANE MARKER • PRECAST CONCRETE

TYPICAL WALL • GABION W/ LIMESTONE FILL

TOWN BRANCH BANDING 1'X3' CONC. PLANKS

BIKE PATH • 4” W PRECAST UNIT W/ FLUSH

BICYCLE PARKING

213

VEHICULAR WALL • 32” H CONC. W/ LIMESTONE VENEER STONE CURB • 4” H LIMESTONE

EDUCATION SIGNA

TOWN BRANCH CO INFO SIGNAGE

TBC DISTANCE MAR


ADJACENT OPPORTUNITIES

TOWN BRANCH COMMONS DESIGN STANDARDS

THOROUGHBRED PLAZA ADJACENT OPPORTUNITIES

CONCEPT Thoroughbred plaza creates new occupiable space at the northern end of the iconic Thoroughbred Park, an existing park space that marks the Gateway to downtown and commemorates the history of the Thoroughbred racehorse. The new plaza helps connect Town Branch users to the park’s existing network of paths, opening up the interpretive history of the park to new users. The expanded urban grove provides a place to sit and observe the park, and watch passers-by using the Town Branch Greenway at the perimeter. Across the intersection from Thoroughbred park a smaller scale adjacent opportunity exists at the perimeter of a private development site. A small sidewalk café spills out into a small-scale plaza, supplementing and complimenting the larger plaza to the south.

WALLS

SCAPE

MULTIUSE & PED PAVING • CIP CONC. W/ PRECAST UNIT EDGE

PERMEABLE PLAZA • CRUSHED LIMESTONE

SIGNATURE WALL • DRY-LAID LIMESTONE

TOWN BRANCH PAVING • PRECAST UNIT

LANE MARKER • PRECAST CONCRETE

TYPICAL WALL • GABION W/ LIMESTONE FILL

TOWN BRANCH BANDING 1'X3' CONC. PLANKS

BIKE PATH

214

VEHICULAR WALL • 32” H CONC. W/ LIMESTONE VENEER STONE CURB

BIC

ED

TO INF

TBC


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

THOROUGHBRED SUNKEN GARDEN ADJACENT OPPORTUNITIES

CONCEPT The Thoroughbred Sunken Garden creates an expanded creekside bioswale and stormwater feature adjacent to the multiuse path at the perimeter of Thoroughbred Park. The Sunken Garden features a ‘sink’ stormwater feature that reflects the karst limestone hydrology of Lexington, where water sources disappear into stone outcroppings. The sink garden is a subtle stormwater feature that is only visible to users of the Greenway and does not visually detract from the iconic fountain and sculpture at Thoroughbred Park. This intersection is a critical gateway to the city of Lexington and is a significant moment along Town Branch Greenway.

Itate prorro test as

SCAPE

215


ADJACENT OPPORTUNITIES

TOWN BRANCH COMMONS DESIGN STANDARDS

MAIN & VINE OUTCROP ADJACENT OPPORTUNITIES

CONCEPT The Outcrop is an expanded public space at the intersection of Main and Vine streets downtown. An outcrop fountain made of precast concrete and constructed stone ledges marks the edge of the public space, and is backed by an evergreen buffer to screen the adjacent parking lot. A signature Town Branch wall begins to suggest the division of bike and pedestrian traffic within this space, as the Greenway formally transitions to a fully separated bike and pedestrian facility further downstream. The Vine Street edge includes a large bioswale with street trees that create a significant buffer between Greenway users and Vine Street vehicular traffic. Signature paving extends here to mark the space as a key moment within the Town Branch Commons.

Itate prorro test as WALLS

SCAPE

MULTIUSE & PED PAVING • CIP CONC. W/ PRECAST UNIT EDGE

PERMEABLE PLAZA • CRUSHED LIMESTONE

SIGNATURE WALL • DRY-LAID LIMESTONE

TOWN BRANCH PAVING • PRECAST UNIT

LANE MARKER • PRECAST CONCRETE

TYPICAL WALL • GABION W/ LIMESTONE FILL

TOWN BRANCH BANDING 1'X3' CONC. PLANKS

BIKE PATH • 4” W PRECAST UNIT W/ FLUSH

216

VEHICULAR WALL • 32” H CONC. W/ LIMESTONE VENEER STONE CURB • 4” H LIMESTON

T I

T


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

Conceptual rendering of Main & Vine Outcrop

SCAPE

217


ADJACENT OPPORTUNITIES

TOWN BRANCH COMMONS DESIGN STANDARDS

ROSE ST GARDEN ADJACENT OPPORTUNITIES

CONCEPT The area in green shown in the adjacent plan is a suggested footprint for the Rose Street shade garden, an adjacent opportunity located within private property. An existing grove of large trees shades this gently sloped site and creates a space for the display of shade loving woodland plants. Adjacent to a senior housing facility, the shade garden could be a space to engage the four senses and create contemplative space for all generations.

SCAPE

218


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

KU PLAZA ADJACENT OPPORTUNITIES

CONCEPT The KU Plaza offers a modest space to incorporate the Town Branch plant palette and expand bike parking area. Located directly across from the future Karst Commons, the KU plaza expands access and visibility of this signature urban park.

SCAPE

219


ADJACENT OPPORTUNITIES

TOWN BRANCH COMMONS DESIGN STANDARDS

KARST PARK & LFUCG PLAZA ADJACENT OPPORTUNITIES

CONCEPT The Karst Commons is a public space proposed for the existing parking lots adjacent to the Transit Center. While the park development is not planned for the first phase of construction, the Greenway design accommodate the future Karst Commons, planting trees in a linear formation that will form the boundary of the park in the future. Multiple urban groves line the edges of the Greenway in the first phase, and provide space for a midblock crossing for pedestrian access to the transit center. At the east end of the Phoenix building, the LFUCG plaza occupies the former Hernando Alley and creates an expanded plaza area with signature paving, planting, moveable seating, and wall elements.

HERNANDO PLAZA Shared "Woonerf" Pedestrian and Vehicular Zone for Food Truck Pull-up.

08 1.0 Mi

TBC Distance Markers, TYP.

SCAPE

220


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

MLK PLAZA Connection To Karst Park, Fixed Seating, Movable Furniture.

QUALITY ST. PLAZA Connection To Karst Park, Fixed Seating, Drinking Fountain.

Educational Signage.

KU PLAZA Drinking Fountain.

Bicycle Parking (5).

07 .875 Mi

Town Branch Commons Info Signage.

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221


ADJACENT OPPORTUNITIES

TOWN BRANCH COMMONS DESIGN STANDARDS

PHOENIX PLAZA ADJACENT OPPORTUNITIES

CONCEPT Phoenix plaza is a small public space improvement at the entrance to the Phoenix building. Bike racks, ornamental planting area, benches, and shade tree planting zones create a mico-public space that offers a moment of respite to visitors, residents, and city officials using the Phoenix building.

Itate prorro test as

SCAPE

222


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

CENTREPOINTE ADJACENT OPPORTUNITIES

CONCEPT The Centrepointe development site offers an opportunity to integrate the Town Branch Greenway into its street presence. A small-scale fountain and planting area marks the entrance to the new proposed development, while the Town Branch Greenway palette of materials (banding, paving, walls) mark gathering spaces and moments of vehicular crossing.

SCAPE

223


ADJACENT OPPORTUNITIES

TOWN BRANCH COMMONS DESIGN STANDARDS

VINE CENTER PLAZA ADJACENT OPPORTUNITIES

CONCEPT The Vine Center Plaza is a space constructed for the WEG streetscape project. While the circulation space is being enhanced through the introduction of the Town Branch Greenway separated bike and pedestrian path, the existing bioswales and planting in the adjacent public space will remain. Paving, bike racks, moveable tables and chairs, and new supplementary planting area all possible alternatives for enhancing this existing public area.

SCAPE

224


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

5/3 PLAZA ADJACENT OPPORTUNITIES

CONCEPT The 5/3 plaza is a public space that exists today and is in need of renovation. A small scale fountain, elevated planter, and terraced seating steps could be reconfigured into an updated and pleasant place to each lunch, mingle, and watch streetscape activity. A small fountain could be remade to integrate into the stepped zone. The terraces could be reconfigured to expand the circulation and mixing space closer to the level of the street, bringing Greenway users further into the site. Bike parking and additional planting would add activity and texture to the space.

SCAPE

225


ADJACENT OPPORTUNITIES

TOWN BRANCH COMMONS DESIGN STANDARDS

TRIANGLE PARK PLAZA ADJACENT OPPORTUNITIES

CONCEPT The Triangle Park plaza is an expansion of Triangle Park that creates more occupiable shaded plaza space downtown. The plaza would include moveable tables and chairs, and newly planted shade trees that extend the shady patterns of honey locust foliage that define the park. The plaza occurs at the reconfigured intersection, which expands the public realm, removes the pedestrian overpass, adds a crosswalk, and slows vehicular traffic. It allows for additional pedestrian refuge and protection in what is currently a fast-moving, automobiledominated space.

SCAPE

WALLS

226

MULTIUSE & PED PAVING • CIP CONC. W/ PRECAST UNIT EDGE

PERMEABLE PLAZA • CRUSHED LIMESTONE

SIGNATURE WALL • DRY-LAID LIMESTONE

BICY

TOWN BRANCH PAVING • PRECAST UNIT

LANE MARKER • PRECAST CONCRETE

TYPICAL WALL • GABION W/ LIMESTONE FILL

EDU

TOWN BRANCH BAN

TOW


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

TRIANGLE PARK CROSSING ADJACENT OPPORTUNITIES

CONCEPT Triangle Park is one of the most significant public spaces within downtown Lexington, hosting a cascading water wall, lawn area, seating grove, and pop up café space downtown. Framed by Vine Street, Triangle Park exists along a primary line of pedestrian passage that connects the downtown with the convention center. To accommodate pedestrian and bicycle flows across Vine to the Lexington Convention Center and RUPP Arena, it is proposed that the Triangle Park cascading fountain is slightly shortened to increase the circulation space at the intersections of Main and Broadway. With this small increase in circulation space, bicyclists crossing Vine Street at the yoke have room to cue up and wait for the light.

SCAPE

WALLS MULTIUSE & PED PAVING • CIP CONC. W/ PRECAST UNIT EDGE

PERMEABLE PLAZA • CRUSHED LIMESTONE

SIGNATURE WALL • DRY-LAID LIMESTONE

TOWN BRANCH PAVING • PRECAST UNIT

LANE MARKER • PRECAST CONCRETE

TYPICAL WALL • GABION W/ LIMESTONE FILL

TOWN BRANCH BANDING 1'X3' CONC. PLANKS

VEHICULAR WALL • 32” H CONC. W/ LIMESTONE

227BICYCLE PARKING EDUCATION SIGNAGE

TOWN BRANCH COMMO INFO SIGNAGE


APPENDIX


APPENDIX

TOWN BRANCH COMMONS DESIGN STANDARDS

PROJECT REGULATORY GUIDELINES OVERVIEW

will match KYTC’s recommended maximum height for roadside

Vehicular walls:

UTILITY CLEARANCES

Town Branch project guidelines draw from ordinances,

planting of 36.” Per KYTC, height of the eye and object are both

Vehicular walls located in clear zone should form a longitudinal

High Voltage transmission poles:

assumptions, and right-of-way restrictions from LFUCG, KYTC,

assumed to be at 42” above the roadway.

barrier capable of deflecting vehicles back into the traveled way.

The High Voltage transmission poles on Midland Avenue are

Kentucky Utilities, Kentucky American Water and other local

Vehicular walls are assumed to be a minimum height of 32” and

mostly comprised of pile driven galvanized steel poles. The

entities.

Planting near High Voltage Electric lines

ends shall be tapered to provide for crash attenuation at the

total foundation diameter are assumed to be 36” wide or less.

Trees along Midland Avenue that will be located under or

blunt ends of wall.

Remaining wooden poles along the corridor are slated to be

While Town Branch Greenway complies with most typical

adjacent to High Voltage power lines will work to follow the

guidelines, the project’s mandate to promote public space, plant

tree limitations set forth by Kentucky Utilities. If variances are

Sight distance and visual clearance:

lines are presently located on the lower section of the HV

health, and water expression and stormwater management often

needed, the design team will coordinate with KU for a closer

Site triangles have been studied to help to help the project

electric poles. These are planned to be relocated as part of the

suggest alternate design guidelines.

review. Plants currently selected meet the following criteria.

adhere with KYTC standards for vehicular safety. The internal

utility realignment.

Tree max height of 30’ within 20’ of transmission poles

study was based on an estimated eye level 3.5 feet above the

Tree planting guidelines throughout Town Branch Greenway,

Tree max height of 35’ beyond 20’ of the transmission poles

roadway using a design speed of 25 mph. The decision point

Access requirements / clear areas for HV trasmission poles:

draws from conversations with LFUCG Department of Parks

Anything over 35’ to be beyond 50’ of transmission poles

(where the driver is waiting before making the turn) is assumed

to be 14.5’ back from the edge of pavement. The study assumed

and Recreation, and Environmental Services as well as LFUCG’s Zoning Ordinance, Article 18 and the LFUCG Planting Manual,

If relocation of the High voltage electric lines is expected to

2nd Edition, 2015.

happen, alternate tree species with a taller height at maturity may be proposed for this area.

KEY PLANNING CRITERIA

replaced with steel poles. Presently local distribution electrical

Trees:

ROADWAY GUIDELINES

Clearance around trees: branch height as measured from the

Roadway design in the corridor has been informed by the

ground to the lowest branch shall be a minimum of 7 feet over

traffic analysis performed by the Design and Engineering team

sidewalks, 12 feet on local streets, and 14 feet on truck routes.

and in conjunction with on-going presentations, meetings,

that both the major and side roads being are on level grade.

vehicular safety, the follow assumptions have been assumed for

LFUCG Public Safety has recommended shrubs have an

the basis of design:

Midland Avenue, the required minimum sight distance is 295

Typical utility depths below grade:

feet in most locations.

(per Utility companies) Actual depths will need to be field

In one location at Shropshire, the sight distance is 315

determined as actual depths vary

feet because the driver has to cross three lanes of traffic (including a left turn bay on Midland).

HIGH VOLTAGE TRANSMISSION POLES mostly comprised of pile driven galvanized steel poles. The

visual transparency though, elevation, plant selection, and

the clear zone or the total roadside area, starting at the edge of

total foundation diameter are assumed to be 36” wide or less.

maintenance. The design team will consult with Public Safety and

the traveled way, that is available for safe use by errant vehicles.

Remaining wooden poles along the corridor are slated to be replaced with steel poles. Presently local distribution electrical

Town Branch design ‘Clear zone’:

lines are presently located on the lower section of the HV

Town Branch design ‘Clear zone’ has been designed to be 6’

electric poles. These are planned to be relocated as part of the

Mown area size:

desirable down to 4’ minimum.

utility realignment.

To allow for greatest flexibility in maintenance, the TBGWMP has

In the clear zone, hazardous objects or obstructions should be

kept mown lawn areas to minimum width of 72” so that typical

limited to a maximum height of 4.” Typically tree diameter in

Access requirements / clear areas for HV trasmission poles:

riding mowers can be used. Per LFUCG PR & ES

clear zone is should be 4” diameter or less at maturity. Objects

Roadside buffer planting: Roadside buffers along TBGW will be designed for durability, maintenance, salt tolerance, and safety. Plant habit and size

Town Branch culvert

(per survey)

Sanitary sewer-LFUCG

36” to 120” (varies) no typical

Storm sewer-LFUCG

36’ to 120” (varies) no typical

Underground electric-KU

varies, to be verified in field

Water main-KAW

varies, to be verified in field

Gas -Columbia Gas

32” to 108” (varies) no typical

Installation - will need to be adjacent to pole location installation; may need up to 25’ of clear area for installation

in the clear zone, such as light posts, signage, and signals should be equipped with a breakaway device.

bucket truck

Vine Street: the required minimum sight distance is 240 feet.

Clear zone:

ES

Maintenance - activities generally within 15’ of the

will work to meet the intent of this guideline for providing

Maintenance as the planting design develops. Per LFUCG PR &

transmission pole; most maintenance activities use a large

The High Voltage transmission poles on Midland Avenue are

open ‘elevated’ base, up to 48”H.The Town Branch Greenway

installation; may need up to 25’ of clear area for installation

Design site distances:

and conversations with LFUCG Traffic Engineers and KYTC. For Shrubs:

Installation - will need to be adjacent to pole location

Maintenance - activities generally within 15’ of the transmission pole; most maintenance activities use a large bucket truck

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230


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

CYCLE TRACK (EXCLUSIVE BIKE USE) Pavement material:

SIDEWALK FACILITIES

Intersection crossings

Pavement material

PROWAG 302.5.1 – max grade 5%; PROWAG 304.1 –

PROWAG 302.7 – surfaces shall be firm, stable, and slip resistant

perpendicular curb ramps where sidewalk is at least 12.0 ft wide,

PROWAG R302.7 Surfaces shall be firm, stable, and slip resistant

raised

Width:

Intersection crossings:

Width

wide, combination ramps can be used where sidewalk is at least

NACTO – Desired 12 ft min, 8 ft in constrained conditions;

NACTO – if cycle track is raised, then minor intersection

PROWAG 302.3 – 4.0 ft min continuous clear width; PROWAG

6.0 ft wide

desired 3 ft min buffer - AASHTO 10 ft min, 11 - 14 ft desirable

crossings should also be raised

302.4 – when less than 5.0 ft provide 5 ft width passing space at

Grade:

Traffic signals:

5% maximum

AASHTO 4.12.4 – determines traffic signal considerations for

parallel curb ramps can be used where sidewalk is at least 4.0 ft

200 ft intervals, 6 ft recommended minimum – ITE (LFUCG 2.3.3

Traffic signals

= 5’ minimum)

PROWAG 306.2 – pedestrian signal phase timing complies with 4E.06 of MUTCD, clearance time to be based on walking speed of 3.5 ft/s or less

cyclists, cyclists need longer green time to clear intersection

Grade

Cross-slope:

than vehicles, NACTO – bicycle signal heads preferred over signs

PROWAG – grade shall not exceed general grade for adjacent

AASHTO refers to PROWAG - 2%

to use ped signals for cycle track; follow MUTCD guidelines

street; 5% max if not contained with street right-of-way

Horizontal alignment:

Traffic signs/markings:

Cross-slope

to avoid trees or other natural features, provided that sufficient

Calculated by design vehicle - approximated at 15 mph

AASHTO – Follow MUTCD guidelines. NACTO – bike lane word/

PROWAG 302.6 – 2% max (Agrees with LFUCG 6.2.1)

right-of-way is dedicated to accommodate them.

Meandering (LFUCG 6.2.3) Meandering sidewalks are encouraged in order

symbol and/or arrow markings (MUTCD 9C-3) shall be placed at Vertical alignment:

beginning and at periodic intervals; intersection traffic controls

Horizontal alignment

To follow back of curb elevation - if depressed can be framed

shall also be installed for contra-flow bicyclists; dashed yellow

Straight desirable; gentle meandering acceptable; no sudden

with beveled curb

line should be used to separate two-way traffic

shifts in alignment; changes in width should be tapered

Vertical clearance:

Vertical alignment

The desirable vertical clearance to obstructions is 10 ft. Fixed

PROWAG 302.7.1 – generally planar, grade breaks shall be flush

objects should not be permitted to protrude within the vertical or horizontal clearance of a shared use path. The recommended

Vertical clearance

minimum vertical clearance that can be used in constrained

PROWAG 402.4 – guardrails or other barriers to be placed where

areas is 8 ft.

vertical clearance is less than 6.7ft

Horizontal clearance:

Horizontal clearance

AASHTO 5.2.1 – 2ft min shoulder with 1:6 max grade slope

PROWAG 404.3 – Clear spaces 2.5 ft by 4.0 ft min; PROWAG

between path and lateral obstructions; MUTCD – 2 ft min

404.7 – when clear space is confined, forward approach 3.0 ft

clearance to sign posts or other traffic control devices; AASHTO

width min when depth exceeds 2.0 ft, parallel approach 5.0 ft

5.2.10 – bridges/underpasses should allow 2ft clearance on

width min where depth exceeds 1.25 ft , 2.5’ recommended ITE

each side of path, in constrained areas may taper to width of path. (LFUCG 6.3.1 – 5’ to curb face or if less, separated by barrier) Driveway approach crossings: NACTO – if cycle track is raised, then crossings should also be

SCAPE

231


APPENDIX

TOWN BRANCH COMMONS DESIGN STANDARDS

PROJECT REGULATORY GUIDELINES (CONT.) SHARED USE PATH (PED/BIKE USE)

or horizontal clearance of a shared use path. The recommended

Material

minimum vertical clearance that can be used in constrained

AASHTO 5.2.9 – Hard all-weather pavement surfaces preferred,

areas is 8 ft.

CYCLE TRACK (EXCLUSIVE BIKE USE)

concrete preferred over asphalt for maintenance and life expectancy

Horizontal clearance AASHTO 5.2.1 – 2ft min shoulder with 1:6 max grade slope

Width

between path and lateral obstructions; MUTCD – 2 ft min

AASHTO 2012 Bike Guide: The minimum paved width for a two-

clearance to sign posts or other traffic control devices; AASHTO

directional shared use path is 10 ft. In very rare circumstances,

5.2.10 – bridges/underpasses should allow 2ft clearance on

a reduced width of 8 ft may be used. Wider pathways, 11 to 14

each side of path, in constrained areas may taper to width of

ft are recommended in locations that are anticipated to serve a

path. (LFUCG 6.3.1 – 5’ to curb face or if less, separated by

high percentage of pedestrians (30 percent or more of the total

barrier)

pathway volume) and higher user volumes (more than 300 total users in the peak hr).

Driveway approach crossings The opening of a shared use path at the roadway should be at

Grade

least the same width as the shared use path itself. If a curb ramp

The maximum grade of a shared use path adjacent to a roadway

is provided, the ramp should be the full width of the path, not

should be 5 percent, but the grade should generally match the

including any flared sides if utilized. Detectable warnings should

grade of the adjacent roadway.

be placed across the full width of the ramp.

Cross-slope

Traffic signals

1 percent cross slopes are recommended on shared use paths,

NACTO – bicycle signal heads preferred over signs to use ped

to better accommodate people with disabilities and to provide

signals for cycle track; follow MUTCD guidelines

INTERSECTION DETAIL

enough slope to convey surface drainage in most situations. (AASHTO 5.2.5) AASHTO 5.2.6 – max 2% cross-slope

Traffic signs/markings NACTO – bike lane word/symbol and/or arrow markings (MUTCD

Horizontal alignment

9C-3) shall be placed at beginning and at periodic intervals;

AASHTO 5.2.5 – min radius for cyclists chosen by design speed

intersection traffic controls shall also be installed for contra-flow

(table 5-2), typical design speeds are 18- 30 mph (60 min radius

bicyclists; dashed yellow line should be used to separate two-

for 18 mph, which is 85th percentile speed (from 5.2.4)) –

way traffic and delineate from ped

(LFUCG 6.3.1 – 20mph) Shared-use path geometrics Vertical alignment

AASHTO 5.2.5 – min radius for cyclists chosen by design speed

AASHTO 5.2.8 – stopping sight distance calculated with 4.5 ft

(table 5-2), typical design speeds are 18- 30 mph (60 min radius

eye height (cyclist) and object height 0 in.

for 18 mph, which is 85th percentile speed (from 5.2.4))

Vertical clearance

Lighting

The desirable vertical clearance to obstructions is 10 ft. Fixed

AASHTO 5.2.12 – pedestrian scale lighting preferred (about 15 ft

objects should not be permitted to protrude within the vertical

high), 0.5 to 2 foot candles, when lighting not provided or during constrained hours provide reflective edge lines (Section 5.4.1)

SCAPE

232


TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS

SIDEWALK FACILITIES

SCAPE

SHARED USE PATH (PED/BIKE USE)

233


APPENDIX

TOWN BRANCH COMMONS DESIGN STANDARDS

CONTACTS Lexington-Fayette Urban County Government, Project Manager

SCAPE

Brandi Peacher , Director of Project Management, Office of the Mayor (e) bpeacher@lexingtonky.gov (p) 859.258.3150

234


APPENDIX

TOWN BRANCH COMMONS DESIGN STANDARDS

99% DESIGN PLANS The design plans found within shall be the guiding document for any work within the Town Branch Commons public right-of-way. Amendments will be made as the design is finalized and 100% construction documents are completed. Contact LFUCG project manager to confirm current design documents throughout construction. Upon construction completion final drawings will be included to document alterations made in the field.

SCAPE

234


COUNTY OF

INDEX OF SHEETS DESCRIPTION

SHEET NO. 1 2 - 2A

COVER GENERAL NOTES

2B - 2D

GENERAL SUMMARIES

2E

PAVING SUMMARY

3 - 6

TYPICAL SECTIONS

7 - 12

MAINTENANCE OF TRAFFIC

80 - 93

DEMOLITION

100 - 128

GRADING

133

COORDINATE CONTROL

134 - 161

LAYOUT

201 - 261

SOIL AND IRRIGATION

300 - 355

STORM DRAINAGE

400 - 417

ELECTRICAL AND LIGHTING

501 - 520

SIGNALS

601 - 648

HARDSCAPE AND MATERIALS

649

MAIN AND VINE WATER FEATURES

650

SIGNAGE DETAILS

701 - 758

LANDSCAPING

801 - 822

STRIPING AND SIGNAGE

900 - 922

UTILITY COORDINATION

ITEM NO.

SHEET NO.

1

FAYETTE

LEXINGTON-FAYETTE URBAN COUNTY GOVERNMENT

A L E X

, S M IT H

C K P A T R I

, S T O N E

P A M

, K O L Z E

K E V IN

N M A R T I

PLANS OF PROPOSED PROJECT

TOWN BRANCH COMMONS MAIN STREET TO MIDLAND AVENUE STANDARD DRAWINGS

FILE NAME: C:\TMP\PWISE\DMS49642\42375 COVER.DGN

NUMBER RDB-270-09

BEGIN CONSTRUCTION

VINE ST. STA. 100+00 (AHEAD) =

RDB-271-05

STA. 299+91 MAIN ST.

MAIN ST. STA. 306+70.51 (BACK)

RDB-272-07 RPM-100-10 RPM-170-09 RPM-120-07 RGX-040-03 RDI-200-05 RDI-120-04 RDI-020-09 RDI-021-01 RDI-025-05 RDI-026-01 RPM-150-08 RDX-230-01 RDX-215-01 RDX-215-03 RDX-005-03 RDD-021-07 RDB-320-06

END CONSTRUCTION

RDX-001-06

STA. 528+93 MIDLAND AVE.

RDI-100-05 RDI-001-10 RDI-002-05 RDI-003-05 RGX-030-07

USER: gw ynna

DATE PLOTTED: Novem ber 30, 201 8

TTC-100-04

DESIGN CRITERIA MIDLAND AVE. STA. 500+24.09 (AHEAD) = CLASS OF HIGHWAY

URBAN PRINCIPAL ARTERIAL

VINE ST. STA. 146+39.65, 30.05' LT. (BACK)

ROLLING

TYPE OF TERRAIN DESIGN SPEED REQUIRED NPSD REQUIRED PSD

LAYOUT MAP

Mi croStati on v8.1 1 .9.71 4

E-SHEET NAME:

LEVEL OF SERVICE ADT PRESENT (

25,439 )

2014

ADT FUTURE (

)

NOT TO SCALE

DHV D %

PLANS PREPARED BY:

T %

GEOGRAPHIC COORDINATES LATITUDE

38

LONGITUDE

84

DEGREES DEGREES

03 30

MINUTES MINUTES

DESIGNED % RESTRICTED SD LEVEL OF SERVICE

21 13

SECONDS NORTH SECONDS WEST

NOT FOR CONSTRUCTION FINAL PLAN REVIEW NOVEMBER 30, 2018 333 WEST VINE STREET, SUITE 1650 LEXINGTON, KENTUCKY 40507 TELEPHONE: (859) 469-5610

MAX. DISTANCE W/O PASSING


COUNTY OF

GENERAL NOTES ARCHAEOLOGICAL MONITORING

THE CONTRACTOR IS EXPECTED TO WORK CLOSELY WITH LFUCG DIVISION OF ENGINEERING ON

ARCHAEOLOGICAL MONITORING WILL OCCUR DURING THE PROPOSED GROUND-DISTURBING

THE TIMING AND STATUS OF ALL CONSTRUCTION PROGRESS.

ACTIVITIES FOR ZONES 1-5 AND 7 OF THE PROJECT IN ACCORDANCE WITH AN ARCHAEOLOGICAL MONITORING PLAN DEVELOPED BY LFUCG AND APPROVED BY FHWA AND

THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "KENTUCKY ROAD AND BRIDGE CONSTRUCTION", STANDARD DRAWINGS, MANUALS, GUIDELINES, AND M.U.T.C.D., LATEST EDITIONS, UNLESS OTHERWISE NOTED IN THESE PLANS.

UNLESS THE PLANS, CONTRACT DOCUMENTS, OR SPECIFICATIONS EXPLICITLY INDICATE OTHERWISE, ALL REFERENCES TO THE KENTUCKY TRANSPORTATION CABINET (KYTC) OR "THE DEPARTMENT" SHOULD BE CONSTRUED AS BEING REFERENCES TO THE LEXINGTON-FAYETTE URBAN COUNTY GOVERNMENT (LFUCG).

FAYETTE

COORDINATION THE CONTROL OF ACCESS ON THIS PROJECT SHALL BE BY PERMIT

TRANSPORTATION CABINET/DEPARTMENT OF HIGHWAYS, STANDARD SPECIFICATIONS FOR

ITEM NO.

IF CONSTRUCTION INTERFERES WITH TRANSIT OPERATIONS OR OBSTRUCTS AN EXISTING BUS

SHPO. THE MONITORING PLAN SHALL BE IMPLEMENTED PRIOR TO GROUND-DISTURBING

STOP. THE CONTRACTOR SHALL NOTIFY LEXTRAN IN WRITING A MINIMUM OF 7 CALENDAR

ACTIVITIES IN THE AREAS COVERED BY THE PLAN. IF MONITORING ACTIVITIES DOCUMENT

DAYS IN ADVANCE OF THE WORK AND MAKE PROVISIONS ACCEPTABLE WITH LEXTRAN TO

POTENTIALLY INTACT HISTORIC OR PREHISTORIC DEPOSITS, CONSTRUCTION WORK SHALL

PROVIDE AN ALTERNATIVE TEMPORARY LOCATION.

CEASE IN THE IMMEDIATE VICINITY UNTIL THE DEPOSITS CAN BE ASSESSED FOR INTEGRITY AND POTENTIAL HISTORIC SIGNIFICANCE. ARCHAEOLOGICAL SURVEY AND

CONTACTS FOR MODIFICATIONS

TESTING MAY BE REQUIRED.

FRED COMBS

EMILY ELLIOTT

FCOMBS@LEXTRAN.COM

EELLIOTT@LEXTRAN.COM

DIRECT 859-244-2024

DIRECT 859-244-2018

CELL 859-388-4883

CELL

859-421-0060

ANY DISCREPANCY BETWEEN THE STANDARD SPECIFICATIONS OF

HISTORIC BUILDINGS IMPACTS TO BUILDINGS IN THE NORTHSIDE HISTORIC RESIDENTIAL DISTRICT ON NEWTOWN PIKE (ZONE 7) WILL BE AVOIDED, SPECIFICALLY THE BUILDING AT 227 OLD GEORGETOWN

KYTC AND THE EXPRESS INTENTIONS OF LEXINGTON-FAYETTE

STREET AND THE ANCILLARY CONCRETE BLOCK GARAGE AT 610 WEST THIRD STREET (BLUE

URBAN COUNTY GOVERNMENT (I.E. PLANS, CONTRACT DOCUMENTS

STALLION BREWING).

AND SPECIFICATIONS, AND LEXINGTON-FAYETTE URBAN COUNTY GOVERNMENT STANDARD DRAWINGS) SHALL BE RESOLVED IN

HAZARDOUS MATERIALS

FAVOR OF THE LATTER.

BECAUSE THIS PROJECT IS SITUATED WITHIN AN URBAN SETTING, THERE IS POTENTIAL TO NOTICE TO PERMITTEE

ENCOUNTER ABANDONED BURIED PETROLEUM UNDERGROUND STORAGE TANKS OR CONTAMINATED SOILS DURING GRADING AND UTILITY WORK. SHOULD A BURIED UNDERGROUND STORAGE

ALL WORK WITHIN THE EXISTING RIGHT OF WAY SHALL BE DONE IN ACCORDANCE WITH THE

TANK, SOILS EXHIBITING UNUSUAL ODORS OR COLORS, OR SOILS THAT INDICATE POSSIBLE

PLANS AS APPROVED AND PERMITTED BY AN ENCROACHMENT PERMIT. ANY CHANGES OR

CONTAMINATION FROM PETROLEUM OR INDUSTRIAL WASTE BE ENCOUNTERED, THE CONTRACTOR

THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS AND COOPERATE WITH OTHER CONTRACTORS, E.G. PUBLIC UTILITY COMPANIES, SO THAT INTERFERENCE WITH SUCH

VARIANCES MADE AT THE TIME OF CONSTRUCTION WITHOUT WRITTEN APPROVAL FROM

SHOULD STOP WORK IN THE AREA AND CONTACT THE ENGINEER AND/OR THE LFUCG PROJECT

LFUCG SHALL BE REMOVED BY THE PERMITTEE AT NO EXPENSE TO LFUCG AND SHALL BE

MANAGER IMMEDIATELY.

OTHER WORK WILL BE REDUCED TO A MINIMUM.

REDONE BY THE PERMITTEE TO CONFORM WITH THE APPROVED PLANS.

CONTROL OF WORK

-ZONES 1-4 UTILITIES (HAZARDOUS OR FLAMMABLE MATERIALS)

CONTRACTOR SHALL OBTAIN LANE CLOSURE PERMITS, OPERATING WITHIN THE

-ANY SUBGRADE ACTIVITY WITHIN THE PROJECT AREA THAT INVOLVES EXCAVATION GREATER

HOURS PERMITTED THEREIN.

THAN 2 FEET BELOW PAVEMENT HAS THE POTENTIAL TO ENCOUNTER ABANDONED PETROLEUM UNDERGROUND STORAGE TANKS.

THE CONTRACTOR IS ADVISED TO EXERCISE CAUTION IN HIS OPERATIONS IN AREAS

LOCAL ACCESS AND TEMPORARY ENTRANCES

FILE NAME: C:\TMP\PWISE\DMS49642\GENERAL_NOTES.DGN

WHERE PLANS INDICATE THE PRESENCE OF A GAS LINE OR OTHER LINES CARRYING HAZARDOUS MATERIAL.

BEFORE YOU DIG

PLATING WORKS FACILITY (HS-30) LOCATED AT 150 -152 ROSE STREET HAS THE THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE REASONABLE ACCESS, IN THE OPINION

POTENTIAL TO ENCOUNTER CONTAMINATED SOIL AND/OR HAZARDOUS WASTE THAT WILL NEED

OF THE ENGINEER, TO ALL APPROACHES AND ENTRANCES DURING WORKING HOURS.

TO BE MANAGED ACCORDINGLY. EXCESS SOIL WASTE WILL REQUIRE MANAGEMENT.

ENTRANCES WILL BE MAINTAINED AT ALL TIMES WHILE PROVIDING CONTINUAL ACCESS AT

-ANY SUBGRADE ACTIVITY IN THE VICINITY OF THE FORMER LOCATION OF THE FORMER

ANY HOUR

MANUFACTURED GAS PLANT (HS-3) LOCATED AT PATTERSON AND W. MAIN STREET HAS THE

OF THE DAY.

POTENTIAL TO ENCOUNTER CONTAMINATED SOIL AND/OR HAZARDOUS WASTE THAT WILL NEED TO BE MANAGED ACCORDINGLY. EXCESS SOIL WASTE WILL REQUIRE MANAGEMENT.

THE CONTRACTOR IS INSTRUCTED TO CALL 1-800-752-6007 TO REACH KY 811, THE ONE-CALL SYSTEM FOR INFORMATION ON THE LOCATION OF EXISTING UNDERGROUND UTILITIES. THE CALL IS TO BE PLACED A MINIMUM OF TWO (2) AND NO MORE THAN TEN (10) BUSINESS DAYS PRIOR TO EXCAVATION. THE CONTRACTOR SHOULD BE AWARE THAT OWNERS OF UNDERGROUND FACILITIES ARE NOT REQUIRED TO BE MEMBERS OF THE KY 811 ONE-CALL BEFORE-U-DIG (BUD) SERVICE. THE CONTRACTOR MUST COORDINATE EXCAVATION WITH THE UTILITY OWNERS, INCLUDING THOSE WHOM DO NOT SUBSCRIBE TO KY 811. IT MAY BE NECESSARY FOR THE CONTRACTOR TO CONTACT THE COUNTY COURT CLERK TO

-EXISTING PROPERTIES LOCATED AT 560 - 572 E. THIRD STREET (EDR-24) AND 265 GEOTECHNICAL

COVENANTS AS A RESULT OF THE KNOWN SOIL CONTAMINATION ABOVE ALLOWABLE LEVELS. APPROPRIATE ACTION TO DETERMINE SUBSURFACE CONDITIONS. EXCAVATION IS

-ZONE 7

UNCLASSIFIED. NO ADDITIONAL COMPENSATION SHALL BE PROVIDED SHOULD ROCK BE

-ANY SUBGRADE ACTIVITY IN THE VICINITY OF THE FORMER LOCATION OF THE INDIAN

ENCOUNTERED.

REFINERY BULK PLANT (NE CORNER OF W. MAIN STREET AND PAYNE STREET) HAS THE POTENTIAL TO ENCOUNTER CONTAMINATED SOIL AND/OR HAZARDOUS WASTE. EXCESS SOIL

SPECIAL NOTES

WITHOUT REGARD TO THE MATERIALS ENCOUNTERED, ALL ROADWAY AND DRAINAGE EXCAVATION SHALL BE UNCLASSIFIED AND SHALL BE DESIGNATED AS "ROADWAY EXCAVATION", IT SHALL BE DISTINCTLY UNDERSTOOD THAT ANY REFERENCE TO ROCK, EARTH, OR ANY OTHER MATERIAL ON THE PLANS OR CROSS-SECTIONS, WHETHER IN NUMBERS, WORDS,

MIDLAND AVE. (EDR-29) HAVE ESTABLISHED DEED RESTRICTIONS AND/OR ENVIRONMENTAL

ROCK SOUNDINGS WERE NOT PERFORMED BY THE ENGINEER. THE CONTRACTOR SHALL TAKE

DETERMINE WHAT UTILITY COMPANIES HAVE FACILITIES IN THE AREA

NOTICE - CAUTION - CLASSIFICATION

-ANY SUBGRADE ACTIVITY IN THE VICINITY OF THE FORMER LOCATION OF THE FORMER

IF APPLICABLE, SPECIAL NOTES ARE PROVIDED WITHIN EACH SUBSECTION OF THE PLANS.

WASTE IN THESE AREAS WILL REQUIRE MANAGEMENT. THE CORRIDOR ALONG NEWTOWN PIKE FROM WEST MAIN STREET TO FOURTH STREET HAS HAD NUMEROUS USES THAT WOULD BE EXPECTED TO CREATE ENVIRONMENTAL CONDITIONS. THESE USES INCLUDED THE COUNTY AND CITY ROAD DEPARTMENTS, MAINTENANCE GARAGES AND

SEEDING AND PROTECTION

NUMEROUS SERVICE STATIONS. EXTENSIVE SOIL SAMPLING AT THE PARCELS IN THE 300 BLOCK OF NEWTOWN PIKE INDICATES WIDESPREAD SOIL CONTAMINATED WITH PAH

CONSTRUCT PERMANENT SEEDING ACCORDING TO 2012 SPECIFICATIONS USING MIXTURE TYPE II.

COMPOUNDS, LEAD AND ARSENIC AT LEVELS THAT REQUIRE MANAGEMENT AND AN ENVIRONMENTAL COVENANT. THIS CONDITION SHOULD BE EXPECTED TO BE PRESENT IN

LETTERS OR LINES, IS SOLELY FOR THE DEPARTMENT'S INFORMATION AND IS NOT TO BE SODDING

OTHER AREAS ALONG THE NEWTOWN PIKE CORRIDOR.

CONCLUSION AS TO THE CONDITIONS TO BE ENCOUNTERED. THE DEPARTMENT DOES NOT

SODDING QUANTITIES AS SHOWN ON PLANS INCLUDE ALL AREAS INDICATED ON TYPICAL

4F IMPACTS

GIVE ANY GUARANTEE AS TO THE ACCURACY OF THE DATA AND NO CLAIM WILL BE

SECTIONS AS SODDED AND THOSE AREAS NOTED AS "SOD" ON THE PLAN SHEETS.

THE CONTRACTOR SHALL AVOID IMPACTS TO THE CHARLES YOUNG PARK ENTRY SIGN ON

CONSIDERED FOR ADDITIONAL COMPENSATION IF THE MATERIALS ENCOUNTERED ARE NOT

QUANTITIES ARE SUMMARIZED INTO ONE NOTE PER PLAN SHEET.

MIDLAND AVENUE.

TAKEN AS AN INDICATION OF CLASSIFIED EXCAVATION OR THE QUANTITY OF EITHER ROCK, EARTH OR ANY OTHER MATERIAL INVOLVED. THE BIDDER MUST DRAW HIS OWN

IN ACCORDANCE WITH THE CLASSIFICATION SHOWN.

E-SHEET NAME: R0020FGN

USER: eckl erj

DATE PLOTTED: Novem ber 30, 201 8

EXISTING LANDSCAPE MATERIAL STANDARD DRAWINGS

DO NOT DISTURB LANDSCAPE PLANTS UNLESS ABSOLUTELY NECESSARY.

STANDARD DRAWINGS ARE NOT ATTACHED TO THESE PLANS. A STANDARD DRAWING BOOK AND

DO NOT TO DISTURB ANY PLANTS WITHOUT PRIOR APPROVAL OF THE PROJECT ENGINEER.

THE HEADWALL SUPPLEMENTAL BOOK MAY BE OBTAINED FROM THE POLICY SUPPORT BRANCH OF THE DEPARTMENT OF ADMINISTRATIVE SERVICES IN FRANKFORT, KY.

THE PROJECT ENGINEER SHALL NOTIFY LFUCG FOR POSSIBLE SALVAGE OF ANY PLANTS

(502) 564-3670

NEEDING REMOVAL.

http://transportation.ky.gov/Highway-Design/Pages/Standard-Drawings.aspx

N.G.S. (U.S.G.S.) BENCH MARKS

ENTRANCE PAVEMENT AND SIDEWALK RAMPS

DO NOT DISTURB N.G.S. (U.S.G.S.) BENCH MARKS IN ANY MANNER UNLESS DIRECTED BY

CONTRACTOR WILL CONSTRUCT ENTRANCE PAVEMENT AND SIDEWALK RAMPS IN ACCORDANCE

THE ENGINEER.

WITH THE DETAILS AS SHOWN IN THE KDOH STANDARD DRAWINGS, THE SPECIAL NOTES AND TO THE LAYOUT AS DETAILED IN THE PLANS.

COMPACTION OF ASPHALT MIXTURES WILL ACCEPT THE COMPACTION OF ASPHALT MIXTURES FURNISHED ON THIS PROJECT BY OPTION B ACCORDING TO SUBSECTIONS 402.03.02 AND 403.03.10 OF THE STANDARD

SIDEWALK RAMPS

SPECIFICATIONS. RAMPS SHALL BE PAID PER SQ. YARD OF 4'' CONC. SIDEWALK AND THE UNIT PRICE SHALL INCLUDE ALL MATERIALS, FORMS, CURB ALONG RAMPS AND BEHIND RAMP AND LANDING, AND EDGE KEY

ALL INCIDENTALS NECESSARY FOR CONSTRUCTION. DETECTABLE WARNINGS SHALL BE A SEPARATE BID ITEM.

THIS WORK INCLUDES CUTTING OUT THE EXISTING ASPHALT SURFACE TO A MINIMUM DEPTH AND WIDTH AS DETAILED ELSEWHERE IN THE PLANS SO THAT THE NEW SURFACE MAY HEEL INTO THE EXISTING SURFACE. THE CONTRACT UNIT PRICE BID LINEAR FOOT FOR "EDGE

DETECTABLE WARNINGS FOR SIDEWALK RAMPS

KEY" INCLUDES ALL NECESSARY MATERIALS, LABOR AND EQUIPMENT NECESSARY TO PERFORM THE WORK AND DISPOSE OF THE REMOVED ASPHALT MATERIAL.

DETECTABLE WARNINGS AT ALL SIDEWALK RAMPS WILL BE CONSTRUCTED IN ACCORDANCE

Mi croStati on v8.1 1 .9.71 4

WITH STANDARD SPECIFICATIONS AND SHALL BE PAID PER SQ. FT. MEASUREMENT CONCRETE LONGITUDINAL SAW CUTS USE DIMENSIONS PROVIDED, DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS AND NOTIFY OWNERS REPRESENTATIVE OF ANY DISCREPANCIES.

CONCRETE LONGITUDINAL SAW CUT DESIGN IS INDICATED IN THE PLANS AND SPECIFIED ON DETAILED LAYOUT SHEETS FOR THE CONTRACTOR'S USE AND ACCEPTANCE BY THE ENGINEER.

SALVAGE MATERIALS

FABRIC GEOTEXTILE TYPE IV FOR PIPE

ITEMS IDENTIFIED IN THE PLANS AS SALVAGE SHALL BE DELIVERED TO THE LFUCG

FABRIC GEOTEXTILE TYPE IV FOR PIPE WILL BE USED FOR TRENCH LINING AND WILL BE BID AT

STORAGE YARD BEHIND THE WASTE MANAGEMENT FACILITY ON ROY H MARDIS WAY.

THE CONTRACT UNIT PRICE PER SQUARE YARD.

CONTACT JEFF NEAL AT JNEAL@LEXINGTONKY.GOV - (859)258-3830.

GENERAL NOTES

SHEET NO.

2


COUNTY OF

ITEM NO.

FAYETTE

GENERAL NOTES SURVEY INFORMATION SHOWN PROVIDED BY LFUCG AND FROM SURVEY

ADJACENT PROPERTY COORDINATION

BY BTM SURVEYORS

-

DATUM IS KY STATE PLANE SINGLE ZONE NAD 83, VERTICAL DATUM IS NAVD-88

LEXINGTON CONVENTION CENTER THE LEXINGTON CONVENTION CENTER (LCC) SITE WILL BE UNDER CONSTRUCTION DURING

THE AVAILABILITY AND RELEASE OF ELECTRONIC INFORMATION IS AT THE SOLE

THE DURATION OF THIS PROJECT. CONSTRUCTION OF TOWN BRANCH COMMONS ADJACENT TO

DISCRETION OF THE OWNERS REPRESENTATIVE.

THE LCC SITE SHALL BE CLOSELY COORDINATED WITH THE LCC CONSTRUCTION CONTRACTOR, MESSER CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE WITH:

EXISTING SURVEY INFORMATION IS SHOWN IN AN APPROXIMATE WAY ONLY AND HAS NOT

-MR. MIKE WEDDING SENIOR PROJECT EXECUTIVE MESSER CONSTRUCTIONØ59-425-1320

BEEN INDEPENDENTLY VERIFIED BY THE OWNERS REPRESENTATIVE. THE CONTRACTOR SHALL

MWEDDING@MESSER.COM-

VERIFY FIELD CONDITIONS TO DETERMINE THE EXACT LOCATION OF ALL EXISTING

SEE MAINTENANCE OF TRAFFIC GENERAL NOTES FOR ADDITIONAL INFORMATION REGARDING

UTILITIES PRIOR TO COMMENCING WORK. THE CONTRACTOR(S) SHALL NOTIFY THE OWNERS

THE LCC CONSTRUCTION SCHEDULE AND PHASING.

REPRESENTATIVE IMMEDIATELY IF A DISCREPANCY IS FOUND BETWEEN THE SURVEY AND ACTUAL FIELD CONDITIONS. HILTON HOTEL WHERE REFERENCED IN THE PLANS AS CONTRACTOR/OWNER RESPONSIBILITY, IT IS THE

-

CONTRACTORS OBLIGATION TO ACT ON THE OWNERS BEHALF IN FULFILLING ALL

THE CONTRACTOR SHALL COORDINATE WITH HILTON HOTELS FOR THE REMOVAL AND

REQUIREMENTS FOR COMPLIANCE WITH PERMITS AND EROSION CONTROL GUIDELINES UNTIL

RELOCATION / REERECTION OF FLAG POLES LOCATED WITHIN THE EXISTING RIGHT OF WAY.

TRANSFER OF RESPONSIBILITY OR NOTICE OF TERMINATION WITH THE OWNER.

ALL WORK WILL BE PERFORMED BY THE HILTON HOTEL OR THEIR CONTRACTOR. THE FLAG POLES WILL BE RELOCATED TO THE APPROXIMATE LOCATION NOTED IN THE PLANS. THE

ALL BACKFILL WITHIN THE ROADWAY AND UNDER CURB AND GUTTER SHALL CONSIST OF

CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE TO THE HILTON HOTEL'S REPRESENTATIVE

FLOWABLE FILL BACKFILL IN ACCORDANCE WITH KYTC STANDARD SPECIFICATION 601.

SO THAT THE FLAG POLES CAN BE RELOCATED PRIOR TO THE CONTRACTOR BEGINNING ADJACENT WORK. THE CONTRACTOR SHALL PROVIDE NECESSARY ASSISTANCE TO THE HILTON

LEVELING AND WEDGING OF THE ASPHALT SURFACE SHALL BE COMPLETED IN ACCORDANCE

HOTEL'S CONTRACTOR IN LOCATING THE NEW FLAGPOLE LOCATIONS.

WITH KYTC STANDARD SPECIFICATION 403. OBTAIN ALL NECESSARY PERMITS AND MAINTAIN AN ORIGINAL PERMIT WITH SIGNATURES ON

CITY CENTER

SITE AT ALL TIMES.

-CERTAIN PORTIONS OF THE TOWN BRANCH COMMONS ADJACENT TO THE CITY CENTER

FILE NAME: C:\TMP\PWISE\DMS49642\GENERAL_NOTES.DGN

DEVELOPMENT BETWEEN UPPER AND LIMESTONE STREETS WILL BE COMPLETED BY OTHERS CONTRACTOR SHALL VERIFY EXISTING GRADES AND PROPOSED GRADES IN THE FIELD AND

PRIOR TO PROJECT LETTING. THE CONTRACTOR'S WORK IN THIS BLOCK SHALL BE LIMITED

NOTIFY ENGINEER IMMEDIATELY IF A DISCREPANCY IS FOUND BETWEEN THE EXISTING

TO THE ITEMS SHOWN IN THE PLAN. THE CONTRACTOR SHALL NOT CLOSE ANY PORTION OF

GRADES SHOWN AND ACTUAL FIELD CONDITIONS.

THIS BLOCK TO PEDESTRIAN OR VEHICULAR ACCESS EXCEPT THE IMMEDIATE AREAS IN WHICH WORK IS BEING PERFORMED. ACCESS TO THE HOTEL AND RESTAURANT ENTRANCE

CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE ON ALL FINISHED SURFACES.

SHALL NOT BE IMPEDED.

CONTRACTOR SHALL CONSULT WITH ENGINEER FOR AREAS SUBJECT TO PONDING. ALL EXTERIOR PAVEMENTS AT BUILDING ENTRANCES SHALL BE FLUSH WITH THE FINISHED

KENTUCKY UTILITIES PARKING LOT

FLOOR ELEVATIONS UNLESS NOTED OTHERWISE.

THE CONTRACTOR SHALL NOTIFY KENTUCKY UTILITIES REPRESENTATIVE, MR. CURTIS WARREN (859-XXX-XXXX, CURTIS.WARREN@LGE-KU.COM), A MINIMUM OF 21 DAYS PRIOR TO BEGINNING WORK ADJACENT TO THE KENTUCKY UTILITIES PARKING LOT LOCATED BETWEEN AYRES ALLEY AND QUALITY STREET. THE OWNER SHALL HAVE SUFFICIENT TIME TO RELOCATE FLEET VEHICLES TO OFF SITE PARKING AND TO RESTRIPE THE LOT IN A TEMPORARY CONFIGURATION. THE CONTRACTOR SHALL PROCEED EXPEDITIOUSLY WITH WORK ADJACENT TO THE PARKING LOT TO MINIMIZE IMPACTS TO THE OWNER. WHEN WORK IS SUBSTANTIALLY COMPLETE ADJACENT TO THE PARKING LOT THE CONTRACTOR SHALL VACATE THE EASEMENT AND NOTIFY KENTUCKY UTILITIES IMMEDIATELY.

LEXINGTON TRANSIT CENTER THE CONTRACTOR SHALL NOTIFY LEXINGTON TRANSIT CENTER'S REPRESENTATIVE, MR. FRED COMBS (859-244-2024, FCOMBS@LEXTRAN.COM) OR MS. EMILY ELLIOTT (859-244-2018, EELLIOTT@LEXTRAN.COM) A MINIMUM OF 21 CALENDAR DAYS PRIOR TO BEGINNING WORK ADJACENT TO AND WITHIN THE LEXINGTON TRANSIT CENTER. THE AGENCY MUST HAVE SUFFICIENT NOTICE TO RELOCATE IMPACTED ROUTES WITHIN THE TRANSIT CENTER AND TO ALERT TRANSIT USERS OF CHANGES. IN COMPLETING THE WORK THE CONTRACTOR SHALL NOT IMPEDE BUS EGRESS FROM, NOR PEDESTRIAN ACCESS TO THE TRANSIT CENTER.

THOROUGHBRED PARK/TRIANGLE PARK THE CONTRACTOR SHALL NOTIFY THE TRIANGLE FOUNDATION'S BOARD CHAIR, MR. STEPHEN GROSSMAN (859-XXX-XXXX, SGROSSMAN@HILLIARD.COM), A MINIMUM OF 14 DAYS PRIOR TO BEGINNING WORK AT TRIANGLE PARK AND THOROUGHBRED PARK.

Mi croStati on v8.1 1 .9.71 4

E-SHEET NAME: R0020FGN

USER: eckl erj

DATE PLOTTED: Novem ber 30, 201 8

-

GENERAL NOTES

SHEET NO.

2a


COUNTY OF

01811

1,410

1,500

5,249

10,052

01875

STANDARD HEADER CURB

LF

52

27

106

277

462

02650

MAINTAIN & CONTROL TRAFFIC

LS

1

1

1

1

4

LS

1

1

1

1

4

SIDEWALK-4 IN CONCRETE

SQYD

7

0

21

50

78

DETECTABLE WARNINGS

SQFT

221

773

267

1,078

2,339

DEMOLITION REMOVE

SQYD

4,253

2,633

5,092

18,632

30,610

DEMOLITION SALVAGE

SQYD

0

1,522

0

330

1,852

HANDRAIL-TYPE A-1

LF

0

0

56

0

56

02267

REMOVE & RESET FENCE

LF

0

0

0

480

480

02585

EDGE KEY

LF

214

53

94

574

935

LONGITUDINAL EDGE KEY

LF

751

136

97

408

1,392

EACH

1

0

1

3

5

LS

1

1

1

1

4

EACH

0

0

1

0

1

23158ES505

02611

21289ED

INTERPRETIVE SIGNAGE

FILE NAME: C:\TMP\PWISE\HUNTERR\DMS49642\42375TR02_GS.DGN

02572 24034EC

QUALITY CONTROL CURB TO BARRIER WALL TRANSITION (MOD.)

6514

PAVE STRIPING-PERM PAINT-4 IN

LF

4,146

1,408

2,036

14,648

22,238

6568

PAVE MARKING-THERMO STOP BAR-24IN

LF

132

240

138

405

915

6569

PAVE MARKING-THERMO CROSS-HATCH

SQFT

668

0

323

1,492

2,483

6573

PAVE MARKING-THERMO STR ARROW

EACH

0

0

0

2

2

6575

PAVE MARKING-THERMO COMB ARROW

EACH

0

0

0

2

2

EACH

0

0

0

9

9

LF

15

0

0

56

71

06601NC

PAVE MARKING-PAINT WORDS

22520EN

PAVE MARKING-THERMO YIELD BAR-36 IN

TO, OR, ONLY, WEST, EAST, SOUTH, NORTH

NOTES:

1

OVERHEAD SIGN STRUCTURE INCLUDES SIGNS & FOUNDATION

6566

PAVE MARK-THERMO-X-WALK-12 IN (WHITE)

ASSUMED 10' WIDE

LF

499

2,040

593

3,356

6,488

6566

PAVE MARK-THERMO-X-WALK-12 IN (GREEN)

ASSUMED 10' WIDE

LF

0

252

64

256

572

6422

55' MONOTUBE SIGN SUPPORT

EACH

0

0

0

2

2

6574

PAVE MARKING-THERMO CURV ARROW

EACH

3

1

0

20

24

REMOVE SIGN

EACH

11

2

9

30

52

INSTALL SIGN

EACH

8

0

3

23

34

LF

0

26

11

39

76

EACH

0

2

1

3

6

LF

47

80

0

0

127

EACH

3

1

0

5

9

LF

0

0

0

1,125

1,125

EACH

0

0

0

1

1

21373ND

1

PAVE MARK-THERMO-BIKE BOX 20782NS714 6540

DATE PLOTTED: Novem ber 30, 201 8

21813NN

USER: hunterr

PROJECT TOTALS

1,893

02720

E-SHEET NAME: R0020BSU

ZONE 1

LF

4

SHEET NO.

FAYETTE

STANDARD CURB AND GUTTER (MOD.)

MAINTAIN PEDESTRIAN TRAFFIC

Mi croStati on v8.1 1 .9.71 4

UNIT

ZONE 2

SUPPLIMENTAL DESCRIPTION

DESCRIPTION

ZONE 3

ITEM

ZONE 4

GENERAL SUMMARY

ITEM NO.

FOR GREEN BIKE BOXES (60" DEEP)

PAVE MARKING THERMO-BIKE PAVE STRIPING-THERMO-4 IN W REMOVE AND RELOCATE SHEET SIGNS

6544

PAVE STRIPING-THERMO-8 IN W

4939

REMOVE POLE

6542

PAVE STRIPING-THERMO-6 IN W

LF

0

37

0

109

146

6543

PAVE STRIPING-THERMO-6 IN Y

LF

0

0

0

76

76

TREE

AMELANCHIER ARBOREA 3" CAL. 8' HT.

EACH

0

14

0

13

27

TREE

AMELANCHIER LAEVIS 3" CAL. 8' HT.

EACH

4

0

5

10

19

EACH

0

0

0

20

20

TREE

CERCIS CANADENSIS 3" CAL.

TREE

GLEDITSIA TRIACANTHOS INERMIS 4" CAL.

EACH

5

4

5

6

20

TREE

GYMNOCLADUS DIOICA 'ESPRESSO' 4" CAL.

EACH

0

0

0

18

18

TREE

HALESIA TETRAPTERA 2.5" CAL.

EACH

0

0

0

4

4

EACH

9

2

0

13

24

TREE

HAMAMELIS VIRGINIANA 4' HT.

TREE

NYSSA SYLVATICA 4" CAL.

EACH

0

10

3

15

28

TREE

OSTRYA VIRGINIANA 3" CAL.

EACH

0

0

0

20

20

TREE

PLATANUS X ACERIFOLIA 4" CAL.

EACH

7

22

0

13

42

TREE

QUERCUS BICOLOR 4" CAL.

EACH

10

5

20

0

35

TREE

QUERCUS RUBRA 4" CAL.

EACH

6

17

4

9

36

TREE

TAXODIUM DISTICHUM 4" CAL.

EACH

0

0

0

14

14

ILEX VERTICILLATA 'JIM DANDY' 3 GAL

EACH

0

0

6

10

16

SHRUB AREAS

ILEX VERTICILLATA 'RED SPRITE' 3 GAL

EACH

0

0

144

203

347

SHRUB AREAS

PANICUM VIRGATUM 'SHENANDOAH' 4" POT

EACH

4,160

1,278

2,705

4,455

12,598

SHRUB AREAS

PRUNUS LAUROCERASUS 'OTTO LUYKEN' 5 GAL

EACH

0

0

45

29

74

GROUND COVER

DALEA PURPUREA 4" POT

EACH

0

0

76

2,027

2,103

GROUND COVER

IRIS VERSICOLOR 4" POT

EACH

0

0

0

666

666

SHRUB

TEMPORARY SIGNS, PORTABLE CHANGEABLE 4

MESSAGE SIGNS, AND ARROW PANELS INCIDENTAL TO MAINTAIN & CONTROL TRAFFIC.

TOWN BRANCH COMMONS GENERAL SUMMARY

2B


COUNTY OF

GENERAL SUMMARY

PLANT AREA

LAWN - FESCUE MIX

PROJECT TOTALS

ZONE 1

BAPTISIA AUSTRALIS 4" POT

SHEET NO.

FAYETTE

ZONE 2

GROUND COVER

EACH

260

0

55

193

508

SY

0

0

27

218

245

UNIT

ZONE 3

SUPPLIMENTAL DESCRIPTION

DESCRIPTION

ZONE 4

ITEM

ITEM NO.

2C

NOTES:

2

$88,500 FOR FOUNTAIN EQUIPMENT, INCLUDING LIGHTING FIXTURES, DOES NOT INCLUDE INSTALLATION, BASINS, STONE WORK, PIPES

PLANT AREA

STRUCTURAL SOIL

SY

0

0

0

224

224

FILE NAME: C:\TMP\PWISE\HUNTERR\DMS49642\42375TR02_GS.DGN

3 GROUND COVER

SCHIZACHYRIUM SCOPARIUM 4" POT

EACH

0

0

0

1,775

1,775

GROUND COVER

SPORABOLUS HETEROLEPIS 4" POT

EACH

0

0

0

845

845

SHRUB AREAS

CLETHRA ALNIFOLIA 'HUMMINGBIRD' 3 GAL

EACH

0

204

31

113

348

SHRUB AREAS

HYPERICUM CALYCINUM 'FIESTA' 2 GAL

EACH

0

148

31

372

551

SHRUB AREAS

ROSA CAROLINA 3 GAL

EACH

0

0

0

109

109

SHRUB AREAS

FOTHERGRILLA GARDENII 3 GAL

EACH

124

100

95

81

400

SHRUB AREAS

VIBURNUM NUDUM 'WINTERTHUR' 3 GAL

EACH

0

85

60

101

246

GROUND COVER

AMSONIA HUBRICHTII 4" POT

EACH

0

0

0

118

118

GROUND COVER

ASCLEPIAS TUBEROSA 4" POT

EACH

0

0

0

64

64

GROUND COVER

ERYNGIUM YUCCIFOLIUM 4" POT

EACH

0

0

0

430

430

GROUND COVER

LAITRIS ASPERA 4" POT

EACH

0

0

320

390

710

GROUND COVER

RATIBIDA PINNATA 4" POT

EACH

0

208

23

229

460

GROUND COVER

RUDBECKIA HIRTA 4" POT

EACH

0

131

302

125

558

GROUND COVER

SEDUM RUPESTRE 'ANGELINA' 4" POT

EACH

0

0

0

95

95

GROUND COVER

ECHINACEA PURPUREA 4" POT

EACH

562

216

124

95

997

ITEA VIRGINICA 'HENRY'S GARNET' 3 GAL

EACH

160

14

83

0

257

GROUND COVER

PYCNANTHEMUM MUTICUM 4" POT

EACH

0

0

21

318

339

GROUND COVER

EUPATORIUM FISTOLOSUM 4" POT

EACH

0

0

0

189

189

TREE

QUERCUS PHELLOS

EACH

0

0

0

3

3

TREE

SASSAFRAS ALIBIDUM

EACH

0

0

0

10

10

TREE

RHUS TYPHINA

EACH

0

0

0

4

4

TREE

MAGNOLIA VIRGINIANA

EACH

0

0

0

5

5

TREE

AESCULUS PARVIFLORA

EACH

0

0

0

12

12

RHUS AROMATICA 'GRO-LOW' 3 GAL

EACH

8

0

0

0

8

GROUND COVER

TIARELLA CORDIFOLIA 1 GALLON

EACH

0

24

0

0

24

GROUND COVER

ASCLEPIAS INCARNATA 4" POT

EACH

200

153

0

0

353

GROUND COVER

ASARUM CANADENSE 4" POT

EACH

0

526

0

0

526

QUERCUS COCCINEA

EACH

4

3

0

0

7

LS

0

0

0

1

1

LS

0

0

0

1

1

LS

0

0

0

1

1

SHRUB AREAS

SHRUB AREAS

TREE POTABLE WATER FEATURE - R1 @ 3RD & MIDLAND POTABLE WATER FEATURE - R3 @ MAIN & VINE

2 3

Mi croStati on v8.1 1 .9.71 4

E-SHEET NAME: R0020BSU

USER: hunterr

DATE PLOTTED: Novem ber 30, 201 8

RECIRCULATING WATER FEATURE - #1 (MIDLAND & SHROPSHIRE)

PASS-THRU

02723

SIDEWALK-6 IN CONCRETE

CONCRETE PEDESTRIAN/MULTI-USE PATH 6"

SY

1,921

681

940

2,936

6,478

02723

SIDEWALK-6 IN CONCRETE

CONCRETE BICYCLE PATH 6"

SY

282

660

1,025

843

2,810

TOWN BRANCH PAVER BANDING

LF

677

954

841

2,643

5,115

FLUSH CURB PAVER

LF

483

409

235

100

1,227

PRECAST CONCRETE END PIECE A

EACH

0

5

3

8

16

PRECAST CONCRETE INSERT

EACH

1

8

11

35

55

PRECAST CONCRETE AND FOOTER

EACH

0

0

1

20

21

PRECAST CONCRETE TRANSITION

EACH

0

0

5

9

14

SIGNATURE WALL

LF

33

283.33

203

632

1,151

VEHICULAR WALL

LF

0

0

0

455

455

TYPICAL WALL

LF

0

0

159

724

883

SIGNATURE PAVING ON SLAB

SY

598

1,657

1,088

3,181

6,524

CRUSHED STONE PAVING W/ BINDER

SY

0

0

0

320

320

EACH

0

0

0

4

4

SY

0

0

0

387

387

PRECAST CONCRETE END PIECE B

EACH

2

9

5

9

25

PRECAST CONCRETE 45°°WALL INSERT

EACH

1

1

5

17

24

4'X4' OPENINGS

EACH

5.5

19.5

7

29

61

STREET NAME PAVERS

LF

0

45

20

93

158

TYPICAL WALL WITH CAP

LF

0

0

543

376

919

VEHICULAR DEPTH BASE

SY

0

702

97

294

1,093

UNLIT BOLLARD THOROUGHBRED PARK PAVERS

$112,500 FOR FOUNTAIN EQUIPMENT, INCLUDING LIGHTING FIXTURES, DOES NOT INCLUDE INSTALLATION, BASINS, STONE WORK, PIPES

TOWN BRANCH COMMONS GENERAL SUMMARY


COUNTY OF

GENERAL SUMMARY ZONE 1

PROJECT TOTALS

ZONE 2

7.1

22.5

103

68

201

PRECAST BENCH ON TUBE FOOTER

EACH

6

6

12

8

32

SIGNATURE PAVING DRY LAID

SY

0

0

291

291

582

KARST STREAMBED

SY

0

0

0

437

437

KARST EMBANKMENT

SY

0

500

298

437

1,235

KARST CASCADE

LF

0

0

0

22

22

TRIANGLE PARK PAVERS

SY

403

0

0

0

403

UNIT

ZONE 3

SY

SUPPLIMENTAL DESCRIPTION

PLANTING SOIL

ASSUMED DEPTH - 2 FT

CY

892

559

540

1,662

3,653

TURF SOIL

ASSUMED DEPTH - 3 IN

CY

0

0

3

74

77

ASSUMED DEPTH - 1.5 FT

CY

59

80

220

386

745

ASSUMED DEPTH - 2 FT

CY

64

158

79

196

497

SF

853

2,130

1,054

2,637

6,674

CY

0

0

0

139

139

SF

14,521

13,235

13,592

44,494

85,842

BIOSOIL SOIL CELL SOIL SOIL CELL STRUCTURAL SOIL

NOTES:

Mi croStati on v8.1 1 .9.71 4

E-SHEET NAME: R0020BSU

USER: hunterr

DATE PLOTTED: Novem ber 30, 201 8

FILE NAME: C:\TMP\PWISE\HUNTERR\DMS49642\42375TR02_GS.DGN

IRRIGATION

ASSUMED DEPTH - 2 FT

SHEET NO.

FAYETTE

CRUSHED STONE EDGE W/ BINDER

DESCRIPTION

ZONE 4

ITEM

ITEM NO.

MODIFIED 11-30-2018

TOWN BRANCH COMMONS GENERAL SUMMARY

2D


Q

ZONE 4

ASPHALT MATERIAL FOR TACK

4

4

1 ESTIMATED AT 1 15 LBS. PER SQ. YD. PER INCH OF DEPTH.

2 ESTIMATED AS 10% OF THE MILL AND OVERLAY AREA TO BE REPLACED AS FULL DEPTH PAVEMENT DUE TO POOR PAVEMENT CONDITION IDENTIFIED BY ENGINEER DURING CONSTRUCTION.

3 ESTIMATED AS 10% OF THE TOTAL QUANTITY, EXCLUDING THE QUANTITY FOR 2

4 ESTIMATED AT 0.84 POUNDS PER SQUARE YARD.

5 ESTIMATED AT 2 INCH AVERAGE THICKNESS IN HALF THE REPAVING AREA 2301 9EN

ASPHALT MILLING AND TEXTURING

SY

TON

TON

TON

355 31 2 533 2.72

1 ,1 72

32.5 0.5 48.5 0.25

586

307.5 271 461 .5 2.36

5,583

28 0.5 42 0.22

508

201 1 .03

2,359

2,007.5 1 0.22

23,591

39

386.5

1 7

3

1 20

0.5

3

1 38

0.5

1 30 1 ,233

4,41 6

402

1 ,298

543

2.20

0.20

CONTINGENCY

ASPHALT MATERIAL FOR TACK

CL2 ASPHALT SURFACE 0.38B PG64-22

388

4

CL3 ASPHALT BASE 1 .00D PG64-22

21 4

TON

1 70

2

265.5

431 .5

39.5

25,950

1 1 .25

2,208.5

1 ,658.5

1 ,428

730

40,035

1 9,272

38,541

PAVING SUMMARY

356

LEVELING AND WEDGING PG 64-22

TON

UNI T

5,075

ZONE 1

1 90

DENSE GRADED AGGREGATE

I TEM

ZONE 1 PAVI NG SUM M ARY

SY

2.1 4

41 9.5

5

ZONE 1 ADDITIONAL ALLOWANCE

1

ASPHALT MILLING AND TEXTURING

TON

TON

TON

279.5

1 1 7

634

39

3

243

22

24,330

1 1 ,796

23,591

TOTAL ZONE

1

I TEM CODE

2301 9EN

ASPHALT MATERIAL FOR TACK

CL2 ASPHALT SURFACE 0.38B PG64-22

388

4

CL3 ASPHALT BASE 1 .00D PG64-22

21 4

TON

2.5

2

5,349

2,359

739

279

CONTINGENCY

356

LEVELING AND WEDGING PG 64-22

TON

UNI T

5,861

2.47

ZONE 2

1 90

DENSE GRADED AGGREGATE

I TEM

ZONE 2 PAVI NG SUM M ARY

SY

TON

484.5

306.5

1 35

ZONE 2 ADDITIONAL ALLOWANCE

1

ASPHALT MILLING AND TEXTURING

ASPHALT MATERIAL FOR TACK

TON

5

322.5

2.5

2

5,349

2,359

739

TOTAL ZONE

1

I TEM CODE

2301 9EN

356

CL2 ASPHALT SURFACE 0.38B PG64-22

388

TON

TON

ZONE 3

CL3 ASPHALT BASE 1 .00D PG64-22

LEVELING AND WEDGING PG 64-22

5 1 90

TON

UNI T

4,01 4

2.00

21 0

5,349

2,359

739

1 7

CONTINGENCY

21 4

DENSE GRADED AGGREGATE

I TEM

ZONE 3 PAVI NG SUM M ARY

SY

TON

392

385

ZONE 3 ADDITIONAL ALLOWANCE

1

ASPHALT MILLING AND TEXTURING

ASPHALT MATERIAL FOR TACK

TON

TON

221

92.5

3

5,349

2,359

739

40,035

S

2

D

24,330

R

TOTAL ZONE

1

I TEM CODE

2301 9EN

356

CL2 ASPHALT SURFACE 0.38B PG64-22

CL3 ASPHALT BASE 1 .00D PG64-22

TON

1 69.5

A

CONTINGENCY

388

21 4

LEVELING AND WEDGING PG 64-22

5

1 90

TON

5,084

2,538

5,075

ZONE 4

DENSE GRADED AGGREGATE

UNI T

508

9

ZONE 4 ADDITIONAL ALLOWANCE

1

I TEM

508

9

2

508

9

5,084

508

9

Y

TOTAL ZONE

1

I TEM CODE

5,870

586

ZONE 4 PAVI NG SUM M ARY

4,751

2,931

2,007

LEVELING AND WEDGING PG64-22

5,861

4,01 4

5,870

9

586

586

586

E

ZONE 2

1 .5"MILL AND OVERLAY CL3 ASPHALT SURFACE 0.38D PG64-22

402

737

3"CL3 ASPHALT BASE 1 .00D PG64-22

9

9

9

R

2

ZONE 1 ADDITIONAL ALLOWANCE

4,751

402

737

3.5"CL3 ASPHALT BASE 1 .00D PG64-22

A

2

TOTAL PROJECT

1 .5"CL3 ASPHALT SURFACE 0.38B PG64-22

402

737

U

ZONE 3

3"CL3 ASPHALT BASE 1 .00D PG64-22

2

ZONE 4 ADDITIONAL ALLOWANCE

S

PAVI NG AREAS

FILE NAME: C:\TMP\PWISE\HUNTERR\DMS49642\42375TR02_PVS.DGN

ZONE 3 ADDITIONAL ALLOWANCE

402

DATE PLOTTED: Novem ber 30, 201 8

USER: hunterr

ZONE 2 ADDITIONAL ALLOWANCE

737

I TEM

E-SHEET NAME: R0020ESU

ZONE 1

4"DENSE GRADED AGGREGATE

Mi croStati on v8.1 1 .9.71 4

COUNTY OF ITEM NO.

FAYETTE

SHEET NO.

2E

NOTES

ALL ASPHALT ALL ASPHALTMIXTURES MIXTURES SHALL SHALL BE BE ESTIMATED AT 110 LBS. PER SQ. YD. PER INCH OF DEPTH, UNLESS NOTED OTHERWISE.

.

TOWN BRANCH COMMONS PAVING AREAS & PAVING SUMMARY SHEET


COUNTY OF

ITEM NO.

FAYETTE

TYPICAL SECTIONS NOTES: 1. ROADWAY CROSS-SLOPES VARY. 2% SLOPE DESIRED ALONG MAIN ST., VINE ST., AND SIDE ROADS, AND 2.5% ALONG MIDLAND AVE.

1.5' VARIES

1.5' 8'

10'

10'

B L

10'

10'

VARIES

PARKING

2%

EXISTING

2%

REMOVE EXISTING; SEE DEMO PLANS FOR AREA OF REMOVAL

4 LANE WITH PARKING (MAIN ST. STA 300+00 TO STA 303+50)

1.5' FILE NAME: C:\TMP\PWISE\DMS49642\42375TR02_TYP.DGN

VARIES

8'

10'

10'

B L

10'

10'

16'

PARKING

VARIES

BUS DROPOFF 4'

2%

2%

EXISTING

4%

0%

2%

FLAT AREA TO ACCOMMODATE TRENCH DRAIN (COORDINATE WITH LCC CONTRACTOR)

4 LANE W/ PARKING AND BUS DROPOFF (MAIN ST. STA 303+50 TO STA 306+30)

REMOVE EXISTING; SEE DEMO PLANS FOR AREA OF REMOVAL 1.5' B L VARIES

DATE PLOTTED: Novem ber 30, 201 8

USER: gw ynna E-SHEET NAME: Mi croStati on v8.1 1 .9.71 4

1.5'

1.5' 13'

13'

2%

2%

REMOVE EXISTING; SEE DEMO PLANS FOR AREA OF REMOVAL

VARIES

2 LANE

(MAIN ST. STA 306+30 TO VINE ST. STA 104+50)

1.5' B L VARIES

1.5' VARIES

2%

VARIES

VARIES

VARIES

2%

EXISTING

REMOVE EXISTING; SEE DEMO PLANS FOR AREA OF REMOVAL

3 LANE WITH CONSTRUCTION ON THE RIGHT SIDE (VINE ST. STA 104+50 TO STA 106+50)

TOWN BRANCH COMMONS TYPICAL SECTIONS 0'

5'

10'

20'

SHEET NO.

3


COUNTY OF

FAYETTE

TYPICAL SECTIONS NOTES: VARIES

1. ROADWAY CROSS-SLOPES VARY. 2% SLOPE DESIRED ALONG MAIN ST., VINE ST., AND SIDE ROADS, AND 2.5% ALONG MIDLAND AVE.

1.5' B L

ITEM NO.

1.5' 10'

10'

2%

10'

VARIES

2%

REMOVE EXISTING; SEE DEMO PLANS FOR AREA OF REMOVAL

EXISTING

3 LANE WITH CONSTRUCTION ON THE LEFT SIDE (VINE ST. STA 106+50 TO STA 107+30, VINE ST. STA 115+00 TO STA 122+75 VINE ST. STA 127+95 TO STA 137+00

FILE NAME: C:\TMP\PWISE\DMS49642\42375TR02_TYP.DGN

VINE ST. STA 140+85 TO STA 146+39.65)

VARIES

10'

10'

10'

10.5'

VARIES

2%

2%

REMOVE EXISTING; SEE DEMO PLANS FOR AREA OF REMOVAL

EXISTING

3 LANE WITH PARKING

(VINE ST. STA 107+30 TO STA 115+00)

DATE PLOTTED: Novem ber 29, 201 8

USER: gw ynna

1.5'

PARKING

VARIES

1.5' B L

10'

10'

10'

VARIES

TRANSIT CENTER

2%

2%

REMOVE EXISTING; SEE DEMO PLANS FOR AREA OF REMOVAL

3 LANE AT THE TRANSIT CENTER

EXISTING MEDIAN BARRIER WALL TO REMAIN

(VINE ST. STA 122+75 TO STA 127+95)

E-SHEET NAME:

VARIES

Mi croStati on v8.1 1 .9.71 4

1.5' B L

1.5' B L

1.5' 10'

2%

10'

10'

VARIES

2%

REMOVE EXISTING; SEE DEMO PLANS FOR AREA OF REMOVAL

EXISTING

2 LANE WITH RIGHT TURN ONLY (VINE ST. STA 137+00 TO STA 138+50) TOWN BRANCH COMMONS TYPICAL SECTIONS 0'

5'

10'

20'

SHEET NO.

4


COUNTY OF

ITEM NO.

FAYETTE

TYPICAL SECTIONS NOTES: 1. ROADWAY CROSS-SLOPES VARY. 2% SLOPE DESIRED ALONG MAIN ST., VINE ST., AND SIDE ROADS, AND 2.5% ALONG MIDLAND AVE.

VARIES

1.5' B L

1.5' 10'

10'

VARIES

VARIES

(8.75' - 0')

2%

REMOVE EXISTING; SEE DEMO PLANS FOR AREA OF REMOVAL

2%

EXISTING

2 LANE SHIFT

(VINE ST. STA 138+50 TO STA 140+85)

STD. CURB AND GUTTER (MOD.) DETAIL 1" FILE NAME: C:\TMP\PWISE\DMS49642\42375TR02_TYP.DGN

1'

6"

VARIES

1.5' 10'

10'

10'

REMOVE EXISTING; SEE DEMO PLANS FOR AREA OF REMOVAL

10'

VARIES

2. 5%

5% 2.

6"

EXISTING

4 LANE

8"

(MIDLAND AVE. STA 500+24.09 TO STA 514+75 MIDLAND AVE. STA 520+00 TO STA 528+92.68)

DATE PLOTTED: Novem ber 29, 201 8

VARIES

USER: gw ynna

1.5' B L

1.5' B L

1.5' 10'

10'

5% 2.

REMOVE EXISTING; SEE DEMO PLANS FOR AREA OF REMOVAL

10'

10'

10'

VARIES

2. 5%

EXISTING

5 LANE WITH CENTER TURN LANE (MIDLAND AVE. STA 514+75 TO STA 520+00)

PAVEMENT DETAIL

Mi croStati on v8.1 1 .9.71 4

E-SHEET NAME:

STD. CURB AND GUTTER (MOD.)

RED NG AS REQUI NG AND LEVELI TH WEDGI 5"CL. 3 ASHP SURF WI . 1 00"CL. 3 ASPH BASE 3.

1'

50"CL. 3 ASPH BASE 3. 00"CL. 3 ASPH BASE 3. 00"DGA BASE 4.

TOWN BRANCH COMMONS TYPICAL SECTIONS 0'

5'

10'

20'

SHEET NO.

5


COUNTY OF

ITEM NO.

FAYETTE

TYPICAL SECTIONS NOTES: 1. ROADWAY CROSS-SLOPES VARY. 2% SLOPE DESIRED ALONG MAIN ST., VINE ST., AND SIDE ROADS, AND 2.5% ALONG MIDLAND AVE.

VARIES 1.5' 5'

1.5' VARIES

VARIES

VARIES

VARIES

5'

PLANTS

FILE NAME: C:\TMP\PWISE\DMS49642\42375TR02_TYP.DGN

2%

2%

2%

2%

SHORT ST

REMOVE EXISTING; SEE DEMO PLANS FOR AREA OF REMOVAL

TAPER LENGTH IN INCHES

VARIES

= 15 X t (In.) EDGE KEY ASPHALT SURFACE

VARIES

1.5'

VARIES

VARIES

1.5'

3'

WALK

DATE PLOTTED: Novem ber 29, 201 8

USER: gw ynna E-SHEET NAME:

EXISTING PAVEMENT OR NEW PAVEMENT

EXISTING PAVEMENT

5' WALK

1 : 1 5 TAPE R

Mi croStati on v8.1 1 .9.71 4

WALK

t =OVERLAY THICKNESS IN INCHES

2%

2%

2%

2%

EDGE KEY

LEWIS ST

FOR LONGITUDINAL EDGE KEY, KEY-IN TOP COURSE OF ASPHALT BASE.

REMOVE EXISTING; SEE DEMO PLANS FOR AREA OF REMOVAL

1.25" CL3 ASPH. SURF. 0.38A PG64-22 3.00" CL3 ASPH. BASE 1.00D PG64-22 3.50" CL3 ASPH. BASE 1.00D PG64-22 3.00" CL3 ASPH. BASE 1.00D PG64-22

EXISTING PAVEMENT

4.00" DGA BASE

18" MIN.

SAWCUT

LONGITUDINAL EDGE KEY N.T.S.

TOWN BRANCH COMMONS TYPICAL SECTIONS 0'

5'

10'

20'

SHEET NO.

6


COUNTY OF

ITEM NO.

FAYETTE

ZONES 1-4 PHASING NOTES ACCESS TO ALL PUBLIC ROADS ARE TO BE MAINTAINED EXCEPT AS INDICATED IN THE

THE CONTRACTOR SHALL INITIATE AND SUBSTANTIALLY COMPLETE ALL REQUIRED WORK IN EACH SECTION BEFORE INITIATING WORK IN THE NEXT SECTION, AND THE CONTRACTOR SHALL

BL

AREA. PHASES MAY BE CONSTRUCTED CONCURRENTLY WITH THE APPROVAL OF THE ENGINEER.

T S N O S R E F F E J

T S

CLOSURES MUST BE COORDINATED WITH OTHER ONGOING ROADWAY WORK IN THE PROJECT

IN A

SECTIONS ON ONE SIDE OF THE ROADWAY FOR THE ENTIRE DURATION OF THE PROJECT.

M

MAINTENANCE OF TRAFFIC NOTES. LANE CLOSURES SHALL BE LIMITED TO THREE (3) BLOCK

T S T S

R E K C U T

IN U Q N O G L A

PRESENT A TRAFFIC CONTROL SCHEME (INCLUDING DETOUR PLAN IF REQUIRED) FOR THE REVIEW G C FU L

AND APPROVAL BY THE ENGINEER PRIOR TO WORK IN EACH THREE (3) BLOCK SECTION.

A T S 021 0

PHASE 6

VINE ST B L

PHASE 1- MAIN/VINE STREET CONSTRUCT NORTH SIDE IMPROVEMENTS, INCLUDING THE RECONSTRUCTION OF THE W. MAIN STREET AND VINE STREET INTERSECTION, WHILE TRAFFIC IS MAINTAINED ON EXISTING PAVEMENT. SOUTH SIDE IMPROVEMENTS TO BE COORDINATED WITH ENGINEER

W D A O R B

Y A

FINAL SURFACE AND STRIPING

. S

AND LFUCG. DO NOT CONSTRUCT THE IMPROVEMENTS AT THE OLD VINE STREET INTERSECTION. A.

PHASE 5 PHASE 1

CLOSE ONE EASTBOUND LANE ON W. MAIN STREET/VINE STREET BETWEEN TUCKER STREET AND BROADWAY, REDUCING TRAFFIC TO ONE LANE.

B.

CLOSE ONE WESTBOUND LANE ON W. MAIN STREET AT VINE STREET, REDUCING TRAFFIC EASTBOUND VINE STREET.

C.

CLOSE ONE EASTBOUND LANE ON VINE STREET BETWEEN BROADWAY AND E. MAIN

PHASE 3

T S

TO ONE LANE. CLOSE LEFT TURN LANE FROM WESTBOUND W. MAIN STREET TO M

L IL

. S

STREET, MAINTAINING TWO LANES OF TRAFFIC.

PHASE 4

T S

PHASE 2- VINE STREET CONSTRUCT THE IMPROVEMENTS AT THE OLD VINE STREET

. S

INTERSECTION WHILE ONE-WAY TRAFFIC IS MAINTAINED. A.

CLOSE OLD VINE STREET BETWEEN VINE STREET AND GRAND BLVD.

B.

CLOSE TWO EASTBOUND LANES ON VINE STREET BETWEEN ROSE

FINAL SURFACE AND STRIPING

PED

R E P P U

IM L

E N O T S E

. S

E IN V

STREET AND GRAND BLVD., MAINTAINING ONE LANE OF TRAFFIC.

T S

T S

BL

PHASE 3- MIDLAND AVENUE

E V A

Y IT L A U Q

CONSTRUCT NORTH SIDE IMPROVEMENTS WHILE TRAFFIC IS MAINTAINED ON EXISTING

E IR H S P O R H S

O

PAVEMENT. SOUTH SIDE IMPROVEMENTS TO BE COORDINATED WITH THE ENGINEER AND D N O C E S

M P

M P

M P

S N A R T

C E L E ISER R

W ROP D / W P O DR /

M P

SH OR T

M P

B.

CONSTRUCT SOUTH SIDE IMPROVEMENTS DURING OFF-PEAK TRAVEL PERIODS.

T S

E

B J JB V VT T

IN EACH DIRECTION.

ST

O

M P

PHASE 1

O

FF E TO L CU PO TY I L UTI

T S E S O R

PHASE 4- MIDLAND AVENUE CONSTRUCT FINAL SURFACING AND PAVEMENT MARKINGS UNDER TRAFFIC USING PART-WIDTH CONSTRUCTION AND FLAGGERS.

W IN C H E S T E R R D

JB R/R SWI TCH BOX

T S

PHASE 2

S T

IN A

REQUIRED. THE ENGINEER AND THE CONTRACTOR, OR THEIR AUTHORIZED

IS

M

AFTER PAVEMENT MILLING, FULL DEPTH PAVEMENT REPAIRS ARE ANTICIPATED TO BE

B L AVE ND DLA MI

W E L

T H IR D

E

A.

EL

OLD VINE ST

MODIFICATIONS TO LANE CLOSURE PLANS TO BE APPROVED BY ENGINEER AND LFUCG.

T S

L A R R O C

M P

CLOSE TWO WESTBOUND LANES ON MIDLAND AVENUE, MAINTAINING ONE LANE OF TRAFFIC

HH

A.

ELEC

FILE NAME: C:\TMP\PWISE\DMS49642\MOT_NOTES.DGN

E

M P

LFUCG.

E

T S

REPRESENTATIVES, SHALL REVIEW FULL DEPTH PAVEMENT REPAIR AREAS AND THE CONTRACTOR SHALL PRESENT A TRAFFIC CONTROL SCHEME FOR THE REVIEW AND APPROVAL BY THE ENGINEER. PHASE 5- MAIN/VINE STREET: TUCKER ST. TO BROADWAY (5/2021 - 8/2021) CONSTRUCT SOUTH SIDE IMPROVEMENTS WHILE TRAFFIC IS MAINTAINED ON EXISTING PAVEMENT. A.

CLOSE ONE EASTBOUND LANE ON W. MAIN STREET BETWEEN TUCKER STREET AND VINE STREET, MAINTAINING ONE EASTBOUND AND TWO WESTBOUND LANES OF TRAFFIC.

B.

CLOSE ONE EASTBOUND LANE ON VINE STREET BETWEEN BROADWAY AND EAST MAIN STREET, REDUCING TRAFFIC TO ONE LANE.

PHASE 6- MAIN/VINE STREET CONSTRUCT FINAL SURFACING AND PAVEMENT MARKINGS UNDER TRAFFIC USING

DATE PLOTTED: November 29, 2018

USER: gwynna

PART-WIDTH CONSTRUCTION AND FLAGGERS. A.

AFTER PAVEMENT MILLING, FULL DEPTH PAVEMENT REPAIRS ARE ANTICIPATED TO BE REQUIRED. THE ENGINEER AND THE CONTRACTOR, OR THEIR AUTHORIZED REPRESENTATIVES, SHALL REVIEW FULL DEPTH PAVEMENT REPAIR AREAS AND THE CONTRACTOR SHALL PRESENT A TRAFFIC CONTROL SCHEME FOR THE REVIEW AND APPROVAL BY THE ENGINEER.

ALL PROJECT WORK MUST BE CONSIDERED TO BE SUBSTANTIALLY COMPLETE AND OPEN TO TRAFFIC BY OCTOBER 1, 2021.

LCC TENTATIVE CONSTRUCTION SCHEDULE LCC IS SCHEDULED FOR CONSTRUCTION IN TWO PHASES. THE FIRST PHASE IS ON THE WEST SIDE OFF THE LCC SITE THAT INCLUDES CONSTRUCTION OF NEW BALLROOMS ADJACENT TO THE ROADWAY PROJECT. THE TENTATIVE COMPLETION DATE FOR PHASE 1 IS OCTOBER 16, 2020. THE SECOND PHASE IS ON THE EAST SIDE OF THE LCC SITE INCLUDES CONSTRUCTION OF THE THE NEW PAVILION, PORTIONS OF THE RUPP ARENA AND HYATT FACADES, AND THE

E-SHEET NAME: R00200TS

PHASE IN OCTOBER 2020 WITH A TENTATIVE COMPLETION DATE OF NOVEMEBER 30, 2021.

MicroStation v8.11.9.714

STAIRCASE ADJACENT TO THE ROADWAY PROJECT. WORK IS SCHEDULED TO BEGIN ON THIS

C.

ALL PEDESTRIAN TRAFFIC SHALL BE DETOURED AROUND THE LCC SITE FOR THE DURATION OF OF THE LCC CONSTRUCTION. THE TENATIVE CONCURRENT CONSTUCTRION SCHEDULE AROUND THE LCC SITE IS AS FOLLOWS: A.

ROADWAY WORK AT THE VINE/BROADWAY INTERSECTION TO THE HYATT CAN BE COMPLETED INDEPENDENTLY OF THE LCC PROJECT.

B.

ROADWAY WORK AT THE YOKE AT THE MAIN/VINE INTERSECTION CAN BEGIN AFTER THE DEMOLITION OF THE PEDESTRIAN BRIDGE BY THE LCC PROJECT. THE PEDESTRIAN BRIDGE IS SCHEDULED TO BE DEMOLISHED IN SUMMER 2020. ROADWAY WORK ADJACENT TO LCC PHASE 1 SHALL BE SUBSTANTIALY COMPLETE BY OCTOBER 16, 2020.

D.

ROADWAY WORK ADJACENT TO LCC PHASE 2 SHALL BE SUBSTANTIALLY COMPLETE BY OCTOBER 1, 2021.

THE PROVIDED LCC CONSTRUCTION SCHEDULE HAS BEEN PROVIDED FOR REFERENCE ONLY AND

FOR MAINTENANCE OF TRAFFIC ONLY

IS SUBJECT TO CHANGE. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE CONSTRUCITON ACTIVITIES WITH THE LCC PROJECT ENGINEER.

MAINTENANCE OF TRAFFIC TOWN BRANCH COMMONS PHASING PLAN

SHEET NO.

7


COUNTY OF

ITEM NO.

SHEET NO.

MAINTENANCE OF TRAFFIC NOTES FAYETTE

GENERAL NOTES 1.

1.

A PAVEMENT EDGE THAT TRAFFIC IS NOT EXPECTED TO CROSS, EXCEPT ACCIDENTALLY, SHOULD BE TREATED AS FOLLOWS:

THE KENTUCKY TRANSPORTATION CABINET/DEPARTMENT OF HIGHWAYSSTANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND THE STANDARD DRAWINGS, CURRENT EDITIONS. 2.

COORDINATION

PAVEMENT DROP-OFF

TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES,

8

THE CONTRACTOR IS EXPECTED TO WORK CLOSELY WITH LEXINGTON-FAYETTE URBAN COUNTY GOVERNMENT (LFUCG), THE KENTUCKY TRANSPORTATION CABINET (KYTC), FAYETTE COUNTY PUBLIC SCHOOLS (FCPS), AND THE TRANSIT AUTHORITY OF LEXINGTON (LEXTRAN) ON THE TIMING AND STATUS OF ALL CONSTRUCTION PROGRESS.

EXCEPT FOR THE ROADWAY AND TRAFFIC CONTROL BID ITEMS LISTED, ALL ITEMS OF WORK NECESSARY TO

*

MAINTAIN AND CONTROL TRAFFIC WILL BE PAID AT THE LUMP SUM BID PRICE TO "MAINTAIN AND CONTROL TRAFFIC" AS SET FORTH IN THE CURRENT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION

LESS THAN TWO INCHES - NO PROTECTION REQUIRED. WARNING SIGNS SHOULD BE

2.

IF CONSTRUCTION INTERFERES WITH TRANSIT OPERATIONS OR OBSTRUCTS AN EXISTING BUS STOP, THE CONTRACTOR SHALL NOTIFY THE TRANSIT AUTHORITY OF LEXINGTON

PLACED IN ADVANCE AND THROUGHOUT THE DROP-OFF AREA.

UNLESS OTHERWISE PROVIDED FOR IN THESE NOTES. THE LUMP SUM BID TO "MAINTAIN AND CONTROL TRAFFIC"

(LEXTRAN) A MINIMUM OF SEVEN (7) DAYS IN ADVANCE OF THE WORK TO COORDINATE

SHALL ALSO INCLUDE, BUT IS NOT LIMITED TO, THE FOLLOWING ITEMS AND OPERATIONS:

WORK AND MAKE PROVISIONS ACCEPTABLE WITH LEXTRAN TO PROVIDE AN ALTERNATIVE TEMPORARY LOCATION. ANY PROPOSED ADJUSTMENTS TO EXISTING OR NEW TRANSIT

* A.

ALL GRADING AND NECESSARY DRAINAGE (UNLESS A BID ITEM FOR DETOUR CONSTRUCTION IS INCLUDED)

FACILITIES SHALL BE COORDINATED THROUGH BOTH LFUCG AND LEXTRAN PRIOR TO

EVERY 100 FEET ON TANGENT SECTIONS FOR SPEEDS OF 50 MPH OR GREATER.

INSTALLATION.

FOR THE TEMPORARY ROADWAY AND REMOVAL THEREOF, WHEN IT IS NO LONGER NEEDED. IF A BID ITEM

CONES MAY BE USED IN PLACE OF PLASTIC DRUMS, PANELS AND BARRICADES

FOR DETOUR CONSTRUCTION IS INCLUDED, GRADING AND DRAINAGE WILL BE PAID FOR IN THE BID ITEM "DETOUR CONSTRUCTION". B.

TWO TO FOUR INCHES - PLASTIC DRUMS, VERTICAL PANELS OR BARRICADES

ALL LABOR AND MATERIALS NECESSARY FOR CONSTRUCTION AND MAINTENANCE OF TRAFFIC CONTROL

DURING DAYLIGHT HOURS. FOR TANGENT SECTIONS WITH SPEEDS LESS THAN 50

FRED COMBS

EMILY ELLIOTT

MPH AND FOR CURVES, DEVICES SHOULD BE PLACED EVERY 50 FEET. SPACING OF

FCOMBS@LEXTRAN.COM

EELLIOTT@LEXTRAN.COM

DIRECT: (859) 244-2024

DIRECT: (859) 244-2018

MOBILE: (859) 388-4883

MOBILE: (859) 421-0060

DEVICES ON TAPERED SECTIONS SHOULD BE IN ACCORDANCE WITH THE MANUAL ON

DEVICES AND MARKINGS.

UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDITION. C.

3.

ALL FLAGPERSONS AND TRAFFIC CONTROL DEVICES SUCH AS, BUT NOT LIMITED TO, FLASHERS, SIGNS BARRICADES AND VERTICAL PANELS, PLASTIC DRUMS (STEEL DRUMS WILL NOT BE PERMITTED) AND CONES

*

NECESSARY FOR THE CONTROL AND PROTECTION OF VEHICULAR AND PEDESTRIAN TRAFFIC AS SPECIFIED IN THESE NOTES, THE PLANS, THE MUTCD OR THE ENGINEER. 3.

ANY TEMPORARY TRAFFIC CONTROL ITEMS, DEVICES, MATERIALS AND INCIDENTALS SHALL REMAIN THE PROPERTY

PARKING AUTHORITY (LEXPARK) REGARDING PARKING METERS TO BE REMOVED, METERS TO BE RELOCATED, AND NEW METER INSTALLATIONS. LEXPARK WILL REMOVE ANY METER

FLATTER SLOPE NEEDED. IF THERE IS FIVE FEET OR MORE DISTANCE BETWEEN

HEADS SPECIFIED TO BE REMOVED, ROTATE METER HEADS SPECIFIED TO BE ROTATED,

THE EDGE OF THE PAVEMENT AND THE DROP-OFF, THEN DRUMS, PANEL, OR

AND INSTALL METER HEADS AND POSTS FOR ANY NEW METERS SPECIFIED IN THE PLANS.

BARRICADES MAY BE USED. IF THE DROP-OFF IS GREATER THAN 12 INCHES,

OF THE CONTRACTOR WHEN NO LONGER NEEDED. 4.

GREATER THAN FOUR INCHES - POSITIVE SEPARATION OR WEDGE WITH 3:1 OR

THE CONTRACTOR SHALL COORDINATE WITH THE LEXINGTON AND FAYETTE COUNTY

THE CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE THE POST AFTER THE METER HEAD IS REMOVED BY LEXPARK. IF A NEW METER IS PLANNED IN A PAVED OR CONCRETE

POSITIVE SEPARATION IS STRONGLY ENCOURAGED. IF CONCRETE BARRIERS ARE

AREA, THE CONTRACTOR SHALL COORDINATE WITH LEXPARK TO HAVE POST LOCATIONS

THE CONTRACTOR SHALL MAINTAIN A MINIMUM LANE WIDTH OF 10 FEET. DURING OFF-PEAK WORKING HOURS, ONE

USED, SPECIAL REFLECTIVE DEVICES OR STEADY BURN LIGHTS SHOULD BE USED

PRE-MARKED AND SHALL CORE HOLES FOR POST INSTALLATION.

LANE OF TRAFFIC MAY BE ALLOWED AT THE DISCRETION OF THE ENGINEER, PROVIDED ADEQUATE SIGNING AND A

FOR OVERNIGHT INSTALLATIONS.

FLAGPERSON ARE AT THE LOCATION, IF NECESSARY. 5.

THE CONTRACTOR SHALL COMPLETELY COVER ANY SIGNS, EITHER EXISTING, PERMANENT OR TEMPORARY, WHICH

FOR TEMPORARY CONDITIONS, DROP-OFFS GREATER THAN FOUR INCHES MAY BE

DO NOT PROPERLY APPLY TO THE CURRENT TRAFFIC PHASING, AND SHALL MAINTAIN THE COVERING UNTIL THE

PROTECTED WITH PLASTIC DRUMS, VERTICAL PANELS OR BARRICADES FOR SHORT

FILE NAME: C:\TMP\PWISE\DMS49642\MOT_NOTES.DGN

SIGNS ARE APPLICABLE OR ARE REMOVED. 6.

DROP-OFF AREA.

IN GENERAL, ALL TRAFFIC CONTROL DEVICES SHALL BE PLACED STARTING AND PROCEEDING IN THE DIRECTION

THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE REASONABLE ACCESS, IN THE OPINION OF THE ENGINEER, TO ALL APPROACHES AND ENTRANCES DURING WORKING HOURS. ENTRANCES

OF THE FLOW OF TRAFFIC AND REMOVED STARTING AND PROCEEDING IN THE DIRECTION OPPOSITE THE FLOW OF

LESSER TREATMENTS THAN THOSE DESCRIBED ABOVE MAY BE CONSIDERED FOR LOW-VOLUME LOCAL STREETS.

TRAFFIC. 7.

LOCAL ACCESS AND TEMPORARY ENTRANCES

DISTANCES DURING DAYLIGHT HOURS WHILE WORK IS BEING DONE IN THE

WILL BE MAINTAINED AT ALL TIMES WHILE PROVIDING CONTINUAL ACCESS ANY HOUR OF THE DAY. THE CONTRACTOR MUST NOTIFY THE ADJACENT PROPERTY OWNERS AND TENANTS TO ENSURE ACCESSIBILITY TO THE GREATEST EXTENT POSSIBLE.

THE ENGINEER AND THE CONTRACTOR, OR THEIR AUTHORIZED REPRESENTATIVES, SHALL REVIEW THE SIGNING BEFORE TRAFFIC IS ALLOWED TO USE ANY LANE CLOSURES, CROSSOVERS OR DETOURS. ALL SIGNING SHALL BE

PAYMENT WILL BE ALLOWED FOR CSB MATERIAL USED FOR WEDGING. ALL PEDESTRIAN TRAFFIC SHALL BE DETOURED AROUND THE LCC SITE FOR THE DURATION OF

APPROVED BY THE ENGINEER BEFORE WORK CAN BE STARTED BY THE CONTRACTOR.

THE LCC CONSTRUCTION. 8.

WEDGES

IF THE CONTRACTOR DESIRES TO DEVIATE FROM THE TRAFFIC CONTROL SCHEME AND CONSTRUCTION SCHEDULE OUTLINED IN THESE PLANS AND THIS PROPOSAL, HE SHALL PREPARE AN ALTERNATE PLAN AND PRESENT IT IN WRITING TO THE ENGINEER. THIS ALTERNATE PLAN CAN BE USED ONLY AFTER REVIEW AND APPROVAL OF THE DIVISIONS OF TRAFFIC, DESIGN AND CONSTRUCTION, AND THE FEDERAL HIGHWAY ADMINISTRATION, WHERE

3: 1

APPLICABLE. 9.

10.

CSB ORDER OF CONSTRUCTION ACTIVITIES

IF TRAFFIC SHOULD BE STOPPED DUE TO CONSTRUCTION OPERATIONS AND AN EMERGENCY VEHICLE ON AN OFFICIAL EMERGENCY RUN ARRIVES AT THE SCENE, THE CONTRACTOR SHALL MAKE THE PROVISIONS FOR THE

THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH ADJACENT ONGOING

PASSAGE OF THAT VEHICLE AS QUICKLY AS POSSIBLE.

CONSTRUCTION PROJECTS.

PAVEMENT DROP-OFF DETAIL

REASONABLE MEANS OF INGRESS AND EGRESS SHALL BE MAINTAINED TO ALL PROPERTIES WITHIN THE PROJECT LIMITS. ACCESS TO FIRE HYDRANTS MUST ALSO BE MAINTAINED AT ALL TIMES.

BY AGREEMENT WITH THE PROPERTY OWNER, THE CONTRACTOR SHALL BEGIN CONSTRUCTION ON PARCEL 10 AND SUBSTANTIALLY COMPLETE ALL CONSTRUCTION WITHIN SIX MONTHS. THE TEMPORARY CONSTRUCTION EASEMENT WILL EXPIRE AND NOT BE AVAILABLE FOR

11.

N.T.S.

PAVING OF WIDENING AREAS AND OVERLAY OF EXISTING PAVEMENT SHOULD BE PERFORMED IN A MANNER AS

CONTRACTOR USE AFTER THIS SIX MONTH PERIOD HAS EXPIRED.

TO NOT CAUSE PONDING OF WATER IN DRIVING LANES. 12.

EXISTING LANE MARKINGS SHALL BE REMOVED BY WATER BLASTING AND REMOVAL WILL BE INCIDENTAL TO THE

SIDEWALK DROP-OFF

BID ITEM FOR TEMPORARY STRIPING. 1. 13.

PROTECTIVE EDGING WITH A 2" MIN. HEIGHT SHALL BE INSTALLED WHEN A CURB RAMP OR LANDING

MODIFICATIONS TO THE EXISTING TRAFFIC SIGNALS FOR THE PURPOSES OF MAINTENANCE OF TRAFFIC ARE

PLATFORM HAS A VERTICAL DROP OF 6" OR GREATER OR HAS SIDE APRON SLOPE STEEPER THAN 1:3

INCIDENTAL TO THE LUMP SUM MAINTENANCE OF TRAFFIC BID ITEM.

(33%). PROTECTIVE EDGING SHOULD BE CONSIDERED WHEN CURB RAMPS OR LANDING PLATFORMS

DATE PLOTTED: November 29, 2018

MicroStation v8.11.9.714

E-SHEET NAME: R00200TS

USER: gwynna

HAVE A VERTICAL DROP OF 3" OR MORE. 14.

VARIABLE MESSAGE BOARDS (1-2) WILL BE REQUIRED THROUGHOUT THE PROJECT. MESSAGE BOARDS SHALL BE CONSIDERED INCIDENTAL TO THE LUMP SUM "MAINTAIN AND CONTROL TRAFFIC" BID ITEM.

NOTICE TO PERMITTEE

PEDESTRIAN ACCESS 1.

PEDESTRIAN ACCESS SHALL BE MAINTAINED TO ALL EXISTING BUSINESSES, RESIDENCES, AND THE

ALL WORK WITHIN THE EXISTING RIGHT OF WAY SHALL BE DONE IN ACCORDANCE WITH THE PLANS AS APPROVED

TRANSIT AUTHORITY OF LEXINGTON (LEXTRAN) STOPS. THE CONTRACTOR SHALL PROVIDE ADA

AND PERMITTED BY AN ENCROACHMENT PERMIT. ANY CHANGES OR VARIANCES MADE AT THE TIME OF CONSTRUCTION

COMPLIANT TEMPORARY WALK SURFACES TO BUSINESS ENTRANCES AND LEXTRAN STOPS DURING

WITHOUT WRITTEN APPROVAL FROM LFUCG AND/OR KYTC SHALL BE REMOVED BY THE PERMITTEE AT NO EXPENSE TO

SIDEWALK RECONSTRUCTION OR OTHER OPERATIONS THAT WOULD OTHERWISE INHIBIT ACCESS.

LFUCG AND SHALL BE REDONE BY THE PERMITTEE TO CONFORM WITH THE APPROVED PLANS. 2.

THE CONTRACTOR SHALL PROVIDE MEASURES THAT ESTABLISH AND MAINTAIN TEMPORARY PEDESTRIAN ACCESS ROUTES (TPAR) THROUGH THE WORK ZONES IN COMPLIANCE WITH THE MOST

WORKING HOURS

CURRENT AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (ADAAG) AND THE PUBLIC RIGHT OF WAY ACCESSIBILITY GUIDELINES (PROWAG). THE VARIOUS DEVICES AND/OR FEATURES

CONSTRUCTION SHALL BE LIMITED TO THE HOURS BETWEEN 7:00 AM AND 9:00 PM UNLESS OTHERWISE APPROVED

SHALL BE INSTALLED IN A UNIFORM MANNER TO PROVIDE CONSISTENT ACCESSIBLE ROUTES FOR

BY THE ENGINEER. OVERNIGHT WORK WILL BE ENCOURAGED IN AREAS WHERE LOCAL ACCESS IS DIFFICULT. SHORT

ABLE-BODIED AND DISABLED PEDESTRIANS THROUGH THE WORK ZONES.

TERM AND/OR ADDITIONAL LANE CLOSURES WILL NOT BE PERMITTED DURING PEAK TRAVEL PERIODS, GENERALLY MONDAY-FRIDAY BETWEEN THE HOURS OF 7:00 AM TO 9:00 AM AND BETWEEN 3:00 PM TO 6:00 PM.

3.

THE CONTRACTOR SHALL FOLLOW THE CURRENT EDITION OF THE FEDERAL MUTCD PART 6 STANDARDS AND GUIDANCE FOR PEDESTRIAN AND WORKER SAFETY AND TTC DEVICES. WHEN EXISTING PEDESTRIAN FACILITIES ARE DISRUPTED, CLOSED, OR RELOCATED IN A CONSTRUCTION

WORK HOURS WILL BE RESTRICTED FOR MAJOR DOWNTOWN AND RUPP ARENA EVENTS.

ZONE, THE TEMPORARY PEDESTRIAN ACCOMMODATION FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING

LANE CLOSURES

PEDESTRIAN FACILITY. TEMPORARILY INSTALLED OR RELOCATED CROSSWALKS SHALL INCLUDE TEMPORARY ADA ACCESSIBLE CURB RAMPS, INCLUDING DETECTABLE WARNING DEVICES (TRUNCATED

UNLESS OTHERWISE NOTED IN THE PLANS, THE CONTRACTOR WILL BE PERMITTED TO CLOSE ONE LANE ON MAIN/VINE

DOMES) TO ACCESS SIDEWALKS.

STREET BETWEEN TUCKER STREET AND BROADWAY. SIMILARILY, THE CONTRACTOR WILL BE PERMITTED TO CLOSE UP TO TWO LANES ON VINE STREET FROM BROADWAY TO MAIN STREET TO MAINTAIN TWO LANES OF ONE-WAY TRAFFIC.

4.

THE CONTRACTOR SHALL REFER TO FIGURE 6H-28 FOR SIDEWALK DETOUR OR DIVERSIONS, AND

ADDITIONALLY, THE CONTRACTOR WILL BE PERMITTED TO CLOSE UP TO TWO LANES ON MIDLAND AVENUE TO MAINTAIN

FIGURE 6H-29 FOR CROSSWALK CLOSURES AND PEDESTRIAN DETOURS IN THE 2009 MUTCD FOR

A SINGLE LANE OF TRAFFIC IN EACH DIRECTION AT A MINIMUM. REFER TO THE MOT PHASING PLAN AND MOT TYPICAL

GUIDANCE ON MANAGING PEDESTRIANS IN THE VICINITY OF WORK ZONES WITHIN SIDEWALK AREAS.

SECTIONS FOR FURTHER DETAILS.

THE CONTRACTOR SHALL PROVIDE AS A MINIMUM THESE LEVELS OF TEMPORARY PEDESTRIAN SIGNING AND PROTECTION MEASURES FOR THIS PROJECT. PROPOSED SIGN LOCATIONS ARE

WHILE THE MAINTENACE OF TRAFFIC SCHEME IDENTIFIED IN THE CONTRACT PLANS IS IMPLEMENTED, LFUCG INTENDS TO

APPROXIMATE AND SHALL BE MODIFIED IN THE FIELD TO AVOID CONFLICTS WITH OBSTRUCTIONS.

MAINTAIN TWO LANES OF TRAFFIC EXCEPT DURING THE PLACEMENT OR ADJUSTMENT OF STRIPING AND TEMPORARY BARRIERS. DURING THE INITIAL AND SUBSEQUENT MOT PHASE CHANGES AND ASSOCIATED STRIPING OPERATIONS, WHEN

5.

TRAFFIC IS REQUIRED TO BE REDUCED TO ONE LANE, THE PHASE CHANGE OPERATION IS TO BE CONTINUOUS UNTIL THE

THE CONTRACTOR SHALL PLACE TEMPORARY BARRIERS AT THE LIMITS OF WORK TO ASSURE PUBLIC SAFETY DURING CONSTRUCTION.

MOT SCHEME IS IMPLEMENTED. MAIN/VINE STREET AND MIDLAND AVE. MAY NOT BE REDUCED TO A SINGLE LANE BETWEEN THE HOURS OF 7:00 AM - 9:00 AM AND 3:00 PM - 6:00 PM MONDAY THROUGH FRIDAY.

6.

ALL ITEMS OF WORK NECESSARY TO MAINTAIN PEDESTRIAN TRAFFIC IS INCIDENTAL TO THE LUMP SUM PRICE TO "MAINTAIN PEDESTRIAN TRAFFIC".

FOR MAINTENANCE OF TRAFFIC ONLY

ADVISORY SPEED LIMIT AN ADVISORY SPEED LIMIT OF 25 MPH IS TO BE ESTABLISHED WITH EACH WORK ZONE.

MAINTENANCE OF TRAFFIC TOWN BRANCH COMMONS MAINTENACE OF TRAFFIC NOTES


COUNTY OF

EXISTING

VARIES

10'

B L

10'

10'

10'

VARIES

PARKING

PARKING

BUILDING FACADE

MAINTENANCE OF TRAFFIC TYPICAL SECTIONS

ITEM NO.

FAYETTE

* CONTRACTOR SHALL COORDINATE WITH LFUCG AND AFFECTED BUSINESS OWNERS TO DETERMINE OPTIMAL DAY/TIME FOR INSTALLATION. TEMPORARY STRIPING IS TO REFLECT FINAL PAVEMENT MARKING LANE DELINEATION.

FILE NAME: C:\TMP\PWISE\DMS49642\42375T_MOT_TYP.DGN

10' MIN.

PHASE 3 CONSTRUCTION

10' MIN.

PARKING

PHASE 1 REMOVE CURRENT STRIPING AND STRIPE FOR PHASE 3 MOT.* WHILE TRAFFIC IS MAINTAINED ON EXISTING PAVEMENT, CONSTRUCT NORTH SIDE IMPROVEMENTS, INCLUDING THE RECONSTRUCTION OF THE W. MAIN AND VINE STREET INTERSECTION.

PHASE 5 CONSTRUCTION (TO 35' FROM BACK OF PROPOSED CURB)

PHASE 5 TRAFFIC 10'

B L

10'

10' MIN.

DATE PLOTTED: Novem ber 29, 201 8

BUILDING FACADE

PHASE 5

PARKING

USER: gw ynna

BUILDING FACADE

PHASE 1

THE EXPECTED MAXIMUM CONSTRUCTION DURATION OF ZONE 4 IS 4 MONTHS. CONSTRUCTION SHALL BEGIN AND END WITHIN THE NOTED DATES.

PHASE 5 (5/2021 - 8/2021) REMOVE CURRENT STRIPING AND STRIPE FOR PHASE 5 MOT.* WHILE TRAFFIC IS MAINTAINED ON EXISTING PAVEMENT, CONSTRUCT SOUTH SIDE IMPROVEMENTS

PHASE 6 MILLING, LEVEL & WEDGING W/ FINAL SURFACE COURSE

Mi croStati on v8.1 1 .9.71 4

E-SHEET NAME:

VARIES

10'

10'

B LC L

10'

10'

PHASE 6

PARKING CONSTRUCT FINAL SURFACING AND PAVEMENT MARKINGS UNDER TRAFFIC USING PART-WIDTH CONSTRUCTION AND FLAGGERS.

FOR MAINTENANCE OF TRAFFIC ONLY

TUCKER ST. TO MAIN/VINE SPLIT (MAIN ST. STA 300+00 TO STA 306+70.51)

MAINTENANCE OF TRAFFIC ZONE 4 TYPICAL SECTIONS

SHEET NO.

9


COUNTY OF

MAINTENANCE OF TRAFFIC TYPICAL SECTIONS

B L

12'

12'

VARIES

VARIES PARKING

FILE NAME: C:\TMP\PWISE\DMS49642\42375T_MOT_TYP.DGN

SHEET NO.

FAYETTE

10

* CONTRACTOR SHALL COORDINATE WITH LFUCG AND AFFECTED BUSINESS OWNERS TO DETERMINE OPTIMAL DAY/TIME FOR INSTALLATION. TEMPORARY STRIPING IS TO REFLECT FINAL PAVEMENT MARKING LANE DELINEATION.

EXISTING

12'

ITEM NO.

SHARED LANE MARKINGS (SHARROWS) SHALL BE INCLUDED IN THE TEMPORARY STRIPING INSTALLATIONS ALONG VINE STREET BETWEEN BETWEEN BROADWAY AND ROSE STREET.

PHASE 1 PHASE 3 CONSTRUCTION B L

10'

10'

VARIES PARKING PHASE 1 REMOVE CURRENT STRIPING AND STRIPE FOR PHASE 3 MOT.* WHILE TRAFFIC IS MAINTAINED ON EXISTING PAVEMENT, CONSTRUCT NORTH SIDE IMPROVEMENTS

PHASE 6 PHASE 6 CONSTRUCTION

USER: gw ynna

DATE PLOTTED: Novem ber 29, 201 8

B L MILLING, LEVELING & WEDGING W/ FINAL SURFACE COURSE

PHASE 6 CONSTRUCT FINAL SURFACING AND PAVEMENT MARKINGS UNDER TRAFFIC USING PART-WIDTH CONSTRUCTION AND FLAGGERS

Mi croStati on v8.1 1 .9.71 4

E-SHEET NAME:

FINAL B L

10'

10'

10'

VARIES PARKING

FOR MAINTENANCE OF

S. MILL TO S. UPPER (VINE ST. STA 110+50 TO STA 115+00)

TRAFFIC ONLY

MAINTENANCE OF TRAFFIC ZONE 3 TYPICAL SECTIONS


COUNTY OF

MAINTENANCE OF TRAFFIC TYPICAL SECTIONS

SHEET NO.

FAYETTE

12'

SHARED LANE MARKINGS (SHARROWS) SHALL BE INCLUDED IN THE TEMPORARY STRIPING INSTALLATIONS ALONG VINE STREET BETWEEN BETWEEN BROADWAY AND ROSE STREET.

12'

PHASE 1 FILE NAME: C:\TMP\PWISE\DMS49642\42375T_MOT_TYP.DGN

PHASE 3 CONSTRUCTION B L

10'

10' PHASE 1 REMOVE CURRENT STRIPING AND STRIPE FOR PHASE 3 MOT.* WHILE TRAFFIC IS MAINTAINED ON EXISTING PAVEMENT, CONSTRUCT NORTH SIDE IMPROVEMENTS

PHASE 6

PHASE 6 PHASE 6 CONSTRUCTION B L

USER: gw ynna

DATE PLOTTED: Novem ber 29, 201 8

MILLING, LEVELING & WEDGING W/ FINAL SURFACE COURSE PHASE 6 CONSTRUCT FINAL SURFACING AND PAVEMENT MARKINGS UNDER TRAFFIC USING PART-WIDTH CONSTRUCTION AND FLAGGERS

FINAL

10'

10'

10'

Mi croStati on v8.1 1 .9.71 4

E-SHEET NAME:

B L

11

* CONTRACTOR SHALL COORDINATE WITH LFUCG AND AFFECTED BUSINESS OWNERS TO DETERMINE OPTIMAL DAY/TIME FOR INSTALLATION. TEMPORARY STRIPING IS TO REFLECT FINAL PAVEMENT MARKING LANE DELINEATION.

EXISTING

12'

ITEM NO.

HERNANDO ALLEY TO QUALITY

FOR MAINTENANCE OF TRAFFIC ONLY

(VINE ST. STA 121+50 TO STA 131+75) MAINTENANCE OF TRAFFIC ZONE 2 TYPICAL SECTIONS


COUNTY OF

MAINTENANCE OF TRAFFIC TYPICAL SECTIONS

ITEM NO.

SHEET NO.

FAYETTE

EXISTING

VARIES

B L

VARIES

VARIES

* CONTRACTOR SHALL COORDINATE WITH LFUCG AND AFFECTED BUSINESS OWNERS TO DETERMINE OPTIMAL DAY/TIME FOR INSTALLATION. TEMPORARY STRIPING IS TO REFLECT FINAL PAVEMENT MARKING LANE DELINEATION.

VARIES

PHASE 3 (OFF-PEAK) PHASE 1 CONSTRUCTION B L

10'

10'

FILE NAME: C:\TMP\PWISE\DMS49642\42375T_MOT_TYP.DGN

PHASE 3 REMOVE CURRENT STRIPING AND STRIPE FOR PHASE 1 MOT.* WHILE TRAFFIC IS MAINTAINED ON EXISTING PAVEMENT, CONSTRUCT NORTH SIDE IMPROVEMENTS

PHASE 3 (PEAK) PHASE 1 CONSTRUCTION B L

10'

10'

10'

THE CONTRACTOR SHALL MAINTAIN TWO TRAVEL LANES IN THE PROMINENT DIRECTION WITHIN 400' OF THE THIRD STREET AND MAIN STREET INTERSECTIONS DURING PEAK TRAVEL TIMES.

PHASE 4

USER: gw ynna

DATE PLOTTED: Novem ber 29, 201 8

PHASE 2 CONSTRUCTION B L MILLING, LEVELING & WEDGING W/ FINAL SURFACE COURSE PHASE 4 CONSTRUCT FINAL SURFACING AND PAVEMENT MARKINGS UNDER TRAFFIC USING PART-WIDTH CONSTRUCTION AND FLAGGERS

FINAL

10'

10'

10'

10'

Mi croStati on v8.1 1 .9.71 4

E-SHEET NAME:

B L

FOR MAINTENANCE OF

LEWIS TO E. THIRD

TRAFFIC ONLY

(MIDLAND AVE. STA 520+00 TO STA 527+50) MAINTENANCE OF TRAFFIC ZONE 1 TYPICAL SECTIONS

12


' 1 5 . 3 4 9 = E F F

Ex. R/W CONC.

ELEC HH

ELEC HH

CONC.

ELEC HH

ELEC HH

TRAV 3

ELEC HH

CONC.

305+00

BIKE RACK

' 3 1 . 8 3 9 = E F F

CONC.

PM TRAV 4

PM

PM

PM

PM

PM

PM

PM

PM

PM

PM

PM

PM

PM

WITH DROPS

ELEC HH

BEGIN CONSTRUCTION STA. 299+90.49

GV GV

LIGHT POLES

LIGHT POLE TO BE REMOVED

MANHOLES TO REMAIN

CURB INLET TO

TMH 501 CL 946

500 CL 948

507 CL 937

506 CL 939

505 CL 940

504 CL 942

503 CL 944

502 CL 945

TMH

510 CL 937

512 CL 938

511 CL 937

V

SIGN

IP

TU CKER ST

BRICK WALL

6"

BUILDING

CONC.

SIGN

CONC.

ELEC HH

SIGN

E x. R/W

5 TRAV 2

POST

CONC.

NG ANDSCAPI L

ELEC HH

L ANDRAI H ELEC HH

8"

NG ANDSCAPI L

8"

PM

PM

PM

ELEC HH

GRASS

SIGN

ELEC HH

Ex. R/W

8" 8"

PM

PM

CONC.

RE TAI NI NG WAL L

GATE ' 5 4 . 9 4 9 = E F F

PM

PM

PM

PM

SIGN

8" 8"

AD E RH OVE MARQUEE SIGN

LIGHT POLES TO BE REMOVED

MATCHLINE

CONC.

ELEC HH

GRASS

PM PM

CONC.

ELEC HH

ELEC HH

ELEC HH

IP

BRICK

CONC.

WM 12"

PM

GV

12"

PM

W

W

ELEC HH

GV

FILE NAME: C:\TMP\PWISE\DMS49642\42375 D-1 .DGN

509 CL 937

V

V

W

8"

BE REMOVED BY LCC CONTRACTOR

508 CL 937

W

V

8"

TMH

TBC

N ST W.MAI

TO BE REMOVED

MAG

ASPH AL T

SIGN

TELE HH

STA. 306+00

W

WM

WM

SIGN

CONC.

4"

GV

V

ELEC HH

L NG WAL NI TAI RE

Ex. R/W

L NG WAL NI TAI RE

SIGN

80

306+00

BUILDING

ASPHALT

' 4 4 . 7 4 9 = E F F

SHEET NO.

FAYETTE

FELI X ST

RETAINING WALL

304+00

303+00

302+00

301 +00

Z

300+00 BUILDING

ITEM NO.

COUNTY OF

ASPH AL T

INLETS TO BE REMOVED

LIGHT POLES

LIGHT POLES TO BE REMOVED

COORDINATE LIMITS OF DEMOLITION WITH LCC CONTRACTOR

TO BE REMOVED BUILDING

COORDINATE LIMITS EXISTING CURB INLET TO BE CONVERTED TO MANHOLE BY LCC CONTRACTOR

OF DEMOLITION WITH LCC CONTRACTOR

CURB INLET TO BE REMOVED BY LCC CONTRACTOR

NOTES 1. EXISTING LIGHT POLES, PEDESTRIAN SIGNAL POLES, BENCHES, PLAQUES, AND DECORATIVE SIGNS SHALL BE SALVAGED AND DELIVERED TO THE LFUCG STORAGE YARD BEHIND THE WASTE MANAGEMENT FACILITY ON ROY H MARDIS WAY. CONTACT JEFF NEAL AT JNEAL@LEXINGTONKY.GOV - (859)258-3830.

USER: gw ynna

DATE PLOTTED: May

7, 201 8

LEGEND

2. CONTRACTOR SHALL REMOVE ALL EXISTING FOUNDATIONS FROM LIGHT POLES, PEDESTRIAN SIGNAL POLES, AND SIGNING POLES IN THEIR ENTIRETY. 3. EXISTING PARKING METER POLES SHALL BE SALVAGED AND DELIVERED TO LEXPARK. CONTACT CHARLES STEPHENSON AT CSTEPHENSON@LANIERPARKING.COM.

REMOVE

4. EXISTING BIKE RACKS SHALL BE SALVAGED AND DELIVERED TO MASTERSON STATION PARK. CONTACT CHRIS COOPERRIDER AT CCOOPERRIDER@LEXINGTONKY.GOV - (859)288-2963.

5. ALL EXISTING SIGNAL POLES TO REMAIN UNLESS OTHERWISE NOTED IN SIGNAL PLANS. 6. CONTRACTOR SHALL NOT DISTURB ANY EXISTING UTILITY VAULTS. 7. CONTRACTOR SHALL REMOVE ALL EXISTING PLANTERS AND DELIVER TO MASTERSON STATION PARK. CONTACT CHRIS TOUTANT AT CTOUTANT@LEXINGTONKY.GOV - (859)272-6105.

8. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EXISTING TRASH RECEPTACLES.

Mi croStati on v8.1 1 .9.71 4

E-SHEET NAME: R00505PL

9. CONTRACTOR SHALL MAINTAIN THE EXISTING DRAINAGE SYSTEM DURING CONSTRUCTION UNLESS OTHERWISE NOTED. 10. CONTRACTOR SHALL REMOVE ADDITIONAL SUBSURFACE MATERIAL WITHIN THE PROPOSED SOIL CELL LIMITS. SEE SOIL AND IRRIGATION PLANS FOR EXCAVATION LIMITS AND DEPTH. 11. SEE UTILITY COORDINATION PLANS FOR SANITARY SEWER MODIFICATION DETAILS. 12. SEE UTILITY COORDINATION PLANS FOR UTILITY POLE AND FIRE HYDRANT REMOVALS AND RELOCATIONS. 13. SEE STRIPING AND SIGNAGE PLANS FOR SIGN REMOVALS. REMOVED SIGNS AND SIGN POLES SHALL BE DELIVERED TO THE LEXINGTON TRAFFIC OAC AT 1515 OLD FRANKFORT PIKE, LEXINGTON, KY 40504.

0'

20'

40'

80'

DEMOLITION PLAN TOWN BRANCH COMMONS STA. 299+90.49 TO STA. 306+00


. W

21 00

E AT GR

WV

WV

GN SI

S AS GR

6"

EC EL HH

EC EL HH

WV

NG I LD N I ) U M B LU AL C CO PI TY (

' 55 8. 3 9 E= FF

6"

. NC RT CO PPO N ) U S LUM AL C CO PI TY (

PM EC EL H H

. Ex

NG I LD I U B

COORDINATE LIMITS OF DEMOLITION WITH LCC CONTRACTOR

EC EL HH

W. VI NE

AV TR

BUILDING TO BE REMOVED BY OTHERS (COORDINATE WITH LCC CONTRACTOR)

LIGHT POLES TO BE REMOVED

S AS GR

26

MU LC H

NG I LD I BU

6"

PM

L EE ST W = LO EV. ' 9 EL 6.4 95

LIGHT POLES TO BE REMOVED

L EE ST

D LI

. NC

N AI NT U FO

LL WA

CO LIGHT POLE TO BE REMOVED

PE PI T EN "V 2 1

ST

WV

EL HH

DO NOT DISTURB EXISTING WALL

EC EL HH

MUL CH

WAL L

T S O P P O S T

GN SI EC

EC EL HH

6"

SAN CO

PM

. NC CO

P O S T

00 6+ 30

GN SI

K L A

A. ST GN SI

PM

PM

ER AT W ULT VA

WA LL

W

L EE ST W = LO EV. ' 8 EL 6.4 95

05+00 STA. 1

EC EL HH

INLET TO MANHOLE

N IA R T S E D E P

EC EL HH

CONVERT EXISTING CURB

M U LC H

D A E H R E V O

8"

GN SI

. NC CO

LIGHT POLE TO BE REMOVED

CK I BR

TRAFFIC POLE

8"

ST PO

104 +0 0

CK I BR

6"

. NC CO

CURB INLET TO REMAIN

GN SI

T AL PH AS

103 +0 0

C O N C .

12 "

102 +0 0

. NC CO

" 16

H LC MU

TO BE REMOVED C TB

FILE NAME: C:\TMP\PWISE\DMS49642\42375 D-2.DGN

6"

6"

V W

ST NE VI . W

GV

4

. NC CO

6"

TO BE REMOVED

6"

LIGHT POLE TO BE REMOVED

4"

T AL PH S A

AV TR

H EC LC EL MU HH

LIGHT POLE

6" L A T ME WER TO

V

R W TE V WA ULT PI VA

LIGHT POLE TO BE REMOVED

1 2"

L ' EE 81 ST 56. 9 W = LO EV. EL

EL EC

R/ W

PM

NE LI CH AT

4"

6

H TM

4"

M

PM

A ST

GN SI MH T GN SI

TO REMAIN

TBC

0 0 6+ 0 3

G UC LF

V W "

6"

N AI M

MANHOLE

6"

05+00 1

ST

PM

NG I LD I U B

3' .1 38 9 E= FF

WV

R

EC EL H H

H LC MU

27

WV

. Ex

6"

AV TR

INE M ATCHL

. NC R CO TE N A PL

G I RR I

L ' EE 79 ST 56. 9 W = LO EV. EL

(COORDINATE WITH LCC CONTRACTOR) /W

R VE P.) CO TY ( 6" D GN LI

SI

. NC CO

+00 01 1

H LC

U G M OVERHEAD PEDESTRIAN STRUCTURE TO SI 2" BE REMOVED BY OTHERS

REMOVE AND REINSTALL DECORATIVE METAL FENCE (SEE LANDSCAPE PLANS)

H LC MU

L EE ST W 6" LO V.= ' E 8 EL 6.6 95

EC EL H H

VE TI CE RA FEN O C L DE TA ME

WV

GLM

2"

WV

. NC CO

6"

81

WV

6' 1 8. 3 9 E= FF

O NC SA

N

O NC SA

CURB INLET TO REMAIN

. NC CO

H TC NO

6"

" 10

O NC SA

8' 1 8. 93 = E FF

EC EL HH

EC EL HH

SHEET NO.

FAYETTE

GN SI GN SI N G SI

H EM

2"

CK I BR

ITEM NO.

05+00 1

WV WV

CH UL M . NC CO

COUNTY OF

LIGHT POLES TO BE REMOVED

IP

0 0 6+ 0 3

VINE ST. STA. 100+00 (AHEAD) = MAIN ST. STA. 306+70.51 (BACK)

PM

2"

L ' EE 83 ST 56. W =9 LO EV. EL

HH

Ex .

00 + 0 10

ER AT W ULT VA

L ' EE 78 ST 56. W =9 LO EV. EL

CON C.

LIGHT POLES TO BE REMOVED

EL E HH C

W R/ NG I LD I BU

LIGHT POLES

EC EL H H

USER: gw ynna

DATE PLOTTED: Novem ber 28, 201 8

TO BE REMOVED

' E= 1 FF .5 2 94

NOTES 1. EXISTING LIGHT POLES, PEDESTRIAN SIGNAL POLES, BENCHES, PLAQUES, AND DECORATIVE SIGNS SHALL BE SALVAGED AND DELIVERED TO THE LFUCG STORAGE YARD BEHIND THE WASTE MANAGEMENT FACILITY ON ROY H MARDIS WAY. CONTACT JEFF NEAL AT JNEAL@LEXINGTONKY.GOV - (859)258-3830.

Mi croStati on v8.1 1 .9.71 4

E-SHEET NAME: R00505PL

LEGEND

2. CONTRACTOR SHALL REMOVE ALL EXISTING FOUNDATIONS FROM LIGHT POLES, PEDESTRIAN SIGNAL POLES, AND SIGNING POLES IN THEIR ENTIRETY. 3. EXISTING PARKING METER POLES SHALL BE SALVAGED AND DELIVERED TO LEXPARK. CONTACT CHARLES STEPHENSON AT CSTEPHENSON@LANIERPARKING.COM.

REMOVE

4. EXISTING BIKE RACKS SHALL BE SALVAGED AND DELIVERED TO MASTERSON STATION PARK. CONTACT CHRIS COOPERRIDER AT CCOOPERRIDER@LEXINGTONKY.GOV - (859)288-2963.

5. ALL EXISTING SIGNAL POLES TO REMAIN UNLESS OTHERWISE NOTED IN SIGNAL PLANS. 6. CONTRACTOR SHALL NOT DISTURB ANY EXISTING UTILITY VAULTS. 7. CONTRACTOR SHALL REMOVE ALL EXISTING PLANTERS AND DELIVER TO MASTERSON STATION PARK. CONTACT CHRIS TOUTANT AT CTOUTANT@LEXINGTONKY.GOV - (859)272-6105.

8. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EXISTING TRASH RECEPTACLES. 9. CONTRACTOR SHALL MAINTAIN THE EXISTING DRAINAGE SYSTEM DURING CONSTRUCTION UNLESS OTHERWISE NOTED. 0'

20'

40'

80'

10. CONTRACTOR SHALL REMOVE ADDITIONAL SUBSURFACE MATERIAL WITHIN THE PROPOSED SOIL CELL LIMITS. SEE SOIL AND IRRIGATION PLANS FOR EXCAVATION LIMITS AND DEPTH. 11. SEE UTILITY COORDINATION PLANS FOR SANITARY SEWER MODIFICATION DETAILS. 12. SEE UTILITY COORDINATION PLANS FOR UTILITY POLE AND FIRE HYDRANT REMOVALS AND RELOCATIONS. 13. SEE STRIPING AND SIGNAGE PLANS FOR SIGN REMOVALS. REMOVED SIGNS AND SIGN POLES SHALL BE DELIVERED TO THE LEXINGTON TRAFFIC OAC AT 1515 OLD FRANKFORT PIKE, LEXINGTON, KY 40504. 14. CONTRACTOR SHALL NOT DISTURB ELECTRIC HANDHOLE WHEN ADJACENT LIGHT POLE IS NOTED TO REMAIN.

DEMOLITION PLAN TOWN BRANCH COMMONS STA. 306+00 TO STA. 105+00


CH MUL

TO MANHOLE

TMH

CH MUL L WAL

TAL ME

W

TBC

MANHOLE TO BE REMOVED

TMH

D PE

G RRI I GN SI BASE

CK BRI

5"

5"

H C H E L E

CH MUL

EO

CO

HH

CO

5"

CH 5" MUL

L WAL

C E L E HH

5"

5"

EO

CH MUL

CO

H C H E L E

C E L E HH

5"

EO

C E L E HH

W

H C H E L E

EO

5"

CONC.

G RRI I

EMH D PE

L WAL

G RRI I

H TRAF H

D PE

CK BRI DC F

L NG WAL NI TAI RE

CONC.

C E L E HH

EMH

M E WS R WATE T VAUL

W

L E OW STE L 6' 3 . 62 9 = V. E L E

PIV

DC F

W

W

V

V

8"

PEDESTRIAN POLE TO BE REMOVED

CK BRI

CH MUL

CONC.

V

PEDESTRIAN POLE TO BE REMOVED

CONC.

LIGHT POLE TO BE REMOVED

2" 1

D PE

PLANTER

L WAL

V

6"

x. R/W E

D PE

W

BI K E RACK

EO

BRI CK

CK BRI

TMH

COORDINATE LIMITS OF DEMOLITION WITH LCC CONTRACTOR

D PE

TRAF HH

CO

L WAL

TRENCH DRAIN OUTSIDE OF K C BRI PROPOSED CURB TO REMAIN

CH MUL G RRI I

5"

GN SI

CONC.

H EH L TE

V

PM

EO C E L E

L WAL

CONC. SUPPORT UMN COL

CONC.

V

9 TRAV 2

PM

PM

CONC.

PM

PM CONC.

W

W

V

G RRI I

EMH

V W

W

V

6" 1

V

V

L E OW STE L 66' . 9 5 9 = V. E L E

W

REMOVE TRENCH DRAIN TO PROPOSED CURB

MATCHLINE

TO REMAIN

V

NE ST W.VI

W V

8 TRAV 2

TMH

CURB INLET TO BE REMOVED

CURB INLET TO BE REMOVED

6" 1

H TRAF H

GRATE

C E L E HH

WV G RRI I

SIGNAL POLE TO REMAIN

MANHOLE

CONC.

W

TRAF HH

6"

MANHOLE TO REMAIN

H EH L TE

INLET TO BE REMOVED

PM EMH C E L E HH

HH

5"

G RRI I

Mi croStati on v8.1 1 .9.71 4

E-SHEET NAME: R00505PL

USER: gw ynna

DATE PLOTTED: Novem ber 28, 201 8

NOTES 1. EXISTING LIGHT POLES, PEDESTRIAN SIGNAL POLES, BENCHES, PLAQUES, AND DECORATIVE SIGNS SHALL BE SALVAGED AND DELIVERED TO THE LFUCG STORAGE YARD BEHIND THE WASTE MANAGEMENT FACILITY ON ROY H MARDIS WAY. CONTACT JEFF NEAL AT JNEAL@LEXINGTONKY.GOV - (859)258-3830.

LEGEND

2. CONTRACTOR SHALL REMOVE ALL EXISTING FOUNDATIONS FROM LIGHT POLES, PEDESTRIAN SIGNAL POLES, AND SIGNING POLES IN THEIR ENTIRETY. 3. EXISTING PARKING METER POLES SHALL BE SALVAGED AND DELIVERED TO LEXPARK. CONTACT CHARLES STEPHENSON AT CSTEPHENSON@LANIERPARKING.COM.

REMOVE

4. EXISTING BIKE RACKS SHALL BE SALVAGED AND DELIVERED TO MASTERSON STATION PARK. CONTACT CHRIS COOPERRIDER AT CCOOPERRIDER@LEXINGTONKY.GOV - (859)288-2963.

5. ALL EXISTING SIGNAL POLES TO REMAIN UNLESS OTHERWISE NOTED IN SIGNAL PLANS.

SALVAGE WEG PAVERS

STA. 1 1 1 +00

WALK

V W CONC.

CONC. TRAF C I F

EO

LIGHT POLE TO BE REMOVED

EMH

TRAF HH

TRAV 6

W

V CONC.

5"

EO

B LJ E

TMH

HH

TRAV 7

L E OW STE L ' 62 . 9 5 9 = V. E L E

OVERHEAD PEDESTRIAN

V W

6"

G RRI I

CH MUL

D PE

TRAF HH

SIGNAL POLE TO REMAIN

SIGNAL POLE TO REMAIN

MAG

V

V

CH MUL

C E L E

W

V

EO

HH

G RRI C I E L E TRAF D HH PE CAB

5"

L E OW STE L ' 67 . 9 5 9 = V. E L E

H TRAF H

C E L E HH

W

C E L E HH

H C H E L E

L E OW STE L ' 9 5 . 9 5 9 = V. E L E

GN SI

G RRI I

W

V

GV

POSTPOSTPO ST

C E L E

EMH

CONC.

W

C E L E HH

TMHTMH

PO SI GN ST

PO P PO ST ST OST

CK BRI

C E L E HH

W

TRAF HH

H C H E L E

V

E L TE HH

FP

FP

FP

CK BRI

W

CONC. SUPPORT UMN COL

LIGHT POLE TO REMAIN

CONC.

D PE

V

EMH CK BRI

LIGHT POLES TO BE REMOVED

E L E C H H

V

GATE

D C PE E L E HH

WINDSTREAM

CK BRI

G RRI I D PE

EMH

GN SI

CONC.

D PE

CONC.

L WAL

CH MUL

G RRI I

CONC.

CH MUL

TMH

2" 1

W

CH MUL

CONC.

TMH TMH

CONC.

GATE

D PE

MA TC HL IN E

CONC.

W

CH MUL

V

TB C

TRAF HH

CONC.

GN SI

1 1 1 +00

R/W

L E OW STE L ' 65 . 7 5 9 = V. E L E

L WAL

C E L E HH

1 1 1 +0 1 1 +0 00

R/W

CURB INLET x. R/W E

LIGHT POLE TO BE REMOVED

. 90 per P.C. F Sl

per Deed

0+00 1 1

V

LL ST S. M I

V W

ST A.

DO NOT DISTURB ELECTRIC VAULT

CONVERT EXISTING

VE CORATI DE NCE E TAL F ME

1 6"

FILE NAME: C:\TMP\PWISE\DMS49642\42375 D-3.DGN

09+00 1

08+00 1 REMOVED AND RELOCATED

G RRI I

E RACK K BI

LIGHT POLE TO BE REMOVED 2"

TMH

6"

LIGHT POLES TO BE REMOVED

FLAG POLES TO BE

TMH

MUL CH

82

TO BE REMOVED

LIGHT POLES TO BE REMOVED

2"

CK BRI

SHEET NO.

FAYETTE

LIGHT POLES

DO NOT DISTURB DECORATIVE METAL FENCE

ITEM NO.

COUNTY OF

W

6"

k dew al 0'Si 1

Esm t 3"

S. BROADW AY

5"

k dew al 0'Si 1

5"

10 5+ 00

07+00 1

Esm t.

1 06+00

10 5+ 00

5"

6. CONTRACTOR SHALL NOT DISTURB ANY EXISTING UTILITY VAULTS. 7. CONTRACTOR SHALL REMOVE ALL EXISTING PLANTERS AND DELIVER TO MASTERSON STATION PARK. CONTACT CHRIS TOUTANT AT CTOUTANT@LEXINGTONKY.GOV - (859)272-6105.

8. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EXISTING TRASH RECEPTACLES. 9. CONTRACTOR SHALL MAINTAIN THE EXISTING DRAINAGE SYSTEM DURING CONSTRUCTION UNLESS OTHERWISE NOTED. 10. CONTRACTOR SHALL REMOVE ADDITIONAL SUBSURFACE MATERIAL WITHIN THE PROPOSED SOIL CELL LIMITS. SEE SOIL AND IRRIGATION PLANS FOR EXCAVATION LIMITS AND DEPTH. 11. SEE UTILITY COORDINATION PLANS FOR SANITARY SEWER MODIFICATION DETAILS. 12. SEE UTILITY COORDINATION PLANS FOR UTILITY POLE AND FIRE HYDRANT REMOVALS AND RELOCATIONS. 13. SEE STRIPING AND SIGNAGE PLANS FOR SIGN REMOVALS. REMOVED SIGNS AND SIGN POLES SHALL BE DELIVERED TO THE LEXINGTON TRAFFIC OAC AT 1515 OLD FRANKFORT PIKE, LEXINGTON, KY 40504. 14. EXISTING WEG PAVERS SHALL BE SALVAGED AND DELIVERED TO THE LFUCG STORAGE YARD BEHIND THE WASTE MANAGEMENT FACILITY ON ROY H MARDIS WAY. CONTACT GEORGE MILLIGAN AT GMILLIGAN@LEXINGTONKY.GOV - (859)327-5464.

15. CONTRACTOR SHALL NOT DISTURB ELECTRIC HANDHOLE WHEN ADJACENT LIGHT POLE IS NOTED TO REMAIN.

0'

20'

40'

80'

DEMOLITION PLAN TOWN BRANCH COMMONS STA. 105+00 TO STA. 111+00


6+00 1 1

83

CONVERT EXISTING CURB INLET TO JUNCTION BOX

V PI

CONC.

CONC.

CH MUL L WAL

TMH

4"

L WAL

CONC.

L WAL

V

CONC.

2" O E

PO P ST OS T

E L E C BOX

2"

PO STPOS T

CO

GN SI

O E

EL EC

4"

4"

CH MUL

MH E

CH MUL

O E

WV

D PE

TMH

H H

G RRI I

CONC.

CONC.

O E

C E L E

CH MUL

7+00 1 1

TE DGE OF CONCRE E

D PE

O 6" E

6"

1 TRAV 3

CK BRI

C E L E

D I LL E STE

TBC

4"

GV E L E C H H

H H

4"

H H

PARK NCH BE

E L TE

HH

TRAF

NE M ATCHLI

CK BRI

CONC.

O E

CH MUL O E

SANCO

O E

CK BRI

H C H ELE

V

O E

4"

CH MUL

4"

C E L E H CONC. H

O E

4"

H H

E GAT L R WAL E TE BARRI CONCRE

TBC

LIGHT POLES WV

W.VI NE ST

6" 1

CONVERT EXISTING CURB INLET TO JUNCTION BOX

LIGHT POLE TO BE REMOVED

O E

CO

WAL L

CK BRI

CO

WAL L

CK BRI

C E L E

WAL L 4"

" 2

CONC. RAMP

CONC. RAMP

CONC.

GN SI CONC.

M E WS

V

I RRI G

RACK

L WAL

O E

6"

4"

H H

O E

H H

H H

WV G RRI I

C E L E

TRAF

BM 2 4 5 6. 4 =9 V. E L E

MH E TMH

D PE

H H D PE

H H CONC.

H H

G RRI I

CH MUL

CONC.

CONC.

P I

O E CH MUL

CONC.

x. R/W E CONC.

DG BL UMN COL

CONC.

CONC.

UTI L CAB

DG BL UMN COL

T AL ASPH

CONC.

PM

C E L E H H

CK BRI

CK BRI

MH E

4"

CH MUL

L WAL

RACK CK BRI

CK BRI

C E L E

6"

C E L E WV HH

O E

CO E K BI

CONC.

GN SI

PARK NCH BE

CONC.

V

TE L E CAB

W

smt. E ncroachment E 4 2 60 Pg. 1 8 2 . B . D 1& 4 3 Pg. 1 5 5 B. 2 D.

W

= E F F 6' 4 . 5 4 9

E L TE 6"

E K BI CH MUL

NG DI L BUI

O E

PARK NCH BE

CK BRI

6"

V

TRAF

4"

" 2

CH MUL

D PE

6"

6" O E

4"

= E F F 66' 6. 4 9

CONC.

E L E C H H

O E

H H

CONC.

GN SI 6"

MULCH

" 5

BRI CK

4"

D PE

CONC.

G RRI I

CONC.

H H

TRAV 8

TRAF CAB

C E L E

W

H C H E L E

" 5

WAL L

BRI CK

PM C E L E

CK BRI

CONC.

PM

V

CONC.

PM

W

E L E C H H

CONC.

E O

" 5

WALL

" MUL CH 4

H C H E L E

GN SI

PM

0 TRAV 3 E O

V

V

W

CO

I RRI G

GV

E L E C H H

W

E O E L E C H H

I RRI G

WW V V

GN SI

W

E O

V

CONC. " 4

LIGHT POLE 6" 1 TO BE REMOVED

6" 1

CONVERT EXISTING CURB INLET TO MANHOLE CONC.

V

LIGHT POLES TO BE REMOVED

W

TO BE REMOVED

7+00 1 STA. 1

MATCHLINE

LIGHT POLE TO BE REMOVED

BI K E RACK

E GAT

CH MUL

CONC.

x. R/W E

CH MUL

POST N IG S

FILE NAME: C:\TMP\PWISE\DMS49642\42375 D-4.DGN

PARK NCH BE

W

CK BRI

L WAL

TMH

LL WA

BOX

O2" E

MH E G RRI I

H H

CONC.

H C H E L E C E L E

L WAL

C E L E

X DE E F

L WAL CH MUL

H C H E L E

4" 1

4"

4"

8"

CK BRI

O 4" E

DC F

L GRAVE

W

CONC.

CK BRI

" 8

STA. 1 1 1 +00

P F CONC. CK BRI

TMH

CH MUL

WA LL

CH MUL

CONC.

x. R/W E

CH MUL

CH MUL

2" 1

WV WM

P F

W

NG DI L BUI

V

L E STE D I L

P F

CURB INLET TO BE REMOVED

= E F F ' 65 . 7 4 9

S. UPPER ST

DO NOT DISTURB ELECTRIC BOX

4"

REMOVE AND SALVAGE STONES FROM EXISTING STONE WALL

SHEET NO.

FAYETTE

7+00 1 1

1 1 5+00

1 1 4+00

1 1 3+00

1 1 2+00

1 1 1 1 1 1 +0 +0 00

1 1 1 +00

ITEM NO.

COUNTY OF

T AL ASPH

CH MUL

N WOODE D E SH

NG DI L BUI

6"

USER: gw ynna

DATE PLOTTED: Novem ber 28, 201 8

NOT E S 1. EXISTING LIGHT POLES, PEDESTRIAN SIGNAL POLES, BENCHES, PLAQUES, AND DECORATIVE SIGNS SHALL BE SALVAGED AND DELIVERED TO THE LFUCG STORAGE YARD BEHIND THE WASTE MANAGEMENT FACILITY ON ROY H MARDIS WAY. CONTACT JEFF NEAL AT JNEAL@LEXINGTONKY.GOV - (859)258-3830.

LEGEND

2. CONTRACTOR SHALL REMOVE ALL EXISTING FOUNDATIONS FROM LIGHT POLES, PEDESTRIAN SIGNAL POLES, AND SIGNING POLES IN THEIR ENTIRETY. 3. EXISTING PARKING METER POLES SHALL BE SALVAGED AND DELIVERED TO LEXPARK. CONTACT CHARLES STEPHENSON AT CSTEPHENSON@LANIERPARKING.COM.

REMOVE

4. EXISTING BIKE RACKS SHALL BE SALVAGED AND DELIVERED TO MASTERSON STATION PARK. CONTACT CHRIS COOPERRIDER AT CCOOPERRIDER@LEXINGTONKY.GOV - (859)288-2963.

5. ALL EXISTING SIGNAL POLES TO REMAIN UNLESS OTHERWISE NOTED IN SIGNAL PLANS.

SALVAGE WEG PAVERS

6. CONTRACTOR SHALL NOT DISTURB ANY EXISTING UTILITY VAULTS. 7. CONTRACTOR SHALL REMOVE ALL EXISTING PLANTERS AND DELIVER TO MASTERSON STATION PARK. CONTACT CHRIS TOUTANT AT CTOUTANT@LEXINGTONKY.GOV - (859)272-6105.

8. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EXISTING TRASH RECEPTACLES.

E-SHEET NAME: R00505PL

9. CONTRACTOR SHALL MAINTAIN THE EXISTING DRAINAGE SYSTEM DURING CONSTRUCTION UNLESS OTHERWISE NOTED. 10. CONTRACTOR SHALL REMOVE ADDITIONAL SUBSURFACE MATERIAL WITHIN THE PROPOSED SOIL CELL LIMITS. SEE SOIL AND IRRIGATION PLANS FOR EXCAVATION LIMITS AND DEPTH. 11. SEE UTILITY COORDINATION PLANS FOR SANITARY SEWER MODIFICATION DETAILS. 12. SEE UTILITY COORDINATION PLANS FOR UTILITY POLE AND FIRE HYDRANT REMOVALS AND RELOCATIONS. 13. SEE STRIPING AND SIGNAGE PLANS FOR SIGN REMOVALS. REMOVED SIGNS AND SIGN POLES SHALL BE DELIVERED TO THE LEXINGTON TRAFFIC OAC AT 1515 OLD FRANKFORT PIKE, LEXINGTON, KY 40504. 14. EXISTING WEG PAVERS SHALL BE SALVAGED AND DELIVERED TO THE LFUCG STORAGE YARD BEHIND THE WASTE MANAGEMENT FACILITY ON ROY H MARDIS WAY. CONTACT GEORGE MILLIGAN AT GMILLIGAN@LEXINGTONKY.GOV - (859)327-5464.

15. REMOVE EXISTING STONE WALL DOWN TO CONCRETE PAD; SALVAGE AND DELIVER STONES TO THE LFUCG STORAGE YARD BEHIND THE WASTE MANAGEMENT FACILITY ON ROY H MARDIS WAY. CONTACT GEORGE

Mi croStati on v8.1 1 .9.71 4

MILLIGAN AT GMILLIGAN@LEXINGTONKY.GOV - (859)327-5464.

0'

20'

40'

80'

DEMOLITION PLAN TOWN BRANCH COMMONS STA.111+00 TO STA. 117+00


TO REMAIN

TRAF CAB

CH MUL

CONC.

GN SI

TRAF

C E L E

E K BI REES 2" T RACK

E GAT

GN SI

TO BE REMOVED CCO 0"STU 3 NS M U L CO ) CAL TYPI (

CONC.

9 V H TRA H

TMH

CONCRETE COLUMNS

LIGHT POLE

E L TE H H TRAF

DO NOT DISTURB (TYPICAL)

' 01 . 7 4 =9 E F F

S K E RAC K BI

H H L R WAL E RRI TE BA E CONCR

CURB INLET TO BE REMOVED

D PE

LIGHT POLES TO BE REMOVED = E F F ' 2 5 . 8 4 9

TBC

CONC.

1 6"

WV

GN SI

LIGHT POLE TO BE REMOVED

WV

NE ST W.VI

E HLIN M ATC

H H CONC.

H H

5"

5"

O E

C E L E

V PI

5"

SANCO

6" CH MUL

C E L E H H

CK BRI

CONC.

CH MUL

H H

MH E

MANHOLE TO REMAIN

E K BI RACK

C E L E CAB

DC F

CONC.

NG DI L BUI

ENT APPAR LEC. U/G E IT CONDU

6" 1

H C H E L E

WM C E L E

WV

2"

CONVERT EXISTING CURB INLET TO JUNCTION BOX

D PE

D PE

C E L E H H

GN SI

2"

H H

CONC.

WVWV WV

LIGHT POLES TO BE REMOVED

MANHOLE TO REMAIN

CURB INLET TO BE REMOVED

GN SI

TRAF H H

2"

H H

" 8

GV REG

4) 4" (

E. VI NE ST

GV

GM

L WAL

CONC.

CONC.

C E L E

CH MUL

G RRI I PED

CONC. CK BRI

O E

V W M W

GN SI

WV

TO BE REMOVED GATE OL CONTR BOX

C E L E

GN SI

MH E

WM

NG DI L BUI

TRAF

CONC.

FILE NAME: C:\TMP\PWISE\DMS49642\42375 D-5.DGN

H C H E L E

CH MUL

CURB INLET GATE ARM

GN SI

PK 3 5 TRAV P I

E L E C H H

CONC. C E L E

T AL ASPH

CONC.

H H

GN SI

CONC.

P I P I

POST

C H H

PM

TO BE REMOVED

GN SI

C E L E H H

Ex .R /W ELE

WV

TRAF

LIGHT POLES

C E L E H H

6" 1

5) 4" (

LINE M ATCH

9"

23+00 STA. 1

D PE

CH MUL

TBC

MH T GN SI

MANHOLE

E K BI S RACK

CONC.

L WAL

WM V PI MV WW

A LLEY

WM V I WVP

CONC.

H EH L TE

CONC.

NG BUILDI

WV

GN SI

GN SI

GN SI

CONC.

WV

7"

DO H ERN A N

WV

WV

WV

= E F F ' 2 1 . 8 4 9

H H

P I

2"

CH MUL

2"

E K BI S RACK

C E L E

2"

x. R/W E

H H

8" T AL ASPH

GN SI

WV

S IG N

CONC.

BRICK

SANCO GN SI

H H

WM WV

CONC.

smt. t E chmen a o r c n 5 E 8 1Pg. 5 4 2 B. 1 D.

CH MUL

0 1 TRAV E GAT

2"

NG DI L BUI

TMH

GN SI

C E L E

DC F

L WAL

E GAT

E GAT

W ALL

7+00 1 1 STA.

E GAT

MANHOLE TO REMAIN

84

POST

8"

8"

L WAL

E GAT

TMH

WM

H H

E GAT

CONC.

R ST E WAT

FFE= ' 947.78

ST M ESTO N E S. LI

TE CRE F CON DGE O E

P I

23+00 1

DC F

GV

SIGNAL POLE TO REMAIN

23+00 1

0 22+0 1

+00 21 1

120 +00

1 1 1 1 9 9+ +0 00 0

8+00 1 1

7+00 1 1 7+00 1 1

RAGE NG GA I PARK

MH E

x. R/W E

C E L E

V WVPI OST P V W

MH E E GAT

H H

E GAT

L E STE D I L

L WAL

ON TI UBSTA CAL S CTRI E L E

DC F

= E F F 0' 9 . 9 4 9

E NTRANC E

NCH BE ) CAL TYPI (

E K BI RACK

E L GAT WAL

WV = E F F ' 3 4 . 9 4 9

= E F F ' 5 8 . 9 4 9

LIGHT POLE TO BE REMOVED

USER: gw ynna

DATE PLOTTED: Novem ber 28, 201 8

NOTES 1. EXISTING LIGHT POLES, PEDESTRIAN SIGNAL POLES, BENCHES, PLAQUES, AND DECORATIVE SIGNS SHALL BE SALVAGED AND DELIVERED TO THE LFUCG STORAGE YARD BEHIND THE WASTE MANAGEMENT FACILITY ON ROY H MARDIS WAY. CONTACT JEFF NEAL AT JNEAL@LEXINGTONKY.GOV - (859)258-3830.

LEGEND

2. CONTRACTOR SHALL REMOVE ALL EXISTING FOUNDATIONS FROM LIGHT POLES, PEDESTRIAN SIGNAL POLES, AND SIGNING POLES IN THEIR ENTIRETY. 3. EXISTING PARKING METER POLES SHALL BE SALVAGED AND DELIVERED TO LEXPARK. CONTACT CHARLES STEPHENSON AT CSTEPHENSON@LANIERPARKING.COM.

REMOVE

4. EXISTING BIKE RACKS SHALL BE SALVAGED AND DELIVERED TO MASTERSON STATION PARK. CONTACT CHRIS COOPERRIDER AT CCOOPERRIDER@LEXINGTONKY.GOV - (859)288-2963.

5. ALL EXISTING SIGNAL POLES TO REMAIN UNLESS OTHERWISE NOTED IN SIGNAL PLANS. 6. CONTRACTOR SHALL NOT DISTURB ANY EXISTING UTILITY VAULTS. 7. CONTRACTOR SHALL REMOVE ALL EXISTING PLANTERS AND DELIVER TO MASTERSON STATION PARK. CONTACT CHRIS TOUTANT AT CTOUTANT@LEXINGTONKY.GOV - (859)272-6105.

8. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EXISTING TRASH RECEPTACLES.

E-SHEET NAME: R00505PL

9. CONTRACTOR SHALL MAINTAIN THE EXISTING DRAINAGE SYSTEM DURING CONSTRUCTION UNLESS OTHERWISE NOTED.

Mi croStati on v8.1 1 .9.71 4

NO.

NG DI L BUI

FAYETTE

2 3 TRAV NG DI L BUI

= E F F SHEET ' 1 2 . 9 4 9

ITEM NO.

COUNTY OF

10. CONTRACTOR SHALL REMOVE ADDITIONAL SUBSURFACE MATERIAL WITHIN THE PROPOSED SOIL CELL LIMITS. SEE SOIL AND IRRIGATION PLANS FOR EXCAVATION LIMITS AND DEPTH. 11. SEE UTILITY COORDINATION PLANS FOR SANITARY SEWER MODIFICATION DETAILS. 12. SEE UTILITY COORDINATION PLANS FOR UTILITY POLE AND FIRE HYDRANT REMOVALS AND RELOCATIONS. 13. SEE STRIPING AND SIGNAGE PLANS FOR SIGN REMOVALS. REMOVED SIGNS AND SIGN POLES SHALL BE DELIVERED TO THE LEXINGTON TRAFFIC OAC AT 1515 OLD FRANKFORT PIKE, LEXINGTON, KY 40504. 14. CONTRACTOR SHALL NOT DISTURB ELECTRIC HANDHOLE WHEN ADJACENT LIGHT POLE IS NOTED TO REMAIN.

0'

20'

40'

80'

DEMOLITION PLAN TOWN BRANCH COMMONS STA. 117+00 TO STA. 123+00


P P P P P P O O O O O O S S S S S S T T T T T T SS "ACCE 9 LID

WV " 8

ELEC T CONDUI STUB

POST POST

YPAD E K

GATE ARM

IP

6 TRAV 3

SIGN

MANHOLE POST

GUARD SHACK

CONC.

POST

2"

DO NOT DISTURB

MULCH

CONCRETE COLUMNS CONC.

LIGHT POLES TO BE REMOVED

' 03 . 69 9 = V. E L AM E OW BE L

INLET TO REMAIN

CONC.

T AL ASPH

CONC.

GATE CONTROL BOX

GATE GATE CONTROL

T AL ASPH

LIGHT POLE TO BE REMOVED

CURB INLET TO BE REMOVED

ARM LIGHT POLES BOX TO BE REMOVED

SIGN

SIGN

TE CONCRE

WM

TBC MATCHLINE

CONC.

ELEC 2" HH

2"

CURB INLET TO BE REMOVED

POST

E x. R/W WV

2"

HH

CONCRETE BARRIER WALL TO BE

TO BE REMOVED

8"

WM

2"

LED LIGHTS AND POLE TO BE REMOVED AND

LIGHT POLES

SALVAGED AND DELIVERED TO LFUCG

H C H E L E

8 2 8 BM SW 2 1 2 . 1 5 =9 V. E L E

ELEC

E .VI NE ST

HH CONC.

HH

' 3 8 . 68 9 = V. E L AM E OW BE L

16"

ELEC

ELEC

WM

UMNS COL

CONCRE TE BARRI E R WAL L

BM 3 02 . 2 5 =9 V. E L E

MANHOLE TO REMAIN

LIGHT POLE TO BE REMOVED

4 TRAV 3

16"

HH

POST

SIGN

TRAV 11

2"

T AL ASPH

POST

2"

MANHOLE

DELIVERED TO LFUCG

TO REMAIN 8"

' 03 . 67 9 = V. E L AM E OW BE L

SIGN

CONCRE TE BARRI E R WAL L

SIGN

TE CONCRE

EMH

UMNS COL

T AL ASPH

BECK A LLEY

STA. 1 23+00

4"

' 2 9 . 68 9 = V. E L AM E OW BE L

2"

TO BE REMOVED

POST

POST

Ex. R/W

H C H E L E

METAL FENCE

POST

POST

MULCH

2"

POST

POST MULCH

ELEC

TO REMAIN

POST

TBC

MULCH

POST

SIGN

STA. 1 29+00

UMNS COL

SIGN

SIGN IP

CONC.

SHEET NO.

WV FAYETTE

E M

SIGN TE CONCRE

3 TRAV 3

SIGN

ITEM NO. POST POST

MATCHLINE

CONC.

POST

FILE NAME: C:\TMP\PWISE\DMS49642\42375 D-6.DGN

POST

EMH

8" CONC.

CONC.

POST

WAT E R ST

EMH WV

2"

POST COUNTY OF

H

TMH

POST

POST

POST

1 29+00

CONC.

POST

CONC.

POST

POST

WV

EMH

WM

TRANS

POST

TRANS

W

CAB

E M

A L L

ASPHALT

CAB

PO PO ST ST

1 29+00

PIV

WV GATE P PO O ST S WV T

ELEC

1 28+00

CATCH

CONC.

ELEC

AYRES A LLEY

APPARENT U/G ELEC. CONDUIT

1 23+00

TMH

GATE

1 27+00

NG GARAGE I PARK

NG DI L BUI

CONC.

1 26+00

949.21'

POST

GATE

WM

FFE=

1 25+00

1 24+00

1 23+00

' 3 2 66. 9 = V. E L AM E OW BE L

Ex. R/W

DO NOT DISTURB EXISTING CONCRETE BARRIER WALL BUILDING OVERHANG

T AL ASPH

BUILDING OVERHANG

ELEC HH BUILDING OVERHANG

FDC E CTABL TE DE NG TRACK WARNI ) CAL TYPI (

BENCH (TYPICAL)

TE CONCRE

TE CONCRE

FFE= ' 61 0. 5 9 BUS STATION

POST

REMOVE CONCRETE

' 2 8 . 65 9 = V. E L AM E OW BE L

"CONC. 8 4 UMNS COL ) CAL TYPI (

SIGN

FFE= ' 8 5 0. 5 9

FFE= ' 7 5 0. 5 9

BIKE RACKS

BARRIER WALL INSIDE DEMO HATCH ONLY

BUS STATI ON

USER: gw ynna

DATE PLOTTED: Novem ber 28, 201 8

NOTES 1. EXISTING CONCRETE BARRIER WALL, LIGHT POLES, PEDESTRIAN SIGNAL POLES, BENCHES, PLAQUES, AND DECORATIVE SIGNS SHALL BE SALVAGED AND DELIVERED TO THE LFUCG STORAGE YARD BEHIND THE WASTE MANAGEMENT FACILITY ON ROY H MARDIS WAY. CONTACT JEFF NEAL AT JNEAL@LEXINGTONKY.GOV - (859)258-3830.

LEGEND

2. CONTRACTOR SHALL REMOVE ALL EXISTING FOUNDATIONS FROM LIGHT POLES, PEDESTRIAN SIGNAL POLES, AND SIGNING POLES IN THEIR ENTIRETY. 3. EXISTING PARKING METER POLES SHALL BE SALVAGED AND DELIVERED TO LEXPARK. CONTACT CHARLES STEPHENSON AT CSTEPHENSON@LANIERPARKING.COM.

REMOVE

4. EXISTING BIKE RACKS SHALL BE SALVAGED AND DELIVERED TO MASTERSON STATION PARK. CONTACT CHRIS COOPERRIDER AT CCOOPERRIDER@LEXINGTONKY.GOV - (859)288-2963.

5. ALL EXISTING SIGNAL POLES TO REMAIN UNLESS OTHERWISE NOTED IN SIGNAL PLANS. 6. CONTRACTOR SHALL NOT DISTURB ANY EXISTING UTILITY VAULTS. 7. CONTRACTOR SHALL REMOVE ALL EXISTING PLANTERS AND DELIVER TO MASTERSON STATION PARK. CONTACT CHRIS TOUTANT AT CTOUTANT@LEXINGTONKY.GOV - (859)272-6105.

8. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EXISTING TRASH RECEPTACLES.

Mi croStati on v8.1 1 .9.71 4

E-SHEET NAME: R00505PL

9. CONTRACTOR SHALL MAINTAIN THE EXISTING DRAINAGE SYSTEM DURING CONSTRUCTION UNLESS OTHERWISE NOTED. 10. CONTRACTOR SHALL REMOVE ADDITIONAL SUBSURFACE MATERIAL WITHIN THE PROPOSED SOIL CELL LIMITS. SEE SOIL AND IRRIGATION PLANS FOR EXCAVATION LIMITS AND DEPTH. 11. SEE UTILITY COORDINATION PLANS FOR SANITARY SEWER MODIFICATION DETAILS. 12. SEE UTILITY COORDINATION PLANS FOR UTILITY POLE AND FIRE HYDRANT REMOVALS AND RELOCATIONS. 13. SEE STRIPING AND SIGNAGE PLANS FOR SIGN REMOVALS. REMOVED SIGNS AND SIGN POLES SHALL BE DELIVERED TO THE LEXINGTON TRAFFIC OAC AT 1515 OLD FRANKFORT PIKE, LEXINGTON, KY 40504. 14. LED SPOTLIGHTS FOR THE LINCOLN MURAL, AS WELL AS THE CORRESPONDING LIGHT POLE AND BASE, SHALL BE DELIVERED TO 1306 VERSAILLES RD. LEXINGTON, KY 40504. CONTACT MIKE ARNOLD AT (859)338-9347.

0'

20'

40'

80'

DEMOLITION PLAN TOWN BRANCH COMMONS STA. 123+00 TO STA. 129+00

85


LIGHT POLE

TO BE REMOVED

TO BE REMOVED

TO BE REMOVED

P O S T P O S T E M

STA. 1 29+00

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN WM

ELEC H TRAV 12PANEL C H E L E

2"

ELEC

SIGN

2"

2"

WV

2"

1 34+00

1 33+00

35+00 1

BUILDING

LIGHT POLE

LIGHT POLE

LIGHT POLE

TO BE REMOVED

TO BE REMOVED

TO BE REMOVED

TO BE REMOVED

CONC. FOUNTAIN

BUILDING

ELEC PED

ELEC

POST SANCO

Ex. R/W

CONC.

8 TRAV 3

16"

ASPHALT

CONC.

HH

MAG

ELEC L V R G

HH 2"

LIGHT POLE

HH

PED

WV

3"

H C H E L E

H C H E L E

2"

CONC.

LIGHT POLE POST POST TO BE REMOVED

35+00 STA. 1

GATE ARM

POST

LIGHT POLE

P P O O S S T T

LIGHT POLE

CONC.

PARK BENCH

POST POST

EL JB

T AL ASPH

POST

GATE

CONTROL BOX

P O S T

SIGN SIGN

POST RAIL

CONC.

ELEC.

POST

PO POST ST

GATE BOX

DO NOT DISTURB TREE BOX

3"

POST

POST

T S O P SIGN

POST

POST

86

4"

FP

POST

T POSTRANS

PANEL

PANEL

POST

ELEC.

4"

4"

SHEET NO.

FAYETTE

PM 4"

QUALI TY ST

2"

EL JB

PM

ITEM NO.

COUNTY OF

CONC.

PM

PM CONC.

EMH

S IG S N IG P P NP P P P P P P O PO P P P P O O O O O O O O PO O S O O O S S S S S S S S T ST S S S S S T T T T T T T T T T T T T

WATER ST

1 32+00

1 31 +00

1 30+00

1 29+00

1 29+00

WV

L V R G

L V R G

HH

L V R G

L V R G

ELEC

WV

ELEC

L V R G

CONC.

HH

HH

2"

CONC. BIKE RACKS

2"

MANHOLE

LIGHT POLE

TO REMAIN

TO BE REMOVED

MANHOLE TO REMAIN

CURB INLET TO BE REMOVED

E .VI NE ST

MATCHLINE

MATCHLINE

8"

WV

POST

HH

HH

MULCH

SANCO SANCO MAG

L NG WAL NI TAI RE

WALL

FFE= 953.47'

MULCH BUI L DI NG

ASPH AL T

H C H E L E

ASPH AL T

FFE PARK I NG= 960.15'

MAG

ELEC L NG WAL NI TAI RE

WALL

ASPH AL T

MAG

HH

ELEC

CONC.

MAGHH MH

RE TAI NI NG WAL L

24"

FFE PARK I NG= 961.74'

24"

24"

WM

2"

WM

2"

9 2 8 BM SW 2 7 . 5 3 5 =9 V. E L E

ELEC

SIGN

MAG

2" OLD SIGN 9 TRAV 3 BASE

EMH

HH

MAG MAG

ELEC

MAG

L NG WAL NI TAI RE

HH

Ex. R/W

H C H E L E

WM

CONC.

ELEC HH

ELEC

G M

HH

2"

A G

ELEC

2"

M

SIGN

ELEC

CONC.

TB JB

WM

ELEC PARK BENCH

RETAINING WALL

BECK ALLEY

FILE NAME: C:\TMP\PWISE\DMS49642\42375 D-7.DGN

TBC

TBC

2"

NG GARAGE E NTRANCE GV PARKI MAG POST POST WM

HH

WALL

PARK I NG GARAGE

ELEC RISER

BUI L DI NG

F F EE NTRANCE = 958.43'

ASPHALT

GRASS

ASPHALT

FFE ABOVE GROUND PARK I NG= 968.75'

FFE ABOVE GROUND PARK I NG= 965.74'

USER: gw ynna

DATE PLOTTED: Novem ber 28, 201 8

NOTES 1. EXISTING LIGHT POLES, PEDESTRIAN SIGNAL POLES, BENCHES, PLAQUES, AND DECORATIVE SIGNS SHALL BE SALVAGED AND DELIVERED TO THE LFUCG STORAGE YARD BEHIND THE WASTE MANAGEMENT FACILITY ON ROY H MARDIS WAY. CONTACT JEFF NEAL AT JNEAL@LEXINGTONKY.GOV - (859)258-3830.

LEGEND

2. CONTRACTOR SHALL REMOVE ALL EXISTING FOUNDATIONS FROM LIGHT POLES, PEDESTRIAN SIGNAL POLES, AND SIGNING POLES IN THEIR ENTIRETY. 3. EXISTING PARKING METER POLES SHALL BE SALVAGED AND DELIVERED TO LEXPARK. CONTACT CHARLES STEPHENSON AT CSTEPHENSON@LANIERPARKING.COM.

REMOVE

4. EXISTING BIKE RACKS SHALL BE SALVAGED AND DELIVERED TO MASTERSON STATION PARK. CONTACT CHRIS COOPERRIDER AT CCOOPERRIDER@LEXINGTONKY.GOV - (859)288-2963.

5. ALL EXISTING SIGNAL POLES TO REMAIN UNLESS OTHERWISE NOTED IN SIGNAL PLANS. 6. CONTRACTOR SHALL NOT DISTURB ANY EXISTING UTILITY VAULTS. 7. CONTRACTOR SHALL REMOVE ALL EXISTING PLANTERS AND DELIVER TO MASTERSON STATION PARK. CONTACT CHRIS TOUTANT AT CTOUTANT@LEXINGTONKY.GOV - (859)272-6105.

8. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EXISTING TRASH RECEPTACLES.

Mi croStati on v8.1 1 .9.71 4

E-SHEET NAME: R00505PL

9. CONTRACTOR SHALL MAINTAIN THE EXISTING DRAINAGE SYSTEM DURING CONSTRUCTION UNLESS OTHERWISE NOTED. 10. CONTRACTOR SHALL REMOVE ADDITIONAL SUBSURFACE MATERIAL WITHIN THE PROPOSED SOIL CELL LIMITS. SEE SOIL AND IRRIGATION PLANS FOR EXCAVATION LIMITS AND DEPTH. 11. SEE UTILITY COORDINATION PLANS FOR SANITARY SEWER MODIFICATION DETAILS. 12. SEE UTILITY COORDINATION PLANS FOR UTILITY POLE AND FIRE HYDRANT REMOVALS AND RELOCATIONS. 13. SEE STRIPING AND SIGNAGE PLANS FOR SIGN REMOVALS. REMOVED SIGNS AND SIGN POLES SHALL BE DELIVERED TO THE LEXINGTON TRAFFIC OAC AT 1515 OLD FRANKFORT PIKE, LEXINGTON, KY 40504.

0'

20'

40'

80'

DEMOLITION PLAN TOWN BRANCH COMMONS STA. 129+00 TO STA. 135+00


40+00 1

39+00 1

ITEM NO.

87

FAYETTE

SI GN

LIGHT POLE TO BE REMOVED

TO REMAIN

3"

WV

WV

MMM WWW

CON C.

TR E A L V EC1 3

WV

PED

ALT ASPH

30 W 28 S 4 G MA B M 1 1 959. = . V 6" E EL

ELEC HH

CONC. ELEC

HH

6"

GN SI

CONC.

6"

HH ELEC

GN SI

CONC.

6"

LIGHT POLE TO BE REMOVED

ELEC HH

NE ST .VI E

M ATC HLINE

4 1 TRAV

E.V I NE ST

4"

ST CONC.

WV

GN P SI OST BASE

5"

MH

CON C.

3" ELEC HH

ELEC HH

5"

ELEC HH

TRAF HH

EMH

6"

CONC.

GN SI

GN SI

GRA SS

GN SI

HH

POST ALT ASPH

POST POST

GN SI

LIGHT POLE TO REMAIN

GN SI

GN SI

VY CK I THI GN SI

CONC. CONC. CONC. E TABL

WM

B LJ E WM

CONC.

ALT ASPH

S GRAS

S T

C O N C .

GN SI

CONC.

5"

S GRAS

B EL J

. NC CO

WV

ELEC HH

RET GN AI I NI NG S GN WAL L SI

S GRAS T R A N S

BUI LDI NG

D PAVE ( ) OVER

GN SI

V I N E

ELEC

SI GN

3"

1 2"

ELEC HH

GN SI

O L D

ELEC HH

CONC.

ELEC HH

BRICK W ALL

MAG

CK BRI

OL D

WM

LIGHT POLE TO BE REMOVED 8"

VI NE

LIGHT POLE TO BE REMOVED

PAR ELEC KI NG GAR AGE HH ENT RAN CE

ELEC HH

5"

5673 1 TRAV

M W

GV M G

CURB INLET TO REMAIN

E GAT E GAT BUI LDI NG

USER: gw ynna

DATE PLOTTED: Novem ber 28, 201 8

NOTES 1. EXISTING LIGHT POLES, PEDESTRIAN SIGNAL POLES, BENCHES, PLAQUES, AND DECORATIVE SIGNS SHALL BE SALVAGED AND DELIVERED TO THE LFUCG STORAGE YARD BEHIND THE WASTE MANAGEMENT FACILITY ON ROY H MARDIS WAY. CONTACT JEFF NEAL AT JNEAL@LEXINGTONKY.GOV - (859)258-3830.

LEGEND

2. CONTRACTOR SHALL REMOVE ALL EXISTING FOUNDATIONS FROM LIGHT POLES, PEDESTRIAN SIGNAL POLES, AND SIGNING POLES IN THEIR ENTIRETY. 3. EXISTING PARKING METER POLES SHALL BE SALVAGED AND DELIVERED TO LEXPARK. CONTACT CHARLES STEPHENSON AT CSTEPHENSON@LANIERPARKING.COM.

REMOVE

4. EXISTING BIKE RACKS SHALL BE SALVAGED AND DELIVERED TO MASTERSON STATION PARK. CONTACT CHRIS COOPERRIDER AT CCOOPERRIDER@LEXINGTONKY.GOV - (859)288-2963.

5. ALL EXISTING SIGNAL POLES TO REMAIN UNLESS OTHERWISE NOTED IN SIGNAL PLANS. 6. CONTRACTOR SHALL NOT DISTURB ANY EXISTING UTILITY VAULTS. 7. CONTRACTOR SHALL REMOVE ALL EXISTING PLANTERS AND DELIVER TO MASTERSON STATION PARK. CONTACT CHRIS TOUTANT AT CTOUTANT@LEXINGTONKY.GOV - (859)272-6105.

8. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EXISTING TRASH RECEPTACLES.

Mi croStati on v8.1 1 .9.71 4

E-SHEET NAME: R00505PL

9. CONTRACTOR SHALL MAINTAIN THE EXISTING DRAINAGE SYSTEM DURING CONSTRUCTION UNLESS OTHERWISE NOTED. 10. CONTRACTOR SHALL REMOVE ADDITIONAL SUBSURFACE MATERIAL WITHIN THE PROPOSED SOIL CELL LIMITS. SEE SOIL AND IRRIGATION PLANS FOR EXCAVATION LIMITS AND DEPTH. 11. SEE UTILITY COORDINATION PLANS FOR SANITARY SEWER MODIFICATION DETAILS. 12. SEE UTILITY COORDINATION PLANS FOR UTILITY POLE AND FIRE HYDRANT REMOVALS AND RELOCATIONS. 13. SEE STRIPING AND SIGNAGE PLANS FOR SIGN REMOVALS. REMOVED SIGNS AND SIGN POLES SHALL BE DELIVERED TO THE LEXINGTON TRAFFIC OAC AT 1515 OLD FRANKFORT PIKE, LEXINGTON, KY 40504. 14. CONTRACTOR SHALL NOT DISTURB ELECTRIC HANDHOLE WHEN ADJACENT LIGHT POLE IS NOTED TO REMAIN.

0'

20'

40'

5"

GN SI

6"

WM

8"

HH

3"

ELEC HH

ELEC HH

WV

6"

E K BI RACK

6" 1

H MULC S GRAS

V A R T

CONC.

ELEC HH

8"

TBC

ELEC HH

6" 1

I P

3"

W X. R/ E

ELEC HH

NG DI L BUI

3 1 9 0 2

GN SI

B EL J

24"

GN SI MAG

LIGHT POLE TO BE REMOVED

LIGHT POLE TO BE REMOVED

P I

TBC

SIGNAL POLE

LIGHT POLE TO BE REMOVED

+00 41 1 STA.

6" 3) (

CON C.

ST RO S E

N G I S

T S N O IG P S

2"

CON C.

2"

24"

ELEC HH

2"

MAG

TO BE REMOVED

TMH

ALT ASPH

GRA SS

N IG S

CURB INLET

BUI LDI NG MUL CH

N IG S

HLINE M ATC

Ex. R/W

CURB INLET TO REMAIN

P I

CON C.

ASP HALT

SI GN

SI GN

FIRE HYDRANT

SHEET NO.

+00 41 1

TMH

COUNTY OF

CURB INLET TO REMAIN

DO NOT DISTURB

STA. 1 35+00

38+00 1

TRAV 42

EX. R/W

P I

DO NOT DISTURB TREE BOX

FILE NAME: C:\TMP\PWISE\DMS49642\42375 D-8.DGN

PM

3"

3"

2"

2"

CON C.

37+00 1

CON C.

5"

M UL CH

ASP HALT

1 36+0 0

1 35+0 0

SI GN

1 35+0 0

I P

80'

DEMOLITION PLAN TOWN BRANCH COMMONS STA. 135+00 TO STA. 141+00


1 44+00

T R HH AF

00 + 145

1 1 4 43 3+ +0 00 0

142 +0 0

W V

EX .

14 6 + 0 0

1 1 4 41 1 + +0 00 0

W M

C O

M A G

E .

M A I N

141 +0 0

B I R KE A C K

G R A V EL

1 6 " P ED

C O N C .

B A UE SIGNAL POLE S E TO BE REMOVED

EX .R /W

EL EC

I P

GN SI T POS

MA G T POS

I P I V P I P W

N G I S GN SI

GR AS S

GV I P

LIGHT POLE TO BE REMOVED

5"

B J TEL

I P

CO NC .

TB C

5"

GN T SI POS

20 "

ELE C HH

AP PA RE NT WM SI GN

5"

LIGHT POLE TO BE REMOVED

T POS

EL T EC RA NS FO RM ER

GN OST SI P

KY TC

WV

R/ W

SI GN

GLM

ELE C HH

ST

CURB INLET TO BE REMOVED

CO NC .

GR AS S

/ SS GRA

4" ELE C HH

PO ST

ST

ELE C HH

MAG

S I GN PI

WV

ELEC HH

E

10 "

EC EL HH 0" 1

WV 0" 1

E.

SIG NS

A LL

WV

E N VI

CO NC .

GR AS S

CURB INLET TO BE REMOVED

ELE C HH

LIGHT POLE TO BE REMOVED

LIGHT POLE TO BE REMOVED

ELE C HH

5"

MA G SI GN

PO ST

G

R

A

N

D

B

LV D

B U IL D IN G

MA G

NOTES

" 10

EC EL H H

S B U R H S

TR 5 WM AV 1

SS A GR

0" 1

MIDLAND AVE. STA. 500+24.09 (AHEAD) = EC VINE ST. STA. 146+39.65, 30.05' LT. (BACK) EL HH

1 3 8 2 BM SW 7 8 . 61 =9 V. E L E

3" C. CON

CON C.

4"

S I G N

TO BE REMOVED

LIGHT 1 6" POLE TO BE REMOVED

GU Y

4"

IP

M A G

LIGHT POLE

W\

W

4"

W L V H E S IG H C N

S IG N

ST

0" 1

W IR ES

GR AS S

1 2"

VEL GRA

WM

MA G

8"

E. VI NE

W V

" 12

EMH

1 0"

M AG I P MAG

WA

1 6"

Ex .R /W

EL HH EC

AS PHA LT

TE R

GN SI

2 091 V 2 GLM TRA

8"

1 4

8 "

SI GN

MA G

LIGHT POLE TO BE REMOVED

C O N C .

LIGHT POLE TO BE REMOVED

GN SI

ELE C HH

S IG N

M U LC H

LIGHT POLE TO BE REMOVED

I P T POS

GN SI S IG N

S IG N

TO BE REMOVED

I P

GN SI

SI GN

MA TC HLI NE

LIGHT POLE

HH

9 8

FILE NAME: C:\TMP\PWISE\DMS49642\42375 D-9.DGN

EL EC

C O N C .

8"

I P

WI ND S T RE A M

T E E H S

ST A. 141 +0 0

I P

ELE C HH

DATE PLOTTED: Novem ber 28, 201 8

M U LC H

I P T POS

USER: gw ynna

HH

E IN L H C T A

SIGNAL POLE TO BE REMOVED

PM

P ED

M

I P

T POS

B U IL D IN G

EL HH EC P ED

T E HH LE

G R A S S

I P

GR AS S

HH

S T A T

MA G

TR AV

EC EL

1 0 "

WM C O N C .

GN SI

ELE C HH

88

FAYETTE

S T

A N C O

( 3) 6"

SHEET NO.

B R IC K

LIGHT POLE M A G TO BE REMOVED S

GN SI

ITEM NO.

COUNTY OF

P I M AG

A S P HA LT

I P

R / W

4"

Ex. R/W

4"

SI GN 8"

1. EXISTING LIGHT POLES, PEDESTRIAN SIGNAL POLES, BENCHES, PLAQUES, AND DECORATIVE SIGNS SHALL BE SALVAGED AND DELIVERED TO THE LFUCG STORAGE YARD BEHIND THE WASTE MANAGEMENT FACILITY ON ROY H MARDIS WAY. CONTACT JEFF NEAL AT JNEAL@LEXINGTONKY.GOV - (859)258-3830.

LEGEND

2. CONTRACTOR SHALL REMOVE ALL EXISTING FOUNDATIONS FROM LIGHT POLES, PEDESTRIAN SIGNAL POLES, AND SIGNING POLES IN THEIR ENTIRETY. 3. EXISTING PARKING METER POLES SHALL BE SALVAGED AND DELIVERED TO LEXPARK. CONTACT CHARLES STEPHENSON AT CSTEPHENSON@LANIERPARKING.COM.

REMOVE

4. EXISTING BIKE RACKS SHALL BE SALVAGED AND DELIVERED TO MASTERSON STATION PARK. CONTACT CHRIS COOPERRIDER AT CCOOPERRIDER@LEXINGTONKY.GOV - (859)288-2963.

5. ALL EXISTING SIGNAL POLES TO REMAIN UNLESS OTHERWISE NOTED IN SIGNAL PLANS. 6. CONTRACTOR SHALL NOT DISTURB ANY EXISTING UTILITY VAULTS. 7. CONTRACTOR SHALL REMOVE ALL EXISTING PLANTERS AND DELIVER TO MASTERSON STATION PARK. CONTACT CHRIS TOUTANT AT CTOUTANT@LEXINGTONKY.GOV - (859)272-6105.

8. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EXISTING TRASH RECEPTACLES.

Mi croStati on v8.1 1 .9.71 4

E-SHEET NAME: R00505PL

9. CONTRACTOR SHALL MAINTAIN THE EXISTING DRAINAGE SYSTEM DURING CONSTRUCTION UNLESS OTHERWISE NOTED. 10. CONTRACTOR SHALL REMOVE ADDITIONAL SUBSURFACE MATERIAL WITHIN THE PROPOSED SOIL CELL LIMITS. SEE SOIL AND IRRIGATION PLANS FOR EXCAVATION LIMITS AND DEPTH. 11. SEE UTILITY COORDINATION PLANS FOR SANITARY SEWER MODIFICATION DETAILS. 12. SEE UTILITY COORDINATION PLANS FOR UTILITY POLE AND FIRE HYDRANT REMOVALS AND RELOCATIONS. 13. SEE STRIPING AND SIGNAGE PLANS FOR SIGN REMOVALS. REMOVED SIGNS AND SIGN POLES SHALL BE DELIVERED TO THE LEXINGTON TRAFFIC OAC AT 1515 OLD FRANKFORT PIKE, LEXINGTON, KY 40504. 14. CONTRACTOR SHALL NOT DISTURB ELECTRIC HANDHOLE WHEN ADJACENT LIGHT POLE IS NOTED TO REMAIN.

0'

20'

40'

80'

DEMOLITION PLAN TOWN BRANCH COMMONS STA. 141+00 TO STA. 146+39.65


8"

8"

W R/

8"

1 0"

SHEET NO.

FAYETTE

8"

1 2"

1 0"

1 5"

CO

R TE AN PL

1 0" 1 0" 1 2"

506+00

8" 1 5"

ITEM NO.

506+00

1 5"

505+00

504+00

503+00

E IT AN GR

E IT AN GR

. EX

502+0 0

+00 501

E IT AN GR

1 0"

1 0"

COUNTY OF

89

E IT AN GR

1 2" GRASS

1 0"

" 16

K IC BR

CURB INLET TO REMAIN

1 0" 1 8"

LIGHT POLE

LIGHT POLE TO REMAIN

1 2"

TO BE REMOVED

POS T

1 5"

CO

INLET TO REMAIN

INLET TO REMAIN

1 5"

GRASS

1 5"

D PE

E L E C H H

CONC.

GRASS

TRAV 1 6

20"

STA. 506+00

CONC.

E X. R/W EC EL

CONC.

CH UL

LIGHT POLE

CONVERT EXISTING CURB INLET TO JUNCTION BOX

LIGHT POLE TO BE REMOVED

LIGHT POLE TO BE REMOVED

JUNCTION BOX GN SI

GN SI

CH UL

1 2 " CONC.

H EM

WV

CONC. CONC.

SI GN

E L E C H H

CONC.

M

D PE

E X. R/W

CH UL

RE TAI NI NG WAL L

GRASS

TB

HH

HH

EC EL

AF TR

GRASS

MUL CH SI GN

. NC CO

JB

. NC CO

K IC BR

EC EL HH

. NC CO

V

H

W

TM

SI GN

W V

V

E.

W

EC EL HH

GN SI

" 10

GN SI

MIDLAND AVE. STA. 500+24.09 (AHEAD) = VINE ST. STA. 146+39.65, 30.05' LT. (BACK)

M A

AG

IP

M

N I

AF TR HH

N G SI

UBS SHR

CONVERT EXISTING CURB INLET TO

MATCHLINE

GN SI

HH

NE HLI C T MA

AM TRE NDS WI

EC EL

. NC CO

MI DL AND AVE

SI GN

M

FILE NAME: C:\TMP\PWISE\DMS49642\42375 D-1 0.DGN

TO BE REMOVED

TBC

8 T 8 E E SH

EC EL HH D PE

M

. NC CO

HH

CONC.

ST W V

USER: gw ynna

DATE PLOTTED: Novem ber 28, 201 8

NOTES 1. EXISTING LIGHT POLES, PEDESTRIAN SIGNAL POLES, BENCHES, PLAQUES, AND DECORATIVE SIGNS SHALL BE SALVAGED AND DELIVERED TO THE LFUCG STORAGE YARD BEHIND THE WASTE MANAGEMENT FACILITY ON ROY H MARDIS WAY. CONTACT JEFF NEAL AT JNEAL@LEXINGTONKY.GOV - (859)258-3830.

LEGEND

2. CONTRACTOR SHALL REMOVE ALL EXISTING FOUNDATIONS FROM LIGHT POLES, PEDESTRIAN SIGNAL POLES, AND SIGNING POLES IN THEIR ENTIRETY. 3. EXISTING PARKING METER POLES SHALL BE SALVAGED AND DELIVERED TO LEXPARK. CONTACT CHARLES STEPHENSON AT CSTEPHENSON@LANIERPARKING.COM.

REMOVE

4. EXISTING BIKE RACKS SHALL BE SALVAGED AND DELIVERED TO MASTERSON STATION PARK. CONTACT CHRIS COOPERRIDER AT CCOOPERRIDER@LEXINGTONKY.GOV - (859)288-2963.

5. ALL EXISTING SIGNAL POLES TO REMAIN UNLESS OTHERWISE NOTED IN SIGNAL PLANS.

SALVAGE PAVERS

6. CONTRACTOR SHALL NOT DISTURB ANY EXISTING UTILITY VAULTS. 7. CONTRACTOR SHALL REMOVE ALL EXISTING PLANTERS AND DELIVER TO MASTERSON STATION PARK. CONTACT CHRIS TOUTANT AT CTOUTANT@LEXINGTONKY.GOV - (859)272-6105.

8. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EXISTING TRASH RECEPTACLES.

Mi croStati on v8.1 1 .9.71 4

E-SHEET NAME: R00505PL

9. CONTRACTOR SHALL MAINTAIN THE EXISTING DRAINAGE SYSTEM DURING CONSTRUCTION UNLESS OTHERWISE NOTED. 10. CONTRACTOR SHALL REMOVE ADDITIONAL SUBSURFACE MATERIAL WITHIN THE PROPOSED SOIL CELL LIMITS. SEE SOIL AND IRRIGATION PLANS FOR EXCAVATION LIMITS AND DEPTH. 11. SEE UTILITY COORDINATION PLANS FOR SANITARY SEWER MODIFICATION DETAILS. 12. SEE UTILITY COORDINATION PLANS FOR UTILITY POLE AND FIRE HYDRANT REMOVALS AND RELOCATIONS. 13. SEE STRIPING AND SIGNAGE PLANS FOR SIGN REMOVALS. REMOVED SIGNS AND SIGN POLES SHALL BE DELIVERED TO THE LEXINGTON TRAFFIC OAC AT 1515 OLD FRANKFORT PIKE, LEXINGTON, KY 40504. 14. EXISTING PAVERS SHALL BE SALVAGED AND DELIVERED TO THE LFUCG STORAGE YARD BEHIND THE WASTE MANAGEMENT FACILITY ON ROY H MARDIS WAY. CONTACT GEORGE MILLIGAN AT GMILLIGAN@LEXINGTONKY.GOV - (859)327-5464.

15. CONTRACTOR SHALL NOT DISTURB ELECTRIC HANDHOLE WHEN ADJACENT LIGHT POLE IS NOTED TO REMAIN.

0'

20'

40'

80'

DEMOLITION PLAN TOWN BRANCH COMMONS STA. 500+24.09 TO STA. 506+00


E 1 2"

ST

CO NC .

CURB INLET TO BE REMOVED

CURB INLET TO BE REMOVED

8"

DO NOT DISTURB EXISTING TREES OR SHRUBS

4"

CONVERT EXISTING CURB

LIGHT POLE CONC.

6"

WM SANCO

MAG

MAG MAG

O

MAG

"

ST

CO NC .

E X. R/W

CONC.

ST

CONC.

L

GRASS

GRASS

SI GN

CONC.

CONC.

SI GN

GRASS

GRASS

M ATCHLINE

GRASS

I P

A RR

ASPH AL T

CONC.

TBC

5"

ASPH AL T

RT

1 5"

BUI L DI NG

6 CO

STA. 506+00

WV

SH

1 8"

Z

GR A SS

E.

1 0"

INLET TO JUNCTION BOX

TO BE REMOVED

STA. 51 2+00

8

" CURB INLET 6" TO BE REMOVED

I P

51 2+00

GR AS S

MAG

51 1 +00

CO NC .

51 0+00

AS PH AL T

509+00

508+00

507+00

6"

20"

90

ST

506+00

MAG

GR A SS

Z

506+00

AL RR CO

LIGHT POLE TO BE REMOVED

CO NC .

GRASS

SI GN

MATCHLINE

12"

FILE NAME: C:\TMP\PWISE\DMS49642\42375 D-1 1 .DGN

SHEET NO.

FAYETTE

CO NC .

8"

ITEM NO.

COUNTY OF

TBC

MAT

SH OR T

CONC.

F CUT OF E Y POL T I L I UT

MANHOLE TO REMAIN LIGHT POLE TO BE REMOVED

CURB INLET TO BE REMOVED

AND AVE DL MI

CONVERT EXISTING CURB INLET TO JUNCTION BOX MANHOLE TO REMAIN LIGHT POLE TO BE REMOVED

SI GN

WV

SI GN CONC.

CONC.

WVWV

E X. R/W

TRAV 1 7

WV

SI GN 20"

CONC.

W WM M

4"

3"

4"

EMH

ASPH AL T

L ANDSCAPI NG F DC

CONC.

ASPH AL T

CONC.

E MH

M ULCH

" 2 1

GRASS

CONC. 1 8"

5"

1 8"

BUI L DI NG

USER: gw ynna

DATE PLOTTED: Novem ber 28, 201 8

NOTES 1. EXISTING LIGHT POLES, PEDESTRIAN SIGNAL POLES, BENCHES, PLAQUES, AND DECORATIVE SIGNS SHALL BE SALVAGED AND DELIVERED TO THE LFUCG STORAGE YARD BEHIND THE WASTE MANAGEMENT FACILITY ON ROY H MARDIS WAY. CONTACT JEFF NEAL AT JNEAL@LEXINGTONKY.GOV - (859)258-3830.

LEGEND

2. CONTRACTOR SHALL REMOVE ALL EXISTING FOUNDATIONS FROM LIGHT POLES, PEDESTRIAN SIGNAL POLES, AND SIGNING POLES IN THEIR ENTIRETY. 3. EXISTING PARKING METER POLES SHALL BE SALVAGED AND DELIVERED TO LEXPARK. CONTACT CHARLES STEPHENSON AT CSTEPHENSON@LANIERPARKING.COM.

REMOVE

4. EXISTING BIKE RACKS SHALL BE SALVAGED AND DELIVERED TO MASTERSON STATION PARK. CONTACT CHRIS COOPERRIDER AT CCOOPERRIDER@LEXINGTONKY.GOV - (859)288-2963.

5. ALL EXISTING SIGNAL POLES TO REMAIN UNLESS OTHERWISE NOTED IN SIGNAL PLANS. 6. CONTRACTOR SHALL NOT DISTURB ANY EXISTING UTILITY VAULTS. 7. CONTRACTOR SHALL REMOVE ALL EXISTING PLANTERS AND DELIVER TO MASTERSON STATION PARK. CONTACT CHRIS TOUTANT AT CTOUTANT@LEXINGTONKY.GOV - (859)272-6105.

8. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EXISTING TRASH RECEPTACLES.

Mi croStati on v8.1 1 .9.71 4

E-SHEET NAME: R00505PL

9. CONTRACTOR SHALL MAINTAIN THE EXISTING DRAINAGE SYSTEM DURING CONSTRUCTION UNLESS OTHERWISE NOTED. 10. CONTRACTOR SHALL REMOVE ADDITIONAL SUBSURFACE MATERIAL WITHIN THE PROPOSED SOIL CELL LIMITS. SEE SOIL AND IRRIGATION PLANS FOR EXCAVATION LIMITS AND DEPTH. 11. SEE UTILITY COORDINATION PLANS FOR SANITARY SEWER MODIFICATION DETAILS. 12. SEE UTILITY COORDINATION PLANS FOR UTILITY POLE AND FIRE HYDRANT REMOVALS AND RELOCATIONS. 13. SEE STRIPING AND SIGNAGE PLANS FOR SIGN REMOVALS. REMOVED SIGNS AND SIGN POLES SHALL BE DELIVERED TO THE LEXINGTON TRAFFIC OAC AT 1515 OLD FRANKFORT PIKE, LEXINGTON, KY 40504. 14. CONTRACTOR SHALL NOT DISTURB ELECTRIC HANDHOLE WHEN ADJACENT LIGHT POLE IS NOTED TO REMAIN.

0'

20'

40'

80'

DEMOLITION PLAN TOWN BRANCH COMMONS STA. 506+00 TO STA. 512+00


SH RO PSH I R

LIGHT POLE TO REMAIN

O C SE

BUILDING

(3) 6"

6"

(3) 8"

IP SIGN

D

SI GN

2+00 STA. 51

ST

SI GN

IP

IP

8"

SIGN

SANC O CONC.

CONC.

EX. R/W

CONC.

CONC.

TRAV 18

TBC

EX. R/W

FILE NAME: C:\TMP\PWISE\DMS49642\42375 D-1 2.DGN

CURB INLET

CONVERT EXISTING CURB

TO BE REMOVED

INLET TO JUNCTION BOX

MATCHLINE

MATCHLINE

TBC

" 2 1

AND AVE DL MI

CONC.

CONC.

EX. R/W 24" 20"

51 8+00

51 8+00 ELEC HH

SIGN

GRASS

GRASS " 6

69 KV TRANSMISSION LINE

SIGN

POST

N

GRASS GRASS

. C N O C

E.

Z

BRICK

E A VE

GRASS CONC.

GRAVEL

CONC.

OR SHRUBS

8+00 STA. 51

51 7+00

6+00 51

5+00 51

51 4+00

51 3+00

51 2+00

DO NOT DISTURB EXISTING TREES

SHEET NO.

GRASS

Z IP

Z

51 2+00

FAYETTE Ex. R/W

POST

ITEM NO.

COUNTY OF

WV

6"

20" GRASS

20"

CONC.

EL JB

12"

GRASS

WM

GRASS

USER: gw ynna

DATE PLOTTED: Novem ber 28, 201 8

NOTES 1. EXISTING LIGHT POLES, PEDESTRIAN SIGNAL POLES, BENCHES, PLAQUES, AND DECORATIVE SIGNS SHALL BE SALVAGED AND DELIVERED TO THE LFUCG STORAGE YARD BEHIND THE WASTE MANAGEMENT FACILITY ON ROY H MARDIS WAY. CONTACT JEFF NEAL AT JNEAL@LEXINGTONKY.GOV - (859)258-3830.

LEGEND

2. CONTRACTOR SHALL REMOVE ALL EXISTING FOUNDATIONS FROM LIGHT POLES, PEDESTRIAN SIGNAL POLES, AND SIGNING POLES IN THEIR ENTIRETY. 3. EXISTING PARKING METER POLES SHALL BE SALVAGED AND DELIVERED TO LEXPARK. CONTACT CHARLES STEPHENSON AT CSTEPHENSON@LANIERPARKING.COM.

REMOVE

4. EXISTING BIKE RACKS SHALL BE SALVAGED AND DELIVERED TO MASTERSON STATION PARK. CONTACT CHRIS COOPERRIDER AT CCOOPERRIDER@LEXINGTONKY.GOV - (859)288-2963.

5. ALL EXISTING SIGNAL POLES TO REMAIN UNLESS OTHERWISE NOTED IN SIGNAL PLANS. 6. CONTRACTOR SHALL NOT DISTURB ANY EXISTING UTILITY VAULTS. 7. CONTRACTOR SHALL REMOVE ALL EXISTING PLANTERS AND DELIVER TO MASTERSON STATION PARK. CONTACT CHRIS TOUTANT AT CTOUTANT@LEXINGTONKY.GOV - (859)272-6105.

8. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EXISTING TRASH RECEPTACLES.

Mi croStati on v8.1 1 .9.71 4

E-SHEET NAME: R00505PL

9. CONTRACTOR SHALL MAINTAIN THE EXISTING DRAINAGE SYSTEM DURING CONSTRUCTION UNLESS OTHERWISE NOTED. 10. CONTRACTOR SHALL REMOVE ADDITIONAL SUBSURFACE MATERIAL WITHIN THE PROPOSED SOIL CELL LIMITS. SEE SOIL AND IRRIGATION PLANS FOR EXCAVATION LIMITS AND DEPTH. 11. SEE UTILITY COORDINATION PLANS FOR SANITARY SEWER MODIFICATION DETAILS. 12. SEE UTILITY COORDINATION PLANS FOR UTILITY POLE AND FIRE HYDRANT REMOVALS AND RELOCATIONS. 13. SEE STRIPING AND SIGNAGE PLANS FOR SIGN REMOVALS. REMOVED SIGNS AND SIGN POLES SHALL BE DELIVERED TO THE LEXINGTON TRAFFIC OAC AT 1515 OLD FRANKFORT PIKE, LEXINGTON, KY 40504.

0'

20'

40'

80'

DEMOLITION PLAN TOWN BRANCH COMMONS STA. 512+00 TO STA. 518+00

91


523+00

92

W / R

SANC O

SHEET NO.

FAYETTE

Z

LIGHT POLE TO BE REMOVED

ITEM NO.

COUNTY OF

524+00

. Ex

522+00

521 +00

520+00

51 9+00

MATCHLINE W Ex. R/

51 8+00

MATCHLINE

2"

Z

" 6

LEW I S ST

EXISTING SIGN OR TREES 24"

GR AS S

TBC

GRASS

SIGN

REMOVE AND RELOCATE FENCE

Z

DO NOT DISTURB

STA. 524+00

Z

TO REMAIN

SIGN

IP

MAG

WV

PK

69 KV TRANSMISSION LINE ASPHALT

ASPHALT PARKING AND CONCRETE BUILDING PADS

SIGN CONC.

CONC.

ASPHALT

ASPHALT

CONC.

8" GRASS

EX. R/W CONC.

FILE NAME: C:\TMP\PWISE\DMS49642\42375 D-1 3.DGN

SIGN

MATCHLINE

MATCHLINE

SANC O

TBC

LIGHT POLE

CONC.

8+00 STA. 51

z

GRASS

2"

CURB INLET TO BE REMOVED

CURB INLET TO BE REMOVED

AND AVE DL MI MANHOLE TO REMAIN

WV

CONC.

EX. R/W

GRASS

12"

8 AZI 2 BM 6 01 ROCK 2 6 . 7 7 =9 V. E L E

GRASS

8"

GRASS

GRASS

CONC.

MULCH

GRASS

GRASS

IP

8"

GRASS

WV

CONC.

CONC. ROCK

CONC.

10"

10"

GATE

EX. R/W

GRASS

GATE

ASPHALT

MAG

SIGN

8"

CONC.

ROCK

ROCK 10"

10"

10"

10"

10"

GATE

GATE

4"CPP POSSIBLE FOR TREE

GRASS

GATE

GATE

Z

Z

USER: gw ynna

DATE PLOTTED: Novem ber 28, 201 8

NOTES 1. EXISTING LIGHT POLES, PEDESTRIAN SIGNAL POLES, BENCHES, PLAQUES, AND DECORATIVE SIGNS SHALL BE SALVAGED AND DELIVERED TO THE LFUCG STORAGE YARD BEHIND THE WASTE MANAGEMENT FACILITY ON ROY H MARDIS WAY. CONTACT JEFF NEAL AT JNEAL@LEXINGTONKY.GOV - (859)258-3830.

LEGEND

2. CONTRACTOR SHALL REMOVE ALL EXISTING FOUNDATIONS FROM LIGHT POLES, PEDESTRIAN SIGNAL POLES, AND SIGNING POLES IN THEIR ENTIRETY. 3. EXISTING PARKING METER POLES SHALL BE SALVAGED AND DELIVERED TO LEXPARK. CONTACT CHARLES STEPHENSON AT CSTEPHENSON@LANIERPARKING.COM.

REMOVE

4. EXISTING BIKE RACKS SHALL BE SALVAGED AND DELIVERED TO MASTERSON STATION PARK. CONTACT CHRIS COOPERRIDER AT CCOOPERRIDER@LEXINGTONKY.GOV - (859)288-2963.

5. ALL EXISTING SIGNAL POLES TO REMAIN UNLESS OTHERWISE NOTED IN SIGNAL PLANS. 6. CONTRACTOR SHALL NOT DISTURB ANY EXISTING UTILITY VAULTS. 7. CONTRACTOR SHALL REMOVE ALL EXISTING PLANTERS AND DELIVER TO MASTERSON STATION PARK. CONTACT CHRIS TOUTANT AT CTOUTANT@LEXINGTONKY.GOV - (859)272-6105.

8. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EXISTING TRASH RECEPTACLES.

Mi croStati on v8.1 1 .9.71 4

E-SHEET NAME: R00505PL

9. CONTRACTOR SHALL MAINTAIN THE EXISTING DRAINAGE SYSTEM DURING CONSTRUCTION UNLESS OTHERWISE NOTED. 10. CONTRACTOR SHALL REMOVE ADDITIONAL SUBSURFACE MATERIAL WITHIN THE PROPOSED SOIL CELL LIMITS. SEE SOIL AND IRRIGATION PLANS FOR EXCAVATION LIMITS AND DEPTH. 11. SEE UTILITY COORDINATION PLANS FOR SANITARY SEWER MODIFICATION DETAILS. 12. SEE UTILITY COORDINATION PLANS FOR UTILITY POLE AND FIRE HYDRANT REMOVALS AND RELOCATIONS. 13. SEE STRIPING AND SIGNAGE PLANS FOR SIGN REMOVALS. REMOVED SIGNS AND SIGN POLES SHALL BE DELIVERED TO THE LEXINGTON TRAFFIC OAC AT 1515 OLD FRANKFORT PIKE, LEXINGTON, KY 40504.

0'

20'

40'

80'

DEMOLITION PLAN TOWN BRANCH COMMONS STA. 518+00 TO STA. 524+00


N IG S

G R A S S

C O N C .

M

R / W

IR D

U L C H

52 8+ 00

527+00

E X .

E . T H

N IG S

IP

Z

526+00

525+00

N IG S

C O N C .

G R A S S

S T

N IG S

6"

G R A S S

GLM

M

U L C H

G R A S S

N IG S

U L C H

CURB INLET TO REMAIN

BUI L DI NG MULCH

12"

93

MAG

M

WV WV

GLM

SHEET NO.

P E D

EMH

CURB INLET TO BE REMOVED

N IG S

12"

GV

ITEM NO.

FAYETTE

G R A S S

12"

WM

COUNTY OF

G R A S S

C O N C .

524+00

524+00

z

IP

8 "

C O N C .

B R IC K

69 K V TRANSMI SSI ON L I NE

EX. R/W

SIGN

PED MULCH

GRASS

I D LA

T B J B

M

TCO RN AC V. 2 0

TBC

G R A S S

D

CONC.

CONC.

U L C H

N

CONC.

TRAV 19

T R H AF H

C

M G R A S S

PED

PRAP RI

REMOVE AND SALVAGE STONES FROM

CONVERT EXISTING CURB

MATCHLINE

INLET TO JUNCTION BOX

EXISTING STONE WALL

AND AVE DL MI

G R A S S

I P

SI GN

I P

SP

12" GRASS

EX. R/W

GRASS CONC.

12"

SIGN

END CONSTRUCTION STA. 528+92.68

GV CONC.

ROCK

ROCK

CONC.

GRASS

SIGN

10"

10"

ROCK

CONC.

ROCK

GRASS

10"

10"

10"

GV

Z

C O G N R C A . S S

ASPHALT

Z

ASPHALT

B U IL D IN G C O N C .

WM WM

W M

Z

GRAVEL

5 3 0 + 0 0

SI GN

FILE NAME: C:\TMP\PWISE\DMS49642\42375 D-1 4.DGN

CONC.

P LA

3"

8"

E

GRASS

4"

RIPRAP

STA. 524+00

GRASS

5 2 9 + 0 0

TRAF HH

ASPHALT

E X . W

R / W M

G R A S S

5 "

C O N C .

Z

ASPHALT

VEL GRA

NE STO ERS PAV

Z

Z

1 0 "

M FFE=

A G

983.69 CONC.

NG LDI BUI

USER: gw ynna

DATE PLOTTED: Novem ber 28, 201 8

NOTES 1. EXISTING LIGHT POLES, PEDESTRIAN SIGNAL POLES, BENCHES, PLAQUES, AND DECORATIVE SIGNS SHALL BE SALVAGED AND DELIVERED TO THE LFUCG STORAGE YARD BEHIND THE WASTE MANAGEMENT FACILITY ON ROY H MARDIS WAY. CONTACT JEFF NEAL AT JNEAL@LEXINGTONKY.GOV - (859)258-3830.

LEGEND

2. CONTRACTOR SHALL REMOVE ALL EXISTING FOUNDATIONS FROM LIGHT POLES, PEDESTRIAN SIGNAL POLES, AND SIGNING POLES IN THEIR ENTIRETY. 3. EXISTING PARKING METER POLES SHALL BE SALVAGED AND DELIVERED TO LEXPARK. CONTACT CHARLES STEPHENSON AT CSTEPHENSON@LANIERPARKING.COM.

REMOVE

4. EXISTING BIKE RACKS SHALL BE SALVAGED AND DELIVERED TO MASTERSON STATION PARK. CONTACT CHRIS COOPERRIDER AT CCOOPERRIDER@LEXINGTONKY.GOV - (859)288-2963.

5. ALL EXISTING SIGNAL POLES TO REMAIN UNLESS OTHERWISE NOTED IN SIGNAL PLANS. 6. CONTRACTOR SHALL NOT DISTURB ANY EXISTING UTILITY VAULTS. 7. CONTRACTOR SHALL REMOVE ALL EXISTING PLANTERS AND DELIVER TO MASTERSON STATION PARK. CONTACT CHRIS TOUTANT AT CTOUTANT@LEXINGTONKY.GOV - (859)272-6105.

8. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EXISTING TRASH RECEPTACLES.

Mi croStati on v8.1 1 .9.71 4

E-SHEET NAME: R00505PL

9. CONTRACTOR SHALL MAINTAIN THE EXISTING DRAINAGE SYSTEM DURING CONSTRUCTION UNLESS OTHERWISE NOTED. 10. CONTRACTOR SHALL REMOVE ADDITIONAL SUBSURFACE MATERIAL WITHIN THE PROPOSED SOIL CELL LIMITS. SEE SOIL AND IRRIGATION PLANS FOR EXCAVATION LIMITS AND DEPTH. 11. SEE UTILITY COORDINATION PLANS FOR SANITARY SEWER MODIFICATION DETAILS. 12. SEE UTILITY COORDINATION PLANS FOR UTILITY POLE AND FIRE HYDRANT REMOVALS AND RELOCATIONS. 13. SEE STRIPING AND SIGNAGE PLANS FOR SIGN REMOVALS. REMOVED SIGNS AND SIGN POLES SHALL BE DELIVERED TO THE LEXINGTON TRAFFIC OAC AT 1515 OLD FRANKFORT PIKE, LEXINGTON, KY 40504. 14. REMOVE AND SALVAGE STONES FROM EXISTING STONE WALL AND DELIVER TO THE LFUCG STORAGE YARD BEHIND THE WASTE MANAGEMENT FACILITY ON ROY H MARDIS WAY. CONTACT GEORGE MILLIGAN AT GMILLIGAN@LEXINGTONKY.GOV - (859)327-5464.

0'

20'

40'

80'

DEMOLITION PLAN TOWN BRANCH COMMONS STA. 524+00 TO STA. 528+92.68


WALL

H6

SIGNATURE WALL

H7

VEHICULAR WALL

H8

TYPICAL WALL

SHEET NO.

100

FAYETTE

PRECAST CONCRETE

H5

303+00

FLUSH CURB PAVER

ITEM NO.

303+00

H4

302+00

301 +00

300+00

LEGEND

COUNTY OF

BEGIN CONSTRUCTION

N ST W.MAI

LIGHT SHADED AREA INDICATES PAVING ACTIVITIES WILL TAKE PLACE

4

3

6

5

32

54

55

7

8

56

9

58

10 59

60

61

11

12

33

PLANTING AREA

27 42

43 44

34

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-1 .DGN

57

45 46

MATCHLINE TBC STA. 303+00

STA. 299+90.49

47

2

TU CKER ST

28 1

26

41

17

23

20

29

48

25

30

49 50

51 52

24

53

31

18

21

TIE IN @ EXISTING

SEE HARDSCAPE AND MATERIAL SHEETS FOR WALL AND TRANSITION DETAILS

NOTE: FACE OF CURB POINTS ARE AT GUTTER LINE ELEVATIONS ARE AT GUTTERLINE

NOTE: TIE-IN COORDINATED WITH LCC

STA. 300+92.76 OFF. 42.08' RT 17 ELEV. 943.91

STA. 302+00.00 OFF. 36.51' RT 32 ELEV. 942.29

STA. 301+15.70 OFF. 21.58' RT ELEV. 944.01

2

STA. 300+92.71 OFF. 36.71' RT 18 ELEV. 944.06

STA. 302+00.00 OFF. 57.10' RT 33 ELEV. 942.69

STA. 301+16.76 OFF. 21.58' RT 52 ELEV. 944.01

3

STA. 301+00.00 OFF. 23.40' RT 20 ELEV. 944.21

STA. 302+50.00 STA. 301+13.99 OFF. 36.50' RT 34 OFF. 34.98' RT ELEV. 940.69 ELEV. 943.96

1

STA. 301+08.30 STA. 302+50.00 STA. 301+13.43 OFF. 21.00' RT 21 OFF. 57.09' RT 41 OFF. 36.49' RT ELEV. 944.12 ELEV. 941.10 ELEV. 943.93

ELEV. 944.22 STA. 301+55.38 OFF. 57.11' RT ELEV. 944.00 STA. 301+56.38

53 OFF. 57.11' RT ELEV. 943.97 STA. 301+51.69

54 OFF. 21.00' RT ELEV. 942.91

5

STA. 301+25.00 OFF. 21.00' RT 23 ELEV. 943.68

STA. 303+00.00 STA. 301+38.72 OFF. 36.50' RT 42 OFF. 34.98' RT 55 ELEV. 939.06 ELEV. 944.06

STA. 301+55.69 OFF. 21.00' RT ELEV. 942.79

E-SHEET NAME: R00505PL

4

STA. 301+48.05

51 OFF. 57.11' RT

6

STA. 301+50.00 OFF. 21.00' RT 24 ELEV. 942.96

STA. 303+00.00 STA. 301+39.72 OFF. 57.07' RT 43 OFF. 34.98' RT 56 ELEV. 939.29 ELEV. 944.03

STA. 302+01.28 OFF. 21.00' RT ELEV. 941.44

7

STA. 301+75.00 OFF. 21.00' RT 25 ELEV. 942.21

STA. 301+47.05 STA. 300+92.88 44 OFF. 34.98' RT 57 OFF. 56.99' RT ELEV. 943.82

STA. 302+05.28 OFF. 21.00' RT ELEV. 941.32

8

STA. 302+00.00 OFF. 21.00' RT 26 ELEV. 941.48

STA. 300+92.77 STA. 301+48.05 OFF. 43.00' RT 45 OFF. 34.98' RT 58 ELEV. 943.87 ELEV. 943.79

STA. 302+47.13 OFF. 21.00' RT ELEV. 939.96

9

STA. 302+25.00 OFF. 21.00' RT 27 ELEV. 940.68

STA. 300+93.13 OFF. 33.01' RT 46 ELEV. 944.13

STA. 302+51.13 OFF. 21.00' RT ELEV. 939.85

Mi croStati on v8.1 1 .9.71 4

USER: hol tonr

DATE PLOTTED: Novem ber 28, 201 8

NOTES

10

STA. 302+50.00 OFF. 21.00' RT 28 ELEV. 939.88

STA. 300+99.96 STA. 301+56.38 OFF. 33.19' RT 47 OFF. 34.98' RT 60 ELEV. 943.99 ELEV. 943.54

STA. 302+59.65 OFF. 21.00' RT ELEV. 939.62

STA. 302+75.00

STA. 300+99.35

STA. 302+73.47

11 OFF. 21.00' RT

12

29 OFF. 43.18' RT

STA. 301+55.38 OFF. 34.98' RT 59 ELEV. 943.57

STA. 301+38.72

48 OFF. 57.09' RT

ELEV. 939.09

ELEV. 943.91

ELEV. 944.50

STA. 303+00.00 OFF. 21.00' RT 30 ELEV. 938.38

STA. 301+02.73 OFF. 57.00' RT 49 ELEV. 943.47

STA. 301+39.72 OFF. 57.09' RT ELEV. 944.47

STA. 301+05.92 31 OFF. 57.00' RT 50 ELEV. 943.61

STA. 301+47.05 OFF. 57.11' RT ELEV. 944.25

0'

10'

20'

40'

61 OFF. 21.00' RT ELEV. 939.14

GRADING PLAN TOWN BRANCH COMMONS STA. 299+90.49 TO STA. 303+00


305+00

VEHICULAR WALL

H8

TYPICAL WALL

N ST W.MAI

LIGHT SHADED AREA INDICATES PAVING ACTIVITIES WILL TAKE PLACE

97

96

2

1

17

PI STA 306+04.51

H7

306+00

SIGNATURE WALL

101

MATCHLI 306+NE 00TBC STA. 306+00

WALL

H6

SHEET NO.

FAYETTE

PRECAST CONCRETE

H5

ITEM NO.

306+00

FLUSH CURB PAVER

FELI X ST

304+00

303+00

H4

MATCHLINE TBC STA. 303+00

303+00

LEGEND

COUNTY OF

18

PLANTING AREA

3 FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-2.DGN

30

31 32

33 29 4

6

5

34

37

36 38

91 92

93 94

7

39

15

35

64

90

66

65

SEE HARDSCAPE AND MATERIAL SHEETS FOR WALL AND TRANSITION DETAILS

40

41 42

68

69

67

95

10

9

8

48

43

14

13

12

11

49

76

70

75

24

25

21

NOTE: TIE-IN COORDINATED WITH LCC

STA. 303+20.41 OFF. 21.00' RT 14 ELEV. 937.74

STA. 306+00.00 OFF. 37.14' RT 35 ELEV. 937.14

STA. 303+20.40 STA. 303+99.52 OFF. 57.07' RT 65 OFF. 57.00' RT 95 ELEV. 938.45 ELEV. 937.52

STA. 304+23.93 OFF. 56.95' RT ELEV. 937.45

2

STA. 303+25.00 OFF. 22.82' RT 15 ELEV. 937.63

STA. 303+50.00 OFF. 57.04' RT 36 ELEV. 937.86

STA. 304+10.74 OFF. 37.58' RT 66 ELEV. 937.08

STA. 304+14.60 OFF. 57.00' RT 96 ELEV. 937.45

STA. 303+06.96 OFF. 21.00' RT ELEV. 938.18

STA. 303+50.00 OFF. 32.75' RT 17 ELEV. 937.00

STA. 303+19.40 OFF. 21.58' RT 37 ELEV. 938.28

STA. 304+11.93 OFF. 37.58' RT ELEV. 937.08

STA. 304+15.60

STA. 303+10.96

3

4

STA. 303+60.70 OFF. 37.00' RT 18 ELEV. 936.85

STA. 303+20.40 OFF. 21.62' RT 38 ELEV. 938.25

STA. 304+14.46 OFF. 37.58' RT 68 ELEV. 937.07

STA. 304+22.93 OFF. 56.96' RT ELEV. 937.44

5

STA. 303+75.00 STA. 305+00.00 OFF. 37.00' RT 21 OFF. 56.37' RT 39 ELEV. 936.71 ELEV. 937.57

STA. 304+15.46 OFF. 37.58' RT 69 ELEV. 937.06

STA. 304+27.58 OFF. 56.91' RT ELEV. 937.43

E-SHEET NAME: R00505PL

6

STA. 304+00.00 OFF. 37.00' RT 24 ELEV. 936.61

STA. 305+50.00 OFF. 55.99' RT 40 ELEV. 937.79

STA. 304+22.79 OFF. 37.58' RT 70 ELEV. 937.07

STA. 304+28.61 OFF. 56.90' RT ELEV. 937.43

7

STA. 304+25.00 OFF. 37.00' RT 25 ELEV. 936.57

STA. 306+00.00 STA. 304+23.79 OFF. 55.62' RT 41 OFF. 37.58' RT 75 ELEV. 937.92 ELEV. 937.08

STA. 304+69.59 OFF. 56.59' RT ELEV. 937.48

8

STA. 304+50.00 OFF. 37.00' RT 29 ELEV. 936.62

STA. 303+19.40 OFF. 35.00' RT 42 ELEV. 938.35

STA. 304+30.86 OFF. 37.58' RT 76 ELEV. 937.09

STA. 304+70.70 OFF. 56.59' RT ELEV. 937.48

9

STA. 304+75.00 OFF. 37.00' RT 30 ELEV. 936.69

STA. 303+02.73 OFF. 35.00' RT 43 ELEV. 938.94

STA. 304+31.87 OFF. 37.58' RT 90 ELEV. 937.09

STA. 303+02.73 OFF. 57.07' RT ELEV. 939.17

10

USER: hol tonr

DATE PLOTTED: Novem ber 28, 201 8

1

Mi croStati on v8.1 1 .9.71 4

NOTES

67 OFF. 56.99' RT ELEV. 937.45

STA. 305+00.00 STA. 303+03.73 OFF. 37.00' RT 31 OFF. 35.00' RT 48 ELEV. 936.78 ELEV. 938.90

STA. 304+78.28 STA. 303+03.73 OFF. 37.58' RT 91 OFF. 57.07' RT ELEV. 937.21 ELEV. 939.12

STA. 305+25.00

STA. 304+79.38

STA. 303+11.06

11 OFF. 37.00' RT 32 OFF. 35.00' RT

49 OFF. 37.58' RT

92

STA. 303+11.06 OFF. 57.07' RT ELEV. 938.80

ELEV. 936.89

ELEV. 938.63

ELEV. 937.21

12

STA. 305+50.00 OFF. 37.00' RT 33 ELEV. 937.02

STA. 303+12.06 OFF. 35.00' RT 55 ELEV. 938.60

STA. 305+11.46 OFF. 37.58' RT ELEV. 937.33

93

STA. 303+12.06 OFF. 57.07' RT ELEV. 938.75

13

STA. 305+75.00 OFF. 37.00' RT 34 ELEV. 937.09

STA. 303+19.40 STA. 303+98.34 OFF. 36.50' RT 64 OFF. 57.00' RT 94 ELEV. 938.36 ELEV. 937.52

STA. 303+19.40 OFF. 57.07' RT ELEV. 938.47

97 OFF. 21.00' RT ELEV. 938.05

ON R CORPORATI NTE NGTON CE XI E L D.B. 1105 PG. 522 TRACT II P.C. B SL 378

0'

10'

20'

40'

GRADING PLAN TOWN BRANCH COMMONS STA. 303+00 TO STA. 306+00


. W

AI M

ST

47

+00 01 1

LIGHT SHADED AREA INDICATES PAVING ACTIVITIES WILL TAKE PLACE

PLANTING AREA

25

30

102 +0 0

10

MAIN ST. STA. 306+70.51 (BACK)

31

9

71

26

72

12

20 19

ST

23

N AI M

24

8 13

1

131

32

7

130

14

29 82

73

83

6

55

56 94

PLANTING AREA

59

5

60

34

65

21

15 95

4

85

61

62

67

68

96

86

97

87 57

22

ST A. 102 +5 0

00 + 6 30

84 35

96

58

38

97 17 89 91

98

117 101

100

88

42

M

102 113

103

92 18

41

118

39

90 104

114

105

43

106

107

MA TC HL IN E

NE LI CH AT

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-3.DGN

99

37

93

TB C

3

2

102

T NE S I V . W

VINE ST. STA. 100+00 (AHEAD) =

. W

SHEET NO.

FAYETTE

N AI M

00 + 0 10

. W

ITEM NO.

COUNTY OF

PLANTING AREA

108

C TB

40

109

LEGEND

A. ST

110 45

H4

FLUSH CURB PAVER

00 6+ 30

46

H5

PRECAST CONCRETE WALL

H6

SIGNATURE WALL

H7

VEHICULAR WALL

H8

TYPICAL WALL

NOTE: TIE-IN COORDINATED WITH LCC

SEE HARDSCAPE AND MATERIAL SHEETS FOR WALL AND TRANSITION DETAILS

NOTES 1

2

3

4

E-SHEET NAME: R00505PL

5

6

Mi croStati on v8.1 1 .9.71 4

USER: hol tonr

DATE PLOTTED: Novem ber 28, 201 8

NOTE:

10

7

8

9

STA. 102+45.71 OFF. 1.00' LT ELEV. 938.95

14

STA. 306+16.13 OFF. 37.37' RT ELEV. 937.22

15

STA. 102+00.00 OFF. 27.00' RT ELEV. 939.08

40

STA. 102+25.00 OFF. 27.00' RT 28 ELEV. 939.25

STA. 306+25.00 OFF. 33.36' RT ELEV. 937.28

92

STA. 100+19.01 OFF. 57.45' RT ELEV. 938.89

STA. 101+25.08

STA. 101+12.99

STA. 101+23.40

55 OFF. 45.79' RT

68 OFF. 60.27' RT

29 OFF. 34.35' RT

STA. 306+27.18

42 OFF. 33.01' RT

ELEV. 938.66

STA. 306+47.90 OFF. 22.99' RT 17 ELEV. 937.44

STA. 306+50.00 OFF. 39.90' RT 30 ELEV. 938.21

STA. 306+50.00 OFF. 23.15' RT 18 ELEV. 937.46

STA. 306+50.00 STA. 101+07.01 OFF. 53.90' RT 31 OFF. 27.00' RT ELEV. 938.43 ELEV. 937.96

STA. 306+70.51 OFF. 25.27' RT 19 ELEV. 937.70

STA. 100+48.14 OFF. 27.00' RT ELEV. 937.89

STA. 101+02.54 OFF. 27.00' RT ELEV. 937.94

STA. 100+25.00 OFF. 26.78' RT 20 ELEV. 937.95

STA. 100+63.61 OFF. 27.00' RT ELEV. 937.85

ELEV. 937.80

ELEV. 938.77

STA. 306+23.04

43 OFF. 40.88' RT

STA. 101+22.09

STA. 101+93.40

ELEV. 939.03

STA. 101+14.29

STA. 101+83.77

82 OFF. 28.05' RT

ELEV. 938.55

ELEV. 939.33

STA. 101+11.22

STA. 101+86.41

83 OFF. 27.58' RT

ELEV. 938.97 STA. 306+14.37

45 OFF. 55.23' RT

ELEV. 938.70

STA. 101+12.53

58 OFF. 59.80' RT

ELEV. 937.98

ELEV. 938.98

STA. 306+15.52

46 OFF. 55.19' RT

STA. 101+02.85

59 OFF. 45.35' RT

ELEV. 937.98

ELEV. 938.72

STA. 100+10.69

ELEV. 940.26

STA. 102+03.22

STA. 102+38.83

STA. 101+25.31

ELEV. 939.61

ELEV. 940.32

STA. 102+04.64

STA. 102+40.25

ELEV. 939.62

ELEV. 940.33

STA. 102+21.74

STA. 102+42.25

96 OFF. 46.00' RT 109 OFF. 63.00' RT

ELEV. 939.36

ELEV. 940.01

ELEV. 940.33

STA. 101+85.48

STA. 102+10.92

STA. 102+43.25

71 OFF. 27.00' RT 84 OFF. 46.00' RT 97 OFF. 47.50' RT 110 OFF. 63.00' RT ELEV. 938.05

ELEV. 939.63

STA. 101+38.72

STA. 101+86.70

72 OFF. 27.00' RT 85 OFF. 45.99' RT ELEV. 938.22

ELEV. 939.65

ELEV. 939.96 STA. 102+12.91 ELEV. 939.98

STA. 101+04.07

STA. 101+38.95

STA. 101+85.50

STA. 102+13.91

73 OFF. 34.35' RT

86 OFF. 47.50' RT

99 OFF. 47.50' RT

STA. 100+75.00 OFF. 27.00' RT 22 ELEV. 937.82

STA. 100+25.00 OFF. 55.79' RT 35 ELEV. 938.88

STA. 101+61.46 OFF. 47.50' RT ELEV. 939.31

48 OFF. 36.36' RT

STA. 101+00.00 OFF. 27.00' RT 23 ELEV. 937.93

STA. 100+38.62 OFF. 27.00' RT ELEV. 937.92

STA. 101+00.36

61 OFF. 59.26' RT

ELEV. 938.48

ELEV. 938.92

STA. 100+13.79

STA. 101+01.67

49 OFF. 46.30' RT 62 OFF. 59.32' RT ELEV. 938.66 STA. 102+12.38

ELEV. 937.90

ELEV. 939.97

STA. 101+50.00 OFF. 27.00' RT 25 ELEV. 938.36

STA. 100+72.57 OFF. 27.00' RT 38 ELEV. 937.83

STA. 102+23.16 OFF. 46.00' RT ELEV. 940.02

STA. 101+75.00 OFF. 27.00' RT 26 ELEV. 938.67

STA. 100+77.04 OFF. 27.00' RT 39 ELEV. 937.83

STA. 102+24.67 OFF. 47.50' RT 52 ELEV. 940.05

ELEV. 938.83

ELEV. 939.98

STA. 101+86.73

STA. 102+18.91

STA. 102+42.25

ELEV. 939.67

ELEV. 940.02

ELEV. 940.10

STA. 101+80.99

STA. 102+19.91

STA. 102+43.25

88 OFF. 63.00' RT 101 OFF. 47.50' RT 114 OFF. 47.50' RT ELEV. 939.82

ELEV. 940.02

STA. 101+83.04

STA. 102+23.25

ELEV. 940.10

0'

10'

20'

40'

89 OFF. 63.00' RT 102 OFF. 47.50' RT ELEV. 939.85

STA. 100+14.28

51 OFF. 47.78' RT

90

ELEV. 938.69 STA. 100+15.54 OFF. 47.74' RT ELEV. 938.70

ELEV. 939.65

87 OFF. 47.50' RT 100 OFF. 47.50' RT 113 OFF. 47.50' RT

ELEV. 938.93

STA. 100+15.04 OFF. 46.26' RT ELEV. 938.67

ELEV. 940.34

98 OFF. 47.50' RT

47 OFF. 36.40' RT 60 OFF. 45.40' RT

STA. 100+11.88

ELEVATION POINTS ON EAST SIDE OF VINE STREET

95 OFF. 27.58' RT 108 OFF. 63.00' RT

STA. 101+59.67 OFF. 46.03' RT ELEV. 939.26

ELEV. 938.72

SEE SHEETS 103 FOR STATION, OFFSET AND

STA. 102+19.91

ELEV. 940.01

STA. 100+50.00 STA. 100+25.00 OFF. 27.00' RT 21 OFF. 41.77' RT 34 ELEV. 937.89 ELEV. 938.67

ELEV. 938.47

118

STA. 102+43.25 STA. 101+42.74 OFF. 46.00' RT 131 OFF. 30.48' RT ELEV. 940.08 ELEV. 938.82

94 OFF. 27.58' RT 107 OFF. 63.00' RT

ELEV. 939.04

57 OFF. 59.74' RT

STA. 101+95.36 STA. 102+13.91 OFF. 63.00' RT 105 OFF. 63.00' RT ELEV. 940.04 ELEV. 940.21

93 OFF. 63.00' RT 106 OFF. 63.00' RT

67 OFF. 60.21' RT

56 OFF. 44.91' RT

ELEV. 937.87

STA. 101+23.71

32 OFF. 37.95' RT

STA. 100+43.09

13

STA. 100+17.63 OFF. 57.34' RT ELEV. 938.88

STA. 100+75.00 STA. 306+25.69 OFF. 61.86' RT 41 OFF. 33.68' RT 54 ELEV. 938.86 ELEV. 937.79

24 OFF. 27.00' RT 37 OFF. 47.50' RT 50

12

STA. 102+25.00 OFF. 63.00' RT 53 ELEV. 940.29

65

STA. 101+23.14 OFF. 46.24' RT ELEV. 938.83

ELEV. 940.05

STA. 101+85.69 STA. 102+12.91 OFF. 63.00' RT 103 OFF. 63.00' RT ELEV. 939.89 ELEV. 940.21

STA. 101+87.02 STA. 102+18.91 91 OFF. 62.98' RT 104 OFF. 63.00' RT ELEV. 939.91 ELEV. 940.25

117

STA. 102+42.25 STA. 101+42.00 OFF. 46.00' RT 130 OFF. 31.25' RT ELEV. 940.08 ELEV. 938.82

GRADING PLAN TOWN BRANCH COMMONS STA. 306+00 TO STA. 102+50


ALGONQ

N ST W.MAI

COUNTY OF

N ST W.MAI 14

SHEET NO.

103

FAYETTE

13

12

11 10

34

35

9

N ST W.MAI 1 2

24

PLA NTI NG ARE A

37

59

8

36 TIE IN AT EXISTING

3 38

40

W. VI NE

ITEM NO.

51 55 15

39

25

ST 4

67

10 1+ 00

56

16

17

18

31

68

27

32 26

5 30 19

41

29

60 33

PLA NTI NG ARE A

61

28

7 6

N ST ALGONQUI

42

20 43

69

66

65

64

62

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-3A.DGN

63 49 LIGHT SHADED AREA INDICATES PAVING ACTIVITIES WILL TAKE PLACE

50

CONSTRUCT NEW SIDEWALK RAMPS WITH DETECTABLES 58

MATCH EXISTING SIDEWALK

70

AND CURB ELEVATIONS 44

N ST W.MAI

21

22

46

0 0 + 2 10

PLA NTI NG ARE A

47

LEGEND

45

H4

H5

H6

23

FLUSH CURB PAVER

PRECAST CONCRETE WALL

SIGNATURE WALL

WV H7

VEHICULAR WALL

SEE HARDSCAPE AND MATERIAL SHEETS FOR WALL AND TRANSITION DETAILS

H8

89

TYPICAL WALL

INSET CROSS WALK NORTH SIDE OF MAIN STREET

1

1

STA. 100+41.96 OFF. 0.97' LT ELEV. 938.39

14

STA. 100+41.67 OFF. 4.14' LT ELEV. 938.40

27

STA. 101+71.30 OFF. 40.27' LT ELEV. 939.25

40

STA. 101+41.67 OFF. 26.59' LT ELEV. 939.27

56

STA. 101+40.54 OFF. 20.72' LT ELEV. 939.44

2

STA. 100+50.00 OFF. 1.00' LT 15 ELEV. 938.42

STA. 102+20.83 28 OFF. 104.93' LT

STA. 101+74.57 OFF. 29.42' LT ELEV. 939.90

41

STA. 102+00.57 58 OFF. 62.26' LT

3

STA. 100+74.98 OFF. 0.95' LT 16 ELEV. 938.39

STA. 102+00.00 OFF. 79.30' LT 29 ELEV. 939.22

STA. 101+76.54 OFF. 40.98' LT ELEV. 939.82

42

STA. 102+18.93 OFF. 68.73' LT

STA. 101+00.00 OFF. 1.00' LT ELEV. 938.35

STA. 101+75.00

17 OFF. 44.90' LT

STA. 101+26.04 OFF. 0.95' LT ELEV. 938.50

43

STA. 102+30.06 60 OFF. 72.85' LT

STA. 101+08.99 OFF. 84.11' LT

STA. 101+25.00 OFF. 0.95' LT ELEV. 938.49

18

44

STA. 102+50.16 OFF. 54.47' LT

STA. 101+19.60 OFF. 91.49' LT

STA. 101+42.48 OFF. 0.96' LT ELEV. 938.65

19

45

STA. 102+46.99 62 OFF. 41.15' LT

STA. 101+26.28 OFF. 75.91' LT

7

STA. 101+44.02 OFF. 2.58' LT ELEV. 938.69

20

46

STA. 102+46.16 OFF. 41.27' LT

63

STA. 101+22.31 OFF. 72.76' LT

8

STA. 101+44.00 OFF. 47.75' LT ELEV. 939.26

21 OFF. 1.31' LT

47

STA. 102+35.74 64 OFF. 27.37' LT

STA. 101+17.81 OFF. 70.80' LT

STA. 101+41.94 OFF. 49.08' LT ELEV. 939.23

22 OFF. 1.00' LT

65

STA. 101+12.89 OFF. 74.54' LT

66

STA. 101+10.70 OFF. 79.82' LT

4

E-SHEET NAME: R00505PL

5

6

Mi croStati on v8.1 1 .9.71 4

USER: hol tonr

DATE PLOTTED: Novem ber 28, 201 8

NOTES

10

9

13

ELEV. 939.23 STA. 101+72.58 OFF. 42.00' LT ELEV. 939.25

31 OFF. 7.58' LT

STA. 101+26.19

STA. 101+69.76 OFF. 24.57' LT ELEV. 939.27

32 OFF. 7.58' LT

ELEV. 939.05 STA. 101+37.84 ELEV. 939.16

STA. 101+75.00 OFF. 15.38' LT 33 ELEV. 939.25

STA. 101+37.99 OFF. 0.97' LT ELEV. 938.61

STA. 102+00.00

STA. 101+30.33

34 OFF. 40.63' LT

ELEV. 939.13

ELEV. 939.10

STA. 102+05.27

ELEV. 939.20

STA. 101+25.00 OFF. 37.11' LT 23 ELEV. 939.04

STA. 102+25.00 OFF. 1.00' LT 36 ELEV. 939.04

STA. 101+41.76 OFF. 38.59' LT ELEV. 939.38

STA. 101+00.00

STA. 101+31.47

STA. 101+31.12

24 OFF. 38.41' LT

37 OFF. 29.26' LT

49

STA. 102+11.61 OFF. 33.66' LT

SEE SHEETS 102 AND 104 FOR STATION, OFFSET AND ELEVATION POINTS ON WEST SIDE OF VINE STREET

STA. 102+00.00 OFF. 15.42' LT

STA. 101+40.22 ELEV. 939.25

61

0'

50

ELEV. 939.51

STA. 101+92.50 OFF. 3.57' LT ELEV. 939.66

STA. 100+75.00 OFF. 12.96' LT 25 ELEV. 938.63

STA. 101+26.22 OFF. 9.04' LT ELEV. 939.08

38 OFF. 38.58' LT

40'

ELEV. 939.14

ELEV. 939.22

ELEV. 939.48

ELEV. 939.20

STA. 100+50.00 OFF. 5.88' LT 26 ELEV. 938.45

STA. 101+68.79 OFF. 28.02' LT ELEV. 939.27

STA. 101+44.01 OFF. 26.58' LT ELEV. 939.05

STA. 101+29.79 OFF. 23.45' LT ELEV. 939.39

STA. 101+83.85 OFF. 7.14' LT ELEV. 939.19

STA. 101+40.87

STA. 101+98.77

51 OFF. 22.40' LT

68 OFF. 77.79' LT

55

20'

STA. 101+91.59

ELEV. 939.31

STA. 101+44.00

10'

67 OFF. 67.15' LT

ELEV. 938.82

39

70

59 OFF. 44.69' LT

STA. 101+39.06

35 OFF. 46.89' LT

ELEV. 939.10

11 OFF. 23.18' LT

12

30

NOTE:

69

GRADING PLAN TOWN BRANCH COMMONS MAIN & VINE INTERSECTION DETAILS


04+00 1

03+00 1

15

14

104

FAYETTE

00 5+ 10

69

SHEET NO.

A. ST

13

68

ITEM NO.

C TB

TIE IN TO EXISTING CURB

12

67

E IN HL TC MA

17

00 5+ 10

PLANTING AREA

COUNTY OF

16

11 LIGHT SHADED AREA INDICATES PAVING ACTIVITIES WILL TAKE PLACE

STA. 1 02+50

W. VINE ST

5

4

3

2

1

37

10

6

7

38

9

8

83

41

39

44

42 43

21

84

PLANTING AREA

25

33

29

61

75

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-4.DGN

MATCHLINE

TBC

62

82 34

18 45 46

22

52

51

26

71

64 63

76 35

48

53

54

27

23

49

74

66

19 47

80

65

55

50

56

20

PLANTING AREA

24

28

32

40 77

LEGEND

H4

FLUSH CURB PAVER

36 H5

79

PRECAST CONCRETE WALL

H6

SIGNATURE WALL

H7

VEHICULAR WALL

H8

TYPICAL WALL

Mi croStati on v8.1 1 .9.71 4

E-SHEET NAME: R00505PL

USER: hol tonr

DATE PLOTTED: Novem ber 28, 201 8

SEE HARDSCAPE AND MATERIAL SHEETS FOR WALL AND TRANSITION DETAILS

78

NOTES 1

STA. 102+50.00 OFF. 27.00' RT 12 ELEV. 939.31

STA. 102+75.00 OFF. 1.00' LT 23 ELEV. 938.93

STA. 103+00.00 OFF. 47.50' RT 36 ELEV. 940.35

STA. 104+50.00 47 OFF. 99.61' RT

STA. 102+57.25 OFF. 48.00' RT 62 ELEV. 940.16

STA. 103+85.90 OFF. 36.28' RT 75 ELEV. 940.69

STA. 104+66.98 OFF. 57.13' RT ELEV. 941.91

2

STA. 102+75.00 OFF. 27.00' RT 13 ELEV. 939.42

STA. 103+00.00 OFF. 1.00' LT 24 ELEV. 939.01

STA. 103+00.00 37 OFF. 63.03' RT

STA. 105+00.00 OFF. 46.80' RT 48 ELEV. 941.79

STA. 102+58.25 OFF. 47.50' RT 63 ELEV. 940.15

STA. 103+94.89 OFF. 46.90' RT 76 ELEV. 941.01

STA. 104+66.99 OFF. 58.63' RT ELEV. 941.94

3

STA. 103+00.00 OFF. 27.00' RT 14 ELEV. 939.56

STA. 103+25.00 OFF. 1.00' LT 25 ELEV. 939.13

STA. 103+50.00 OFF. 36.00' RT 38 ELEV. 940.31

STA. 105+00.00 OFF. 56.86' RT 49 ELEV. 941.92

STA. 102+57.25 64 OFF. 63.00' RT

STA. 103+96.15 OFF. 47.02' RT ELEV. 941.03

77

STA. 104+08.86 OFF. 65.68' RT

4

STA. 103+25.00 OFF. 27.00' RT 15 ELEV. 939.65

STA. 103+50.00 OFF. 1.00' LT 26 ELEV. 939.25

STA. 103+50.00 OFF. 46.00' RT 39 ELEV. 940.46

STA. 105+00.00 OFF. 58.36' RT 50 ELEV. 941.94

STA. 102+58.25 65 OFF. 63.00' RT

STA. 103+96.19 OFF. 48.52' RT ELEV. 941.06

78

STA. 104+36.06 OFF. 112.51' RT

5

STA. 103+50.00 OFF. 27.00' RT 16 ELEV. 939.67

STA. 103+70.75 27 OFF. 0.95' LT

STA. 103+50.00 OFF. 47.50' RT 40 ELEV. 940.48

STA. 102+77.83 STA. 104+90.96 51 OFF. 46.00' RT 66 OFF. 94.45' RT ELEV. 940.22

STA. 103+97.44 OFF. 48.65' RT 79 ELEV. 941.08

STA. 104+36.64 OFF. 111.93' RT

6

STA. 103+75.00 OFF. 27.00' RT 17 ELEV. 939.88

STA. 102+50.00 OFF. 1.00' LT 28 ELEV. 938.94

STA. 102+57.25 STA. 103+50.00 41 OFF. 27.58' RT 52 OFF. 63.20' RT ELEV. 939.85

STA. 102+79.12 OFF. 46.00' RT ELEV. 940.23

7

STA. 104+00.00 OFF. 28.32' RT 18 ELEV. 940.25

STA. 102+50.00 OFF. 45.50' RT 29 ELEV. 940.09

STA. 104+00.00 OFF. 37.36' RT 42 ELEV. 940.91

STA. 102+58.25 OFF. 27.58' RT 53 ELEV. 939.85

8

STA. 104+25.00 OFF. 32.20' RT 19 ELEV. 940.59

STA. 102+50.00 OFF. 48.00' RT 32 ELEV. 940.13

STA. 104+00.00 43 OFF. 64.56' RT

STA. 104+50.00 OFF. 37.33' RT 20 ELEV. 940.93

STA. 102+50.00 33 OFF. 63.00' RT

9

10

11

STA. 102+59.53

80

STA. 104+84.13 OFF. 74.95' RT

STA. 102+79.04 OFF. 47.50' RT 68 ELEV. 940.25

STA. 102+77.78 OFF. 1.00' LT ELEV. 938.93

STA. 102+62.92 OFF. 27.58' RT 54 ELEV. 939.87

STA. 102+80.33 OFF. 47.50' RT 69 ELEV. 940.26

STA. 103+01.60 OFF. 1.00' LT 82 ELEV. 939.01

STA. 105+13.88 OFF. 82.52' RT ELEV. 942.29

STA. 104+50.00 OFF. 46.38' RT 44 ELEV. 941.57

STA. 102+64.20 OFF. 27.58' RT 55 ELEV. 939.88

STA. 102+92.88 OFF. 63.00' RT

STA. 104+75.00 STA. 103+00.00 OFF. 38.05' RT 21 OFF. 36.00' RT 34 ELEV. 941.09 ELEV. 940.19

STA. 104+50.00 OFF. 56.42' RT 45 ELEV. 941.76

STA. 102+57.25 OFF. 45.50' RT 56 ELEV. 940.12

STA. 102+91.60 OFF. 63.00' RT

STA. 105+00.00 OFF. 37.80' RT 22 ELEV. 941.18

STA. 104+50.00 OFF. 57.93' RT 46 ELEV. 941.79

STA. 102+58.25 OFF. 46.00' RT ELEV. 940.13

STA. 103+00.00 OFF. 46.00' RT 35 ELEV. 940.33

STA. 103+87.21 61 OFF. 36.35' RT ELEV. 940.71

67 OFF. 1.00' LT ELEV. 938.92

0'

10'

20'

40'

STA. 105+06.65

83 OFF. 58.28' RT ELEV. 941.95 STA. 104+31.89

71 OFF. 53.15' RT

74

STA. 102+71.02

84 OFF. 36.00' RT

ELEV. 941.54

ELEV. 940.04

STA. 104+31.63 OFF. 54.62' RT ELEV. 941.56

STA. 102+50.00 OFF. 23.82' LT

85

GRADING PLAN TOWN BRANCH COMMONS STA. 102+50 TO STA. 105+00


15

1 08+00

ITEM NO.

SHEET NO.

105

+70.32

FAYETTE +31 .27

MATCH E XI STI NG GROUND AT TI E I N

1 07+00

+61 .71

S. BROA DW AY

MATCH EXISTING GROUND AT TIE-IN

41 42

1 08+00

ST A.

10 5+ 00

10 5+ 00

1 06+00

COUNTY OF

114 35

63

64

65

115 80

82

TB C

49

53

54

67

61

68

73

72

10 5 + 00

47 139

141

140

142

143

144

145

36

MA TC HL IN E

39 48

50

56

55

78

127

129

128

83

81

119

118

130

44

79 40 124

37 16

51 57

58

62

66

69

70 74

125 126

45

75

120

84

46 38 52

85

PLANTING AREA

96

17

60

59

23

97

24

25

22

18 87

19

20

STA. 1 08+00

86 21

1

LIGHT SHADED AREA INDICATES PAVING ACTIVITIES WILL TAKE PLACE

26

116

TRENCH DRAIN WILL REMAIN FROM FACE OF CURB

94

117

BACK AWAY FROM THE ROAD. LEAVE AN OPENING IN THE PROPOSED CURB AT THE TRENCH DRAIN

98 99

1 02

1 3 1 1 3 2

1 3 3

1 03 1 06

1 3 7

11

77

1 08

95

PLANTING AREA

1 09 1 3 6

10

1 00

1 3 4 1 05

1 3 5

89

1 3 81 07

110

12

43 13

14

1 01

111 8 27

1 2 2 71 8

31

1 3 2 0 91

93 29 PLANTING AREA

LEGEND

30 91

92 112

113

H4

90

FLUSH CURB PAVER

34 7

28

H5

PRECAST CONCRETE WALL

1 2 2

+75.30

33 1 2 3 5

81

H6

SIGNATURE WALL

H7

VEHICULAR WALL

H8

TYPICAL WALL

MATCH EXISTING GROUND AT TIE-IN

MATCH EXISTING GROUND AT TIE-IN

+21 .46

6

32

TI E I N COORDI NATE D WI TH L CC

82

+53.60

2

DATE PLOTTED: Novem ber 28, 201 8

USER: hol tonr

76

4

FOR WALL AND TRANSITION DETAILS

E-SHEET NAME: R00505PL

88

9

SEE HARDSCAPE AND MATERIAL SHEETS

Mi croStati on v8.1 1 .9.71 4

TBC

W.VI NE ST 3

MATCHLINE

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-5.DGN

PLANTING AREA

NOTES STA. 105+25.00 OFF. 37.56' RT 12 ELEV. 941.20

STA. 107+30.81 OFF. 41.42' RT ELEV. 941.55

STA. 105+15.46 OFF. 81.82' RT ELEV. 942.30

STA. 107+53.60 24 OFF. 41.50' RT

STA. 107+75.00 OFF. 11.52' LT 35 ELEV. 941.17

STA. 105+74.39 OFF. 37.08' RT 14 ELEV. 941.49

STA. 106+98.79 OFF. 43.24' RT 25 ELEV. 942.48

4

STA. 106+00.00 OFF. 45.11' RT 15 ELEV. 941.90

5

STA. 106+19.53 OFF. 78.28' RT ELEV. 943.27

6

STA. 106+19.70 OFF. 80.09' RT

1

2

3

7

8

9

10

11

67

ELEV. 940.67

ELEV. 941.50

STA. 107+54.65 78 OFF. 38.82' LT

STA. 106+87.29 OFF. 22.85' LT 89 ELEV. 941.44

STA. 106+96.22 STA. 106+78.24 STA. 105+59.63 STA. 105+51.64 STA. 105+92.40 STA. 107+70.43 OFF. 38.07' RT 100 OFF. 37.85' RT 111 OFF. 57.72' RT 122 133 OFF. 56.25' RT 144 OFF. 80.57' RT OFF. 35.08' LT ELEV. 942.53 ELEV. 942.21 ELEV. 942.13 ELEV. 942.09

STA. 106+89.73 46 OFF. 38.85' LT

STA. 108+00.00 OFF. 14.45' LT 57 ELEV. 940.75

STA. 107+09.25 OFF. 22.41' LT 68 ELEV. 941.55

STA. 107+56.06 79 OFF. 38.83' LT

STA. 106+87.44 OFF. 21.35' LT 90 ELEV. 941.47

STA. 106+82.11 OFF. 55.24' RT ELEV. 943.29

STA. 108+00.00 OFF. 11.52' LT 36 ELEV. 940.76

STA. 106+90.28 OFF. 23.14' LT 47 ELEV. 941.48

STA. 107+00.92 58 OFF. 33.22' LT

STA. 107+10.26 OFF. 22.41' LT 69 ELEV. 941.53

STA. 107+38.72 OFF. 22.43' LT ELEV. 941.16

STA. 106+62.64 26 OFF. 45.48' LT

STA. 105+50.00 OFF. 37.90' RT 37 ELEV. 941.78

STA. 106+90.43 OFF. 21.65' LT 48 ELEV. 941.51

STA. 107+00.91 OFF. 23.91' LT 59 ELEV. 941.58

STA. 107+09.26 OFF. 14.41' LT 70 ELEV. 941.73

STA. 107+40.12 OFF. 22.43' LT ELEV. 941.15

16

STA. 106+65.88 OFF. 14.90' LT 27 ELEV. 941.09

STA. 105+44.60 OFF. 71.31' RT 38 ELEV. 942.34

STA. 106+91.60 OFF. 9.57' LT 49 ELEV. 941.82

STA. 107+01.92 60 OFF. 33.23' LT

STA. 107+10.26 OFF. 14.41' LT ELEV. 941.72

17

STA. 106+75.00 OFF. 2.38' LT 28 ELEV. 941.31

STA. 105+65.04 39 OFF. 74.82' RT

STA. 106+91.27 OFF. 23.24' LT ELEV. 941.50

STA. 107+01.92 OFF. 23.91' LT ELEV. 941.58

STA. 107+26.16 OFF. 33.58' LT

STA. 106+76.29 18 OFF. 61.84' RT

STA. 106+81.39 OFF. 1.00' LT ELEV. 941.38

STA. 105+64.43 40 OFF. 69.58' RT

STA. 106+91.42 OFF. 21.75' LT ELEV. 941.53

51 OFF. 22.41' LT

STA. 106+74.85 OFF. 49.38' RT 19 ELEV. 942.50

STA. 107+00.00 OFF. 1.08' LT 30 ELEV. 942.05

STA. 105+72.79 OFF. 68.19' RT

STA. 106+74.51 OFF. 46.77' LT

52 OFF. 14.41' LT

STA. 106+88.81 OFF. 32.18' RT ELEV. 942.09

STA. 107+25.00

STA. 106+00.00

13

20 OFF. 1.08' LT

STA. 107+50.00

23 OFF. 11.52' LT

34

ELEV. 941.51

29

31 OFF. 55.49' RT

ELEV. 941.89

41

42

ELEV. 942.71

STA. 105+91.50 OFF. 71.55' RT

STA. 108+00.00

45 OFF. 22.45' LT

50

ELEV. 941.38

STA. 107+01.93

63

ELEV. 941.78

STA. 106+74.71 OFF. 45.07' LT

53

54

STA. 107+35.31 OFF. 41.50' RT ELEV. 941.44

STA. 107+17.86 OFF. 31.09' RT ELEV. 941.81

STA. 105+73.46 44 OFF. 73.45' RT

STA. 108+00.00 OFF. 23.95' LT 55 ELEV. 940.64

STA. 107+09.25 64 OFF. 33.33' LT

STA. 107+10.25 OFF. 33.35' LT

73

STA. 107+31.27 OFF. 38.64' LT

STA. 107+36.41 OFF. 38.70' LT ELEV. 941.38

STA. 107+09.25 OFF. 23.91' LT 66 ELEV. 941.52

STA. 107+00.91 STA. 105+44.53 STA. 105+59.70 124 OFF. 22.41' LT 135 OFF. 57.89' RT OFF. 75.92' RT ELEV. 941.61 ELEV. 942.11

ELEV. 941.93

N 3907625.49 92 E 5280962.93

STA. 106+07.52 STA. 105+52.45 OFF. 65.54' RT 103 OFF. 46.30' RT 114 ELEV. 943.07 ELEV. 941.93

STA. 106+92.21 STA. 105+45.36 STA. 106+83.16 125 OFF. 13.79' LT 136 OFF. 57.89' RT OFF. 43.60' LT ELEV. 941.74 ELEV. 942.11

82

N 3907626.23 93 E 5280962.25

STA. 106+14.71 OFF. 61.85' RT ELEV. 942.50

STA. 107+00.93 STA. 105+51.65 STA. 106+88.64 126 OFF. 14.41' LT 137 OFF. 57.76' RT OFF. 39.66' LT ELEV. 941.78 ELEV. 942.11

STA. 106+71.86

STA. 105+86.51

83 OFF. 20.84' LT

STA. 107+70.43 84 OFF. 38.92' LT

STA. 106+76.71 OFF. 8.12' LT ELEV. 941.70

STA. 107+69.44

STA. 106+92.62

85 OFF. 9.66' LT

ELEV. 941.13

ELEV. 941.34

STA. 106+96.56

STA. 106+93.47

76 OFF. 32.00' RT 87 OFF. 1.02' LT

STA. 105+58.79

ELEV. 941.59

ELEV. 942.10

STA. 105+84.32

STA. 105+58.72

95 OFF. 46.56' RT 106 OFF. 46.23' RT ELEV. 942.14

ELEV. 941.98

STA. 106+92.18

96 OFF. 3.58' LT

STA. 105+58.80

107 OFF. 57.73' RT

ELEV. 941.61

STA. 106+77.34

86 OFF. 1.55' LT

115

STA. 105+58.66

94 OFF. 38.78' RT 105 OFF. 56.23' RT 116 OFF. 37.81' RT

ELEV. 941.83

STA. 107+70.44

ELEV. 942.12

STA. 106+93.18

97 OFF. 3.58' LT

STA. 105+59.62

108 OFF. 56.22' RT

ELEV. 941.87 STA. 105+59.54

117 OFF. 37.81' RT

STA. 107+33.04

ELEV. 941.11

ELEV. 942.31

STA. 107+70.43

STA. 105+58.86

119 OFF. 23.94' LT 130 OFF. 67.77' RT

STA. 107+48.27

STA. 106+97.54 OFF. 31.90' RT 88 ELEV. 942.58

STA. 106+95.57 OFF. 31.51' RT 99 ELEV. 942.08

STA. 105+45.31 OFF. 46.39' RT ELEV. 941.91

STA. 105+62.11 OFF. 57.70' RT ELEV. 942.12

110

STA. 107+31.60

STA. 105+52.51

STA. 105+62.11

STA. 107+21.98 OFF. 22.42' LT ELEV. 941.36

STA. 105+51.70

128 OFF. 69.43' RT 139 OFF. 33.75' LT

STA. 107+69.43

STA. 105+44.46

ELEV. 942.11

ELEV. 942.12

118 OFF. 23.94' LT 129 OFF. 69.23' RT 140 OFF. 33.80' LT

98 OFF. 46.40' RT 109 OFF. 56.20' RT 120 OFF. 14.43' LT ELEV. 941.91

ELEV. 942.34

ELEV. 941.34

ELEV. 941.10

ELEV. 941.51

STA. 105+52.48

138 OFF. 57.86' RT

ELEV. 942.32

ELEV. 942.11

ELEV. 942.58

STA. 105+45.40

127 OFF. 71.09' RT

ELEV. 941.89

ELEV. 941.62

ELEV. 941.38

77

113

81

ELEV. 941.14

STA. 107+37.81

65 OFF. 38.71' LT

STA. 105+52.47 STA. 105+58.91 STA. 106+18.84 STA. 108+00.00 123 134 OFF. 56.30' RT 145 OFF. 76.10' RT OFF. 77.35' RT OFF. 35.31' LT ELEV. 942.09

STA. 105+51.59

ELEV. 942.67

ELEV. 941.46

75 OFF. 22.45' LT

112

ELEV. 942.73

STA. 106+75.56

ELEV. 941.56

74 OFF. 22.44' LT

STA. 106+82.91

101 OFF. 42.61' RT

91 OFF. 55.89' RT 102 OFF. 46.31' RT

STA. 107+69.43

72 OFF. 38.92' LT

STA. 107+20.59

62 OFF. 22.42' LT

ELEV. 941.61

STA. 106+00.00 43 OFF. 79.65' RT

22

61

STA. 107+01.92

STA. 107+00.00 STA. 107+37.34 OFF. 31.00' RT 21 OFF. 1.08' LT 32 ELEV. 942.03 ELEV. 941.77 STA. 107+48.49 OFF. 11.52' LT 33 ELEV. 941.52

STA. 107+10.26

56 OFF. 23.91' LT

ELEV. 941.43

ELEV. 941.31

0'

10'

20'

40'

STA. 107+50.35

141 OFF. 34.39' LT

ELEV. 942.26

ELEV. 941.29

STA. 105+44.52

STA. 107+51.79

131 OFF. 56.37' RT 142 OFF. 34.44' LT ELEV. 942.08

ELEV. 941.29

STA. 105+45.35 STA. 107+69.43 132 OFF. 56.39' RT 143 OFF. 35.04' LT ELEV. 942.08 ELEV. 941.32

GRADING PLAN TOWN BRANCH COMMONS STA. 105+00 TO STA. 108+00


98

100

29

101

95

197 20

94

97

170 195

172

196

198

199 200

201

104 136

96

137

134

0+00 1 1

08+00 1

x. R/W E

MATCH EX. VAULT ELEVATIONS.

T BOOTH E VAL

70

FAYETTE

133

132

36

DO NOT DISTURB EX. VAULT.

SHEET NO.

102

103

99

NG GARAGE I PARK

ITEM NO.

COUNTY OF

N I E NG GROUND AT TI STI XI MATCH E

1 1 1 +00

NG DI L BUI

1 1 1 +00

0+00 1 1

09+00 1

08+00 1

N I E NG GROUND AT TI STI XI MATCH E

138 135

40 139

140

141

171 15

220

190

191 192

193

213

194

214 215

216 217

218

221

219

222

223 224

225

226

14

LL ST S. M I

31 155 156

55

58

65 61

21

53 56

59

51

50

64

32 105

81 209

22 188

210

5"

82 74

52

54

57

60 63

183

182

84 211

76

77 78

24

106

107

34

108

67

2

3

185

176

184

5

4

117

118

119

142

143 144

154

146

173 174

109

110

128

124 125

13

16 165

157

126 127

159

129

166

178

39

41

168

8

10

9

160

5 3 179 149 1

150

152

151

19

38

161

42 175

37

7

147 148

164

12

177

6

145

180

131

121 130

120 122

123

186

153

80

PLANTING AREA

68

116

181

33

PLANTING AREA

1

114 115

113

212

187

43

112

111

75

167

11

17

18

169

MATCHLINE

PLANTING AREA

MATCHLINE

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-6.DGN

83

5"

TBC

08+00 STA. 1

49

208

203

62 66

206 207 GV

205

202

STA. 1 1 1 +00

48

163

TBC

204

47

162

W. VINE ST

S CATE NDI A I D ARE ADE T SH GH I L ACE E PL L TAK L S WI E TI VI NG ACTI PAVI LEGEND

H4

FLUSH CURB PAVER

PRECAST CONCRETE

H5

5" SEE 5" HARDSCAPE AND MATERIAL SHEETS 5"

5"

5"

5"

H6

SIGNATURE WALL

H7

VEHICULAR WALL

6"

CO

CO

CO FOR WALL AND TRANSITION DETAILS

5"

WALL

TYPICAL WALL

H8

1

2

3

4

E-SHEET NAME: R00505PL

5

6

Mi croStati on v8.1 1 .9.71 4

USER: hol tonr

DATE PLOTTED: Novem ber 28, 201 8

NOTES

10

7

8

9

STA. 108+08.60 OFF. 11.23' LT 14 ELEV. 940.68

STA. 110+27.26 OFF. 38.30' LT

32 OFF. 21.79' LT

STA. 108+19.70 OFF. 1.08' LT ELEV. 940.69

STA. 110+56.43 OFF. 43.05' LT

33 OFF. 19.27' LT

STA. 108+25.00 OFF. 1.08' LT 16 ELEV. 940.65

STA. 110+56.44 OFF. 16.43' LT ELEV. 942.98

34 OFF. 11.68' LT

STA. 108+50.00 OFF. 1.00' LT 17 ELEV. 940.05

STA. 110+71.74 OFF. 1.00' LT ELEV. 942.69

36

STA. 108+74.39 OFF. 1.00' LT 18 ELEV. 940.10

15

ELEV. 941.16 STA. 109+50.00

STA. 108+14.04

47 OFF. 23.96' LT

ELEV. 941.20

STA. 108+14.04 OFF. 22.46' LT ELEV. 940.50

STA. 110+75.00 OFF. 0.99' LT 37 ELEV. 942.69

STA. 110+01.48 OFF. 3.58' LT ELEV. 942.50

STA. 108+08.60 OFF. 14.46' LT 65 ELEV. 940.66

STA. 108+31.71 OFF. 23.97' LT ELEV. 940.33

STA. 109+00.00 OFF. 1.00' LT 19 ELEV. 940.28

STA. 110+87.34 OFF. 1.58' LT ELEV. 943.17

STA. 110+02.36

STA. 108+14.04

STA. 108+31.71

STA. 109+25.00 OFF. 1.00' LT 20 ELEV. 940.62

STA. 108+50.00 39 OFF. 48.78' LT

STA. 111+00.00 OFF. 20.76' LT ELEV. 942.90

52 OFF. 12.11' LT

67 OFF. 1.58' LT

ELEV. 940.69

ELEV. 940.12

STA. 109+50.00 STA. 108+50.00 OFF. 1.00' LT 21 OFF. 23.98' LT 40 ELEV. 941.07 ELEV. 940.25

STA. 111+00.00 OFF. 47.93' LT

53 OFF. 22.46' LT

51 OFF. 14.46' LT

ELEV. 942.52

STA. 110+00.00 OFF. 1.00' LT 23 ELEV. 941.98

STA. 108+50.00 OFF. 14.48' LT 42 ELEV. 940.17

STA. 111+00.00 OFF. 7.75' LT ELEV. 942.75

55 OFF. 23.96' LT

STA. 110+11.91

STA. 108+50.00

STA. 108+04.20

ELEV. 940.17

STA. 110+24.90 OFF. 8.00' LT ELEV. 942.35

29

STA. 110+27.49 OFF. 16.75' LT ELEV. 942.39

STA. 109+50.00 31 OFF. 35.66' LT ELEV. 941.37

STA. 109+50.00 OFF. 59.06' LT

ELEV. 940.58 STA. 109+18.04 ELEV. 940.68

94

ELEV. 940.58

ELEV. 940.41 STA. 108+22.38

56 OFF. 22.46' LT

ELEV. 940.22

ELEV. 940.41

58

ELEV. 940.41

ELEV. 940.52

STA. 108+23.37 OFF. 23.96' LT 76 ELEV. 940.40

STA. 109+18.04 OFF. 14.51' LT ELEV. 940.74

181 OFF. 21.59' LT

STA. 110+01.95 OFF. 59.55' LT

116 OFF. 17.50' LT

STA. 110+01.44

128 OFF. 7.58' LT ELEV. 942.47 STA. 110+02.36

129 OFF. 7.59' LT ELEV. 942.49

ELEV. 942.38

141

STA. 110+86.89

142 OFF. 21.89' LT ELEV. 943.03

ELEV. 942.53

193

STA. 108+23.37 206 OFF. 35.57' LT

194

STA. 109+26.37 STA. 108+30.70 207 OFF. 23.86' LT 220 OFF. 35.64' LT ELEV. 940.77

STA. 109+50.27 OFF. 36.79' LT ELEV. 941.39

STA. 109+00.00

STA. 110+58.75

STA. 110+18.21 ELEV. 942.71 STA. 110+65.41 ELEV. 942.97 STA. 108+71.23

182 OFF. 11.49' LT

ELEV. 942.69

STA. 109+19.04 STA. 110+26.69 OFF. 24.01' LT 219 OFF. 37.28' LT ELEV. 940.69 ELEV. 942.48

STA. 109+27.37

195 OFF. 46.88' LT 208 OFF. 23.82' LT

ELEV. 940.07

ELEV. 940.39

221 OFF. 36.99' LT

ELEV. 940.78

ELEV. 942.30

STA. 109+66.49

STA. 109+85.70

STA. 109+68.15 ELEV. 941.52

118 OFF. 15.49' LT

STA. 110+05.32

131 OFF. 17.47' LT

ELEV. 941.98

ELEV. 944.00

STA. 109+93.03

119 OFF. 15.50' LT

132

ELEV. 942.18

STA. 110+95.09

STA. 110+18.21

144 OFF. 22.11' LT

157 OFF. 8.00' LT

ELEV. 942.98

ELEV. 942.74

STA. 110+11.44 STA. 110+96.07 STA. 110+56.93 145 OFF. 22.14' LT 159 OFF. 7.68' LT OFF. 56.54' LT ELEV. 942.64 ELEV. 942.97

STA. 110+01.51 STA. 109+94.03 STA. 109+69.48 STA. 110+86.93 STA. 109+39.48 STA. 110+68.66 OFF. 16.57' LT 120 OFF. 15.50' LT 133 OFF. 20.39' LT 160 OFF. 1.00' LT 107 146 OFF. 47.37' LT OFF. 57.15' LT ELEV. 942.01 ELEV. 941.59 ELEV. 942.20 ELEV. 943.04 STA. 109+71.12 STA. 109+43.16 OFF. 16.36' LT 108 OFF. 59.00' LT ELEV. 941.63

STA. 110+02.36

121 OFF. 16.00' LT

134

ELEV. 942.41

STA. 110+01.36 STA. 109+77.95 STA. 109+38.06 OFF. 8.27' LT OFF. 15.50' LT 122 109 OFF. 47.36' LT ELEV. 942.38 ELEV. 941.95

135

STA. 110+88.03 STA. 110+73.43 147 OFF. 15.42' LT OFF. 52.15' LT ELEV. 943.07

STA. 108+77.56 STA. 109+10.70 STA. 109+00.00 STA. 108+76.78 184 OFF. 4.08' LT 197 OFF. 47.06' LT 210 OFF. 14.50' LT 223 OFF. 44.46' LT ELEV. 940.02 ELEV. 940.78 ELEV. 940.40

STA. 110+87.53 OFF. 37.50' LT ELEV. 943.10

STA. 108+71.23 STA. 109+18.03 STA. 108+80.37 185 OFF. 4.08' LT 198 OFF. 47.17' LT OFF. 46.87' LT ELEV. 940.00 ELEV. 941.00

STA. 110+94.65

172

STA. 110+87.92

STA. 108+71.23

173 OFF. 20.42' LT 186 OFF. 6.61' LT ELEV. 943.04

STA. 110+11.51

STA. 110+95.13

161 OFF. 1.00' LT

174 OFF. 20.61' LT

ELEV. 942.18

STA. 109+19.03

ELEV. 942.96

ELEV. 939.95

200

ELEV. 940.79 STA. 109+27.37

STA. 109+26.36 STA. 109+84.49 OFF. 47.25' LT 213 OFF. 36.81' LT 226 ELEV. 941.06 ELEV. 942.06

STA. 111+00.00 OFF. 37.93' LT ELEV. 943.14

212 OFF. 22.31' LT ELEV. 940.81

STA. 109+85.67 STA. 109+93.10 STA. 110+87.20 138 OFF. 17.99' LT 125 OFF. 8.00' LT OFF. 53.01' LT ELEV. 942.29 ELEV. 941.94

177 OFF. 1.60' LT

ELEV. 942.59

ELEV. 940.41

STA. 110+65.52 STA. 111+00.00 STA. 110+95.50 151 OFF. 7.61' LT 178 OFF. 22.76' LT 165 OFF. 8.04' LT ELEV. 943.11 ELEV. 942.94 ELEV. 942.89

0'

10'

20'

40'

STA. 109+00.00 STA. 109+92.82 202 OFF. 24.00' LT 215 OFF. 36.80' LT ELEV. 940.45 ELEV. 942.26

STA. 109+10.71

164 OFF. 8.00' LT

ELEV. 943.16 STA. 110+95.62 OFF. 37.77' LT ELEV. 943.17

ELEV. 941.01

STA. 108+77.56

187 OFF. 6.61' LT

STA. 109+26.37

211 OFF. 22.36' LT 224 OFF. 37.73' LT

225

199 OFF. 47.18' LT

ELEV. 939.94

STA. 110+65.33 STA. 109+09.71 STA. 109+84.77 STA. 109+79.46 STA. 110+96.26 STA. 110+85.27 OFF. 8.18' LT 123 OFF. 8.00' LT 136 149 OFF. 15.63' LT 163 OFF. 32.33' LT 176 OFF. 1.60' LT OFF. 54.87' LT ELEV. 942.69 ELEV. 940.40 ELEV. 942.10 ELEV. 941.98 ELEV. 942.91 STA. 110+58.88

STA. 110+86.56 OFF. 37.47' LT ELEV. 943.08

171

STA. 110+56.35 STA. 110+88.34 STA. 108+74.38 STA. 109+27.36 STA. 109+85.49 STA. 110+95.27 STA. 110+82.72 188 OFF. 14.49' LT 201 OFF. 47.26' LT 214 OFF. 36.81' LT 148 OFF. 15.61' LT 162 OFF. 32.29' LT 175 OFF. 1.58' LT OFF. 52.42' LT ELEV. 942.27 ELEV. 943.16 ELEV. 940.16 ELEV. 941.05 ELEV. 942.08 ELEV. 942.93

STA. 109+84.67 STA. 109+85.77 STA. 110+88.21 STA. 109+84.28 STA. 110+86.22 111 OFF. 18.01' LT 124 OFF. 8.00' LT 137 150 OFF. 7.42' LT OFF. 59.39' LT OFF. 53.96' LT ELEV. 942.12 ELEV. 941.91 ELEV. 943.12

STA. 109+85.26 112 OFF. 59.39' LT

STA. 109+18.04 STA. 110+02.16 STA. 108+22.38 205 OFF. 24.00' LT 218 OFF. 37.01' LT OFF. 35.56' LT ELEV. 940.68 ELEV. 942.32

ELEV. 942.84

STA. 110+81.34

155 OFF. 32.29' LT 169 OFF. 1.00' LT

192

STA. 110+05.36 STA. 110+87.88 STA. 110+27.33 STA. 108+77.56 STA. 109+09.69 STA. 109+00.00 STA. 109+84.69 STA. 108+72.68 183 OFF. 11.49' LT 196 OFF. 47.04' LT 209 OFF. 22.50' LT 222 130 OFF. 16.01' LT 143 OFF. 21.92' LT 156 OFF. 32.29' LT 170 OFF. 15.51' LT OFF. 48.81' LT ELEV. 942.50 ELEV. 943.03 ELEV. 942.14 ELEV. 940.09 ELEV. 940.74 ELEV. 940.44 ELEV. 941.96

98

99

STA. 110+18.21

STA. 111+00.00

STA. 110+26.76 117 OFF. 59.66' LT

STA. 109+43.26 110 OFF. 47.40' LT

STA. 109+10.71

75 OFF. 14.50' LT

STA. 110+83.99 STA. 110+81.34 STA. 110+95.34 154 OFF. 20.32' LT 168 OFF. 7.58' LT OFF. 47.76' LT ELEV. 943.04 ELEV. 943.15

140

97

ELEV. 940.51

STA. 108+22.38

57 OFF. 14.46' LT

96

STA. 109+09.70

74 OFF. 14.50' LT

180 OFF. 17.50' LT

106 OFF. 19.27' LT

ELEV. 940.69

95

STA. 109+18.03 OFF. 47.17' LT

STA. 110+83.94 STA. 110+71.35 STA. 110+94.38 153 OFF. 21.82' LT 167 OFF. 1.02' LT OFF. 47.72' LT ELEV. 943.03 ELEV. 942.69

ELEV. 941.48

STA. 109+19.04

84 OFF. 22.51' LT

STA. 108+15.04

70

STA. 110+01.44 STA. 109+94.00 OFF. 18.00' LT 127 OFF. 8.00' LT ELEV. 942.47 ELEV. 942.17

83 OFF. 22.50' LT 105 OFF. 19.50' LT

ELEV. 940.53

STA. 108+22.38

STA. 109+93.60 114 OFF. 59.47' LT

STA. 110+02.34

STA. 109+10.71

STA. 108+31.72

ELEV. 940.49

179 OFF. 15.75' LT

STA. 109+09.70

82 OFF. 22.50' LT 104

STA. 108+30.71

68 OFF. 1.58' LT

STA. 109+94.10 STA. 110+96.49 STA. 110+71.40 STA. 109+93.00 STA. 110+92.80 139 152 OFF. 7.64' LT 166 OFF. 7.62' LT OFF. 18.00' LT 126 OFF. 8.00' LT OFF. 47.67' LT ELEV. 942.31 ELEV. 942.86 ELEV. 943.13 ELEV. 942.14

STA. 110+01.34 OFF. 18.00' LT ELEV. 942.36

ELEV. 940.57

ELEV. 940.32

STA. 108+15.04

54 OFF. 14.46' LT

43 OFF. 11.44' LT

66 OFF. 22.47' LT

STA. 109+92.59 113 OFF. 59.46' LT

STA. 109+27.37 STA. 110+00.95 OFF. 14.30' LT 102 115 OFF. 59.54' LT ELEV. 940.95

81 OFF. 22.50' LT 103

ELEV. 940.24

STA. 108+08.54

STA. 108+50.00 STA. 110+96.11 OFF. 22.48' LT 41 OFF. 20.64' LT ELEV. 940.23 ELEV. 942.95

24 OFF. 14.48' LT

STA. 108+31.71

ELEV. 940.60

STA. 109+75.00 OFF. 1.00' LT 22 ELEV. 941.53

80

ELEV. 940.25

64 OFF. 14.47' LT

101

ELEV. 940.93

STA. 108+30.71

63 OFF. 14.47' LT

STA. 110+00.00 49 OFF. 59.53' LT

50

STA. 109+26.37

78 OFF. 14.35' LT

ELEV. 940.39

STA. 108+15.04

48 OFF. 23.96' LT

100

ELEV. 940.78

STA. 108+23.38

60 OFF. 14.47' LT

ELEV. 940.48

STA. 109+50.00

38 OFF. 3.58' LT

STA. 109+19.04

77 OFF. 14.51' LT

ELEV. 940.40

ELEV. 940.47

ELEV. 942.19

13

STA. 108+23.37

59 OFF. 22.46' LT

ELEV. 941.36

11 OFF. 1.00' LT

12

STA. 109+50.00

190

STA. 109+09.71 STA. 109+93.81 STA. 108+14.04 203 OFF. 24.00' LT 216 OFF. 36.80' LT OFF. 35.47' LT ELEV. 940.58 ELEV. 942.28

STA. 109+10.71 STA. 110+01.16 STA. 108+15.04 204 OFF. 24.00' LT 217 OFF. 36.99' LT 191 OFF. 35.48' LT ELEV. 940.59 ELEV. 942.31

GRADING PLAN TOWN BRANCH COMMONS STA. 108+00 TO STA. 111+00

106


160

68

40

170 15 156

159

165

162

166

127

133

161

67 168

60

80

95

84

85 86

110

87 97

130 PLANTING

61

82

62

89

AREA

71

90 91

32

138

AREA

17

DO NOT DISTURB EX. VAULT.

23

48

MATCH EX. VAULT ELEVATIONS.

+00 1 1 A. 1 MATCHLINE TBC ST

24 9 153 4 1

30

28 66

137

56

112

182

181 143

144

37

55

69

113

114 65

183

184 185

186

100

38

145

92

29

131

99

141 142

PLANTING

70

98

115

101

AREA

140

14

111

PLANTING

96

176

26

132

45

47

53

88

129 46

52

174

172

128

59 158

83

81

54

177

175 27

64

79

77

173

134

167

157

75 76

171

16

180 116

178 179

51

169

163

78

74

MATCH EXISTING GROUND AT TIE-IN

118

117

119 120

103

104

105 147

152 121

122 123

124

151

139

18 33

50

135

136

42 148

PLANTING AREA

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-7.DGN

3

2

1

4

188

189

190

36 150

PLANTING

93

5

6

7

AREA

94

8

106

187

35

83

149 49

155

39 102

41

154

1 1 4+00

25

MATCH EXISTING GROUND AT TIE-IN

PLANTING

107

9

108

109

10

126

125

11

12

AREA

MATCHLINE TBC STA. 1 1 4+00

164

107

1 1 4+00

73

27

+44.60

+35.28

72 34

SHEET NO.

FAYETTE

G IN T N A A E L P AR

13

31

28 22

ITEM NO.

COUNTY OF

6.46 +1

8

44

63

1 1 3+00

57

MATCH EX. GROUND AT TIE-IN

0 +76.1

58

19

20 43

+25.67

21

1 1 2+00

MATCH EX. GROUND AT TIE-IN

.87 1 +1

+00 1 1 1

+00 1 1 1

NG DI L BUI

W.VI NE ST

S CATE NDI A I D ARE ADE T SH GH I L ACE E PL L TAK L S WI E TI VI NG ACTI PAVI

LEGEND

H4

FLUSH CURB PAVER

PRECAST CONCRETE

H5

WALL

H6

SIGNATURE WALL

H7

VEHICULAR WALL

H8

TYPICAL WALL

SEE HARDSCAPE AND MATERIAL SHEETS FOR WALL AND TRANSITION DETAILS

1

2

3

4

E-SHEET NAME: R00505PL

5

6

Mi croStati on v8.1 1 .9.71 4

USER: hol tonr

DATE PLOTTED: Novem ber 28, 201 8

NOTES

10

7

8

9

STA. 111+00.00 OFF. 1.00' LT ELEV. 942.59

14

STA. 111+25.00 OFF. 0.99' LT ELEV. 942.44

15

STA. 111+50.00 OFF. 1.00' LT ELEV. 942.30

16

STA. 111+75.00 OFF. 1.00' LT ELEV. 942.26

17

STA. 112+01.00 OFF. 1.00' LT ELEV. 942.33

18

STA. 112+25.08 OFF. 0.61' LT ELEV. 942.49

19

STA. 112+50.00 OFF. 1.00' LT 20 ELEV. 942.74

STA. 111+11.86 OFF. 48.45' LT

STA. 111+17.14 OFF. 38.56' LT ELEV. 942.94

28

STA. 111+29.50 OFF. 39.18' LT ELEV. 942.83

29 OFF. 22.51' LT

STA. 111+50.00 OFF. 17.90' LT ELEV. 942.40

30

STA. 111+50.00 OFF. 9.89' LT ELEV. 942.24

31

STA. 114+00.00

42 OFF. 9.88' LT

STA. 112+45.58 OFF. 48.71' LT

STA. 111+03.37 OFF. 48.07' LT

57 OFF. 56.40' LT 70

STA. 111+48.43

STA. 112+34.42

58 OFF. 56.29' LT

71 OFF. 29.78' LT

44

46 OFF. 22.37' LT

STA. 112+35.28 OFF. 47.91' LT

ELEV. 943.88

ELEV. 942.62

STA. 114+00.00 50 OFF. 51.17' LT

STA. 111+04.74 OFF. 7.91' LT ELEV. 942.59

STA. 114+00.00

ELEV. 943.27

ELEV. 944.41

STA. 112+50.00 OFF. 32.22' LT 39 ELEV. 943.03

STA. 113+93.63 OFF. 24.25' LT ELEV. 944.37

51

52

STA. 112+36.26 OFF. 31.92' LT ELEV. 942.68

93 OFF. 1.58' LT

STA. 112+44.37

81 OFF. 32.54' LT ELEV. 942.88

ELEV. 942.64 STA. 112+34.39

83 OFF. 31.28' LT ELEV. 942.63 STA. 112+62.42

84 OFF. 31.04' LT

ELEV. 942.59

72

STA. 111+82.71

STA. 112+47.78 OFF. 46.87' LT ELEV. 943.22

ELEV. 943.33 STA. 112+63.43

85 OFF. 31.00' LT ELEV. 943.35

STA. 112+48.55

73 OFF. 46.22' LT

ELEV. 942.64

STA. 112+70.77

86 OFF. 31.07' LT

ELEV. 943.23

ELEV. 943.55

STA. 111+83.44

STA. 112+61.36

STA. 112+71.78

61 OFF. 25.93' LT

74 OFF. 45.08' LT

87 OFF. 31.02' LT

ELEV. 942.60

STA. 111+03.78

49 OFF. 7.88' LT

STA. 112+33.00 OFF. 29.67' LT ELEV. 942.55

ELEV. 942.64

ELEV. 942.86

STA. 113+46.68

STA. 111+49.77

STA. 111+81.30

STA. 111+04.29

48 OFF. 20.90' LT

STA. 113+84.27

118 OFF. 24.27' LT

STA. 112+36.32

ELEV. 943.23

ELEV. 942.87

STA. 113+37.73

105 OFF. 25.35' LT

82 OFF. 29.92' LT

ELEV. 944.03

60 OFF. 27.88' LT

STA. 112+71.93

92 OFF. 29.01' LT

STA. 113+92.60

ELEV. 944.21

59 OFF. 27.77' LT

STA. 112+78.99 OFF. 46.18' LT

69 OFF. 37.99' LT

ELEV. 943.23

STA. 111+03.33

47 OFF. 20.87' LT

36 OFF. 12.81' LT

38 OFF. 23.90' LT

STA. 114+00.00

ELEV. 942.90

ELEV. 944.04

STA. 112+50.98

25 OFF. 44.13' LT

68

80

ELEV. 942.56

STA. 112+34.94 OFF. 49.56' LT

STA. 113+46.08

ELEV. 941.94

STA. 113+95.36 OFF. 50.78' LT

STA. 112+03.18

56 OFF. 42.23' LT

35 OFF. 20.85' LT

37

67 OFF. 28.92' LT

STA. 111+02.41 OFF. 48.02' LT

ELEV. 943.63

STA. 112+00.00

24 OFF. 12.93' LT

STA. 113+74.04 OFF. 49.03' LT

79

ELEV. 943.44

STA. 112+50.00 OFF. 14.51' LT 43 ELEV. 942.67

33 OFF. 14.41' LT

ELEV. 942.40

66 OFF. 14.65' LT

ELEV. 944.15

STA. 111+03.27

STA. 112+00.00

55

STA. 112+80.35

STA. 113+44.60 OFF. 40.50' LT

ELEV. 942.83

STA. 113+00.00

23 OFF. 20.94' LT

54

ELEV. 944.31

STA. 111+42.84 OFF. 55.85' LT ELEV. 943.25

34

53

STA. 114+00.00

41 OFF. 17.89' LT

STA. 112+50.00

ELEV. 943.28

26

STA. 112+79.75 OFF. 22.65' LT

STA. 112+76.10 OFF. 46.40' LT

STA. 111+04.24 OFF. 22.41' LT ELEV. 942.89

STA. 113+25.00 OFF. 1.00' LT ELEV. 943.73

STA. 111+12.09 OFF. 43.44' LT ELEV. 943.19

ELEV. 942.91

STA. 111+99.52

ELEV. 944.06

40

STA. 113+00.00 OFF. 22.41' LT 45 ELEV. 943.78

STA. 112+13.07 OFF. 46.13' LT ELEV. 943.02

STA. 113+75.00 OFF. 1.00' LT ELEV. 944.38

STA. 112+45.44

STA. 112+00.02 OFF. 57.39' LT 32 ELEV. 943.30

21 OFF. 60.53' LT

STA. 113+50.00

13

27 OFF. 32.48' LT

STA. 113+00.00 OFF. 1.00' LT 22 ELEV. 943.40

11 OFF. 1.00' LT

12

STA. 111+50.00 OFF. 25.43' LT ELEV. 942.55

ELEV. 943.50

STA. 111+84.85

62 OFF. 26.03' LT

STA. 112+62.35

75 OFF. 45.17' LT

ELEV. 942.60 STA. 112+01.09

STA. 112+69.66

76 OFF. 45.82' LT

ELEV. 943.48 STA. 112+02.18 OFF. 28.85' LT ELEV. 942.56

STA. 113+16.38 OFF. 41.39' LT

STA. 113+91.60 OFF. 37.89' LT ELEV. 944.02

65

STA. 112+79.19

88 OFF. 30.11' LT

ELEV. 943.53

63 OFF. 56.46' LT

STA. 113+00.00 64 OFF. 43.49' LT

ELEV. 943.57

78

STA. 112+77.98 OFF. 46.25' LT

STA. 112+81.33

STA. 113+19.43

106 OFF. 1.58' LT

ELEV. 943.17

ELEV. 943.66

STA. 112+82.32

STA. 113+20.42

94 OFF. 1.58' LT

107 OFF. 1.58' LT

ELEV. 943.18

ELEV. 943.79

STA. 113+16.79

STA. 113+46.54

95 OFF. 37.03' LT 108 OFF. 1.58' LT ELEV. 944.13

ELEV. 944.11

STA. 113+17.79

STA. 113+47.51

96 OFF. 36.98' LT 109 OFF. 1.58' LT ELEV. 944.13 STA. 113+24.84

97 OFF. 36.59' LT

STA. 113+25.85

98 OFF. 36.53' LT

111

ELEV. 944.08 STA. 113+35.92

99 OFF. 35.97' LT

STA. 113+36.93

100 OFF. 35.91' LT

90

ELEV. 944.17

STA. 113+85.28

STA. 112+31.71

STA. 113+44.66

STA. 111+64.65

STA. 112+61.77

STA. 113+92.02

119 OFF. 24.22' LT 132 OFF. 29.57' LT 145 OFF. 26.47' LT 159 OFF. 42.08' LT 172 OFF. 39.59' LT 185 OFF. 32.35' LT ELEV. 944.34

ELEV. 942.54

STA. 113+92.67

STA. 112+31.57

120 OFF. 23.80' LT 133 OFF. 31.16' LT

STA. 113+43.98

ELEV. 943.43

ELEV. 944.20

STA. 113+45.08

STA. 111+66.05

STA. 112+62.78

STA. 113+93.03

147 OFF. 20.90' LT 160 OFF. 42.20' LT 173 OFF. 39.53' LT 186 OFF. 32.30' LT ELEV. 944.03

STA. 113+84.39

STA. 112+30.83

STA. 113+45.69

121 OFF. 22.76' LT 134 OFF. 39.55' LT 148 OFF. 12.86' LT ELEV. 944.31 STA. 113+85.39

122 OFF. 22.71' LT

ELEV. 942.63 STA. 113+18.51

135 OFF. 13.95' LT ELEV. 943.73

STA. 113+44.98

STA. 113+92.78

STA. 113+19.50

ELEV. 944.35

ELEV. 943.74

STA. 113+93.79 STA. 113+18.91 STA. 113+74.82 124 OFF. 22.24' LT 137 OFF. 21.95' LT OFF. 38.82' LT ELEV. 944.35 ELEV. 943.89 STA. 113+77.63

ELEV. 943.97

ELEV. 944.40

STA. 113+83.21

STA. 113+78.60

STA. 113+17.91

138 OFF. 21.98' LT ELEV. 943.89 STA. 112+81.35

139 OFF. 14.64' LT

ELEV. 943.88 STA. 113+76.91

149 OFF. 11.16' LT ELEV. 944.03 STA. 113+77.89

150 OFF. 11.11' LT ELEV. 944.04 STA. 113+76.30

151 OFF. 19.21' LT ELEV. 944.19 STA. 113+77.29

152 OFF. 19.15' LT ELEV. 944.19 STA. 111+03.50

153 OFF. 15.87' LT

ELEV. 943.989

ELEV. 944.41

ELEV. 943.46

ELEV. 942.82

STA. 113+84.22

STA. 112+21.40

STA. 113+18.48

STA. 111+04.46

114 OFF. 38.30' LT 127 OFF. 38.83' LT 140 OFF. 27.92' LT 154 OFF. 15.89' LT ELEV. 943.99

STA. 112+62.54

STA. 113+25.64

STA. 112+22.03 STA. 113+90.65 128 OFF. 30.35' LT OFF. 50.40' LT ELEV. 942.46

ELEV. 944.01

STA. 112+70.92 STA. 113+36.72 91 OFF. 29.06' LT 104 OFF. 25.41' LT ELEV. 943.51 ELEV. 944.07

ELEV. 942.84

ELEV. 942.55

ELEV. 943.99

STA. 112+63.55 STA. 113+26.65 OFF. 29.47' LT 103 OFF. 25.97' LT ELEV. 943.33 ELEV. 944.02

ELEV. 944.14

ELEV. 944.38

113 OFF. 38.35' LT 126 OFF. 1.58' LT

ELEV. 944.02

101 OFF. 35.52' LT

ELEV. 943.07

112 OFF. 38.76' LT 125 OFF. 1.58' LT

ELEV. 944.03

116

117

STA. 113+84.65

ELEV. 943.00

ELEV. 944.31

STA. 113+75.82

STA. 112+45.94

171 OFF. 40.47' LT 184 OFF. 32.76' LT

ELEV. 944.10

ELEV. 944.02

ELEV. 943.98

STA. 111+03.95

ELEV. 942.53

110 OFF. 35.47' LT 123 OFF. 22.30' LT 136 OFF. 13.92' LT

ELEV. 944.09

STA. 113+37.61

144 OFF. 26.86' LT 158 OFF. 30.90' LT

ELEV. 944.34

ELEV. 943.72

ELEV. 943.30

STA. 112+70.65 ELEV. 943.80

ELEV. 944.07

89 OFF. 29.53' LT 102 OFF. 26.02' LT 115

ELEV. 943.75

77 OFF. 45.91' LT

ELEV. 943.54

STA. 112+36.76

131 OFF. 24.11' LT

ELEV. 942.49

ELEV. 942.85

ELEV. 943.46

STA. 111+72.72

STA. 112+70.16

161 OFF. 35.14' LT

174 OFF. 39.12' LT ELEV. 943.66

ELEV. 944.24

STA. 111+74.13

STA. 112+71.17

STA. 111+68.19

162 OFF. 35.25' LT 175 OFF. 39.06' LT 188 OFF. 1.00' LT ELEV. 942.78 STA. 112+00.95

163 OFF. 45.12' LT

ELEV. 943.69

ELEV. 942.26

STA. 112+78.55

STA. 111+87.01

176 OFF. 38.65' LT 189 OFF. 1.00' LT

ELEV. 943.00

ELEV. 943.87

ELEV. 942.28

STA. 112+01.95

STA. 112+79.55

STA. 111+97.00

164 OFF. 45.20' LT 177 OFF. 38.60' LT 190 OFF. 1.00' LT ELEV. 943.00

ELEV. 943.89

STA. 112+01.54

165 OFF. 37.32' LT 178 ELEV. 942.73 STA. 112+02.54

166 OFF. 37.40' LT 179 ELEV. 942.73 STA. 112+06.41

167 OFF. 37.69' LT 180

STA. 113+82.35 OFF. 49.72' LT

STA. 113+83.40 OFF. 49.80' LT

ELEV. 942.71

STA. 113+25.53

STA. 114+00.00

STA. 112+07.89

STA. 113+75.23

141 OFF. 27.53' LT 155 OFF. 37.85' LT 168 OFF. 29.77' LT

181 OFF. 33.29' LT

ELEV. 942.53

STA. 112+22.04 STA. 113+26.53 STA. 111+02.74 STA. 112+21.12 STA. 113+91.65 129 OFF. 28.85' LT 142 OFF. 27.48' LT 156 OFF. 38.04' LT 169 OFF. 41.77' LT OFF. 50.48' LT ELEV. 942.43 ELEV. 944.05 ELEV. 943.11 ELEV. 942.55

ELEV. 942.31

STA. 113+75.05 OFF. 49.13' LT

ELEV. 942.82

ELEV. 944.12

STA. 114+00.00

187 OFF. 31.91' LT

ELEV. 942.78

ELEV. 944.01

ELEV. 944.04

ELEV. 944.21

0'

10'

20'

40'

ELEV. 944.12 STA. 113+76.24

182 OFF. 33.23' LT ELEV. 944.12

STA. 113+76.87 STA. 112+22.56 STA. 113+36.60 STA. 111+03.70 STA. 112+30.75 STA. 113+83.63 OFF. 24.68' LT 130 OFF. 23.18' LT 143 OFF. 26.92' LT 157 OFF. 38.08' LT 170 OFF. 42.50' LT 183 OFF. 32.82' LT ELEV. 944.30 ELEV. 942.33 ELEV. 944.10 ELEV. 943.09 ELEV. 942.69 ELEV. 944.16

GRADING PLAN TOWN BRANCH COMMONS STA. 111+00 TO STA. 114+00


94

TIE-IN COORDINATED WITH CENTERPOINT

103

AREA

151 21

24

28

37

38

148

149 150

18

132

142

144 145

141

146

152

77 82

61

147

130

63

60 40 41

42 43

64

115

80 81

25

84

98

137

100 101 102

139

138

STA. 1 1 4+00

53

45

54 55

52 56

TBC

136

133

140

107 108

109 110

22

26

117

8

134

68

59 65

66

67 99 46

135

111 112

113 114

73

74 75

119

27 88

PLANTING

76

47

118

23

30

126

85

127

122

31 32

89 90

86

36

128

91

AREA

1

16 15

3

62

4 9

70

10

69

154 153

14

13 11

12

NE ST W.VI S CATE NDI A I D ARE ADE T SH GH I L ACE E PL L TAK L S WI E TI VI NG ACTI PAVI

LEGEND

H4

H5

SEE HARDSCAPE AND MATERIAL SHEETS FOR WALL AND TRANSITION DETAILS

DATE PLOTTED: Novem ber 28, 201 8

NOTES 1

2

3

4

E-SHEET NAME: R00505PL

5

6

Mi croStati on v8.1 1 .9.71 4

USER: hol tonr

125

121

35

105

57

116

5

58

M ATCHLINE

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-8.DGN

20

PLANTING

2

29

93

34

104

AREA

92

120

33

106

48 50 51

PLANTING AREA

123

19

49

87

83 44

129

124

78 79

143 39

7

7+00 1 STA. 1

PLANTING

131

1 1 4+00

1 1 4+00

S. UPPER ST

PLANTING AREA

108

FAYETTE

6

97

SHEET NO.

TBC

95 96

ITEM NO.

E M ATCHLIN

17

72

COUNTY OF

7+00 1 1

71

6+00 1 1

MATCH EXISTING GROUND AT TIE-IN

+04.03

1 1 5+00

1 1 4+00

X DE E F

10

7

8

9

STA. 114+00.00 OFF. 1.00' LT ELEV. 944.71

14

STA. 114+25.00 OFF. 1.00' LT ELEV. 945.04

15

STA. 114+50.00 OFF. 1.00' LT ELEV. 945.37

16

STA. 114+58.42 OFF. 1.00' LT ELEV. 945.48

17

STA. 114+74.19 OFF. 17.63' LT ELEV. 945.65

18

STA. 114+71.71 OFF. 56.74' LT

19

STA. 115+03.82 OFF. 39.46' LT

20

13

STA. 115+99.96 OFF. 13.64' LT ELEV. 946.17

STA. 116+75.00 OFF. 1.08' LT ELEV. 946.51

STA. 114+22.39

28 OFF. 39.51' LT

40

STA. 114+30.85 OFF. 21.68' LT ELEV. 945.04

STA. 114+30.87

66 OFF. 7.80' LT

ELEV. 944.80

ELEV. 945.83

STA. 114+38.25

41 OFF. 21.27' LT

STA. 114+31.88

54 OFF. 8.11' LT

ELEV. 945.30

STA. 117+00.00 OFF. 1.08' LT 29 ELEV. 946.59

STA. 116+50.00 OFF. 20.55' LT 42 ELEV. 946.60

STA. 114+39.25 OFF. 21.22' LT ELEV. 945.27

55 OFF. 7.65' LT

STA. 114+08.90 OFF. 51.90' LT

STA. 116+50.00 OFF. 14.54' LT 43 ELEV. 946.48

STA. 114+46.61 OFF. 20.81' LT ELEV. 945.47

56 OFF. 7.60' LT

STA. 116+50.00

STA. 114+47.63

30

STA. 114+51.35 OFF. 42.20' LT ELEV. 945.11

31 OFF. 13.04' LT

STA. 114+50.70 OFF. 20.58' LT ELEV. 945.71

32 OFF. 5.04' LT

STA. 114+50.82 OFF. 19.07' LT ELEV. 945.60

33 OFF. 20.24' LT

21 OFF. 37.79' LT

STA. 115+21.11 OFF. 1.09' LT ELEV. 946.30

22 OFF. 16.49' LT

ELEV. 946.47

ELEV. 946.45

ELEV. 946.88

ELEV. 944.14

ELEV. 945.95 STA. 115+49.58 OFF. 14.95' LT ELEV. 945.96

STA. 115+75.00

STA. 114+10.11

24 OFF. 38.38' LT

STA. 114+28.47 OFF. 39.98' LT

STA. 115+41.13

ELEV. 944.92

50

STA. 114+31.28 OFF. 16.15' LT ELEV. 944.96

ELEV. 944.04

STA. 116+00.00 OFF. 1.08' LT 25 ELEV. 946.27

STA. 116+00.13 OFF. 28.19' LT

38 OFF. 40.06' LT ELEV. 944.41

ELEV. 945.25

ELEV. 946.04

STA. 116+25.00 OFF. 1.08' LT 26 ELEV. 946.36

STA. 115+99.98 OFF. 15.14' LT ELEV. 946.16

STA. 114+29.85 OFF. 21.74' LT ELEV. 945.00

STA. 114+39.67 OFF. 15.64' LT ELEV. 945.29

STA. 115+14.87 OFF. 7.71' LT ELEV. 946.28

STA. 114+29.47

39

52

65

96

STA. 115+62.42 OFF. 28.19' LT

97

STA. 116+01.13 OFF. 28.19' LT

ELEV. 946.24

STA. 115+49.51

89 OFF. 5.61' LT

ELEV. 946.03

ELEV. 946.25

77

78

STA. 115+31.56 OFF. 36.52' LT

STA. 115+32.59 OFF. 36.44' LT

90

STA. 116+16.35 OFF. 5.21' LT ELEV. 946.32

STA. 116+17.75 91 OFF. 5.19' LT ELEV. 946.33

ELEV. 945.93 STA. 115+75.78

119 OFF. 14.48' LT ELEV. 945.94

STA. 114+30.13

131 OFF. 40.11' LT ELEV. 944.43 STA. 114+46.04

132 OFF. 41.77' LT ELEV. 945.05

133 OFF. 17.21' LT

STA. 115+40.13 STA. 114+36.76 108 OFF. 16.52' LT OFF. 54.19' LT ELEV. 945.99

121 OFF. 15.11' LT

134 OFF. 10.44' LT

STA. 115+41.14 STA. 114+44.06 109 OFF. 16.52' LT OFF. 54.78' LT ELEV. 945.98

122 OFF. 13.61' LT

STA. 116+00.98 ELEV. 946.17 STA. 116+00.96 ELEV. 946.18

STA. 114+45.06 110 OFF. 54.87' LT

STA. 115+48.58 STA. 116+07.41 OFF. 16.49' LT 123 OFF. 28.19' LT ELEV. 945.96

STA. 115+40.13

STA. 115+32.70

STA. 115+40.12

112 OFF. 15.01' LT

ELEV. 946.08

115

ELEV. 946.01

STA. 114+47.03 104 OFF. 15.28' LT ELEV. 945.58

ELEV. 946.35 STA. 116+24.44

127 OFF. 13.10' LT

ELEV. 945.97

STA. 115+49.64

STA. 114+56.78 OFF. 55.75' LT

STA. 116+27.39

126 OFF. 14.57' LT

STA. 115+48.56

114 OFF. 14.96' LT

ELEV. 946.02

102 OFF. 22.45' LT

ELEV. 946.34

ELEV. 946.00

STA. 115+48.62

101 OFF. 22.46' LT

STA. 116+25.96

STA. 115+41.14

113 OFF. 15.00' LT

STA. 115+61.95 OFF. 28.19' LT

ELEV. 946.34 STA. 116+25.86

128 OFF. 13.09' LT ELEV. 946.34

STA. 115+72.82

116 OFF. 16.09' LT ELEV. 945.89

117

STA. 116+08.12 OFF. 29.42' LT

125 OFF. 14.58' LT

ELEV. 946.00

STA. 115+41.15

100 OFF. 22.50' LT

124

ELEV. 946.04

ELEV. 946.15

103

STA. 115+74.34

STA. 115+32.69 STA. 116+01.05 STA. 114+35.76 107 OFF. 16.50' LT 120 OFF. 21.11' LT OFF. 54.10' LT ELEV. 946.02 ELEV. 946.29

111 OFF. 15.00' LT

129

PRECAST CONCRETE WALL

H6

SIGNATURE WALL

H7

VEHICULAR WALL

H8

TYPICAL WALL

x. R/W E

118 OFF. 14.54' LT

ELEV. 945.87

STA. 115+31.75

STA. 116+00.86

76 OFF. 6.99' LT

STA. 115+66.84

99 OFF. 7.67' LT

STA. 115+99.86

ELEV. 946.04

STA. 116+33.52

ELEV. 946.09

ELEV. 946.14

87

ELEV. 945.74

98 OFF. 22.51' LT

STA. 115+83.86

86 OFF. 6.20' LT

88 OFF. 5.64' LT

STA. 115+14.18

64 OFF. 33.80' LT

STA. 115+60.56 OFF. 28.67' LT

ELEV. 946.13

STA. 115+48.50

ELEV. 945.39

STA. 114+38.66

51 OFF. 15.70' LT

95

75 OFF. 6.99' LT

STA. 115+04.21

ELEV. 946.16

STA. 115+49.73 OFF. 32.36' LT

ELEV. 946.50

ELEV. 946.51

STA. 115+82.42

ELEV. 946.08

ELEV. 945.43

63 OFF. 33.49' LT

94

85 OFF. 6.25' LT

74 OFF. 7.02' LT

STA. 114+55.10

STA. 115+48.71 OFF. 32.70' LT

STA. 114+34.57 OFF. 53.98' LT

STA. 114+73.30

62 OFF. 1.01' LT

93 OFF. 20.55' LT 106 OFF. 22.22' LT

84

ELEV. 946.09

ELEV. 945.45

STA. 115+41.18 OFF. 35.16' LT

STA. 114+21.48 OFF. 52.88' LT

STA. 115+40.12

STA. 114+47.63

92 OFF. 20.55' LT 105 OFF. 7.23' LT

83

61 OFF. 32.03' LT

STA. 116+32.09

STA. 115+40.13 OFF. 35.50' LT

STA. 115+22.77 OFF. 1.00' LT ELEV. 945.79

73 OFF. 7.02' LT

ELEV. 945.78

STA. 114+30.27

49 OFF. 16.21' LT

ELEV. 946.64

37

STA. 114+66.55

60 OFF. 31.61' LT

ELEV. 945.50

STA. 117+00.00

72

ELEV. 945.83

STA. 114+46.73

48 OFF. 19.30' LT

ELEV. 946.74

36 OFF. 4.74' LT

STA. 114+55.10

ELEV. 946.20

STA. 117+00.00

35 OFF. 12.74' LT

71

ELEV. 945.87

STA. 115+32.76

47 OFF. 3.59' LT

ELEV. 946.76

STA. 115+49.59

STA. 114+49.06

ELEV. 946.21

STA. 117+00.00

34 OFF. 14.24' LT

70

ELEV. 945.86

59 OFF. 7.58' LT

82

ELEV. 945.72

STA. 114+48.06

STA. 115+31.77

46 OFF. 3.60' LT

STA. 115+32.77

69 OFF. 1.01' LT

ELEV. 945.04

58 OFF. 1.58' LT

81

ELEV. 946.14

STA. 114+40.28

ELEV. 945.52

STA. 117+00.00

STA. 115+32.74

68 OFF. 7.67' LT

ELEV. 944.98

STA. 114+47.75

45 OFF. 19.24' LT

80

ELEV. 946.21

STA. 114+39.27

57 OFF. 1.58' LT

79

STA. 115+22.68

67 OFF. 7.58' LT

ELEV. 944.85

ELEV. 945.53

STA. 116+50.00

STA. 114+02.41

STA. 115+50.00 OFF. 1.08' LT 23 ELEV. 946.12

44 OFF. 20.75' LT

STA. 115+08.09

53 OFF. 8.16' LT

ELEV. 944.27

STA. 115+05.42 OFF. 15.73' LT ELEV. 946.25

11 OFF. 1.08' LT

12

STA. 116+50.00 OFF. 1.08' LT 27 ELEV. 946.44

FLUSH CURB PAVER

STA. 114+67.53 ELEV. 946.01 STA. 114+65.07 ELEV. 945.98 STA. 114+69.88

135 OFF. 5.93' LT ELEV. 945.60

STA. 114+30.21

144 OFF. 30.23' LT ELEV. 944.83 STA. 114+37.60

145 OFF. 29.82' LT ELEV. 945.05 STA. 114+38.61

146 OFF. 29.77' LT ELEV. 945.08 STA. 114+45.97

147 OFF. 29.36' LT ELEV. 945.29 STA. 114+36.76

148 OFF. 40.87' LT ELEV. 944.81

STA. 115+14.64

STA. 114+37.76

136 OFF. 16.30' LT

149 OFF. 40.98' LT

ELEV. 946.17

ELEV. 944.86

STA. 115+68.26

STA. 114+45.05

137 OFF. 22.20' LT 150 OFF. 41.69' LT ELEV. 945.86

ELEV. 945.04

STA. 115+71.19

STA. 114+71.94

138 OFF. 22.15' LT

151 OFF. 43.87' LT

ELEV. 945.84 STA. 116+00.05

139 OFF. 21.14' LT ELEV. 946.28 STA. 115+31.69

140 OFF. 16.50' LT ELEV. 946.02 STA. 114+00.00

ELEV. 945.18 STA. 115+08.65

152 OFF. 38.16' LT ELEV. 945.84 STA. 115+52.68

153 OFF. 1.00' LT ELEV. 945.62

0'

10'

20'

40'

STA. 115+62.99

141 OFF. 31.91' LT

154 OFF. 1.00' LT

ELEV. 944.24

ELEV. 945.62

STA. 114+00.00 STA. 116+50.00 142 OFF. 37.85' LT OFF. 29.31' LT ELEV. 944.12

STA. 115+74.27 STA. 114+29.20 STA. 117+00.00 OFF. 16.04' LT 130 143 OFF. 30.29' LT OFF. 27.06' LT ELEV. 945.90 ELEV. 944.79

GRADING PLAN TOWN BRANCH COMMONS STA. 114+00 TO STA. 117+00


N I E NG GROUND AT TI STI XI MATCH E

120 121

119

28

COUNTY OF

SHEET NO.

109

FAYETTE

148

122 123

ITEM NO.

124

1 20+00

NT RPOI NTE TH CE D WI NATE N COORDI I E TI

+29.76

8+00 1 1

147 24 9

109 PLANTING AREA

63 153

110

66 67

64 65

85

12

181

183 22

182

69 70

18

PLANTING AREA

48

73

74 75

19 51

38

141

81

82 83

97 98

101

102 103

53 58

59

57

180 139

112

140

174 166

143 160 161 167 168 169

107

145

146

104 142

156 125

126 127

11

162

170

128

171 172

129 31

130

84 114 105

106

115 108

158

113

163

173 32 33

157

56

60 21

52

177

111

99 100

PLANTING AREA

159

176

184

80 54

175

165

27 55

155 178

7

78

49

47

185

30 154

131 132 133 134 118 135

34 186

149

5

151

29

4 3

62

152

164

6

136 137

79 13

61

138 PLANTING AREA

116 14

2

NG NTI PLA A ARE

36

35

39

117 187

40 15

1

188 16

NE ST W.VI

S CATE NDI A I D ARE ADE T SH GH I L ACE E PL L TAK L S WI E TI VI NG ACTI PAVI

17

M ATC HLIN E TB C ST A. 1 20+0 0

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-9.DGN

42

41

43

76 77

144

94 95

92 93

96

45

50

BC E T N I CHL M AT

00 117+ . A ST

44

71 72

25

23

150

46

86 87

91

20 7

90

88 89

179

1 20+0 0

00 117+

68

10

ST M ESTO N E S. LI

8

1 1 9+00

.14 +03

00 117+

WA

E.V I NE S T

LEGEND

H4

FLUSH CURB PAVER

PRECAST CONCRETE

H5

SEE HARDSCAPE AND MATERIAL SHEETS FOR WALL AND TRANSITION DETAILS

WALL

H6

SIGNATURE WALL

H7

VEHICULAR WALL

H8

TYPICAL WALL

P I

1

2

3

4

E-SHEET NAME: R00505PL

5

6

Mi croStati on v8.1 1 .9.71 4

USER: hol tonr

DATE PLOTTED: Novem ber 28, 201 8

NOTES

10

7

8

9

STA. 117+25.00 OFF. 1.00' LT ELEV. 946.16

14

STA. 117+50.00 OFF. 1.00' LT ELEV. 946.23

15

STA. 117+75.00 OFF. 0.98' LT ELEV. 946.34

16

STA. 118+00.00 OFF. 1.00' LT ELEV. 946.50

17 OFF. 1.00' LT

STA. 118+25.00 OFF. 0.98' LT ELEV. 946.70

18

STA. 118+30.90 OFF. 1.00' LT ELEV. 946.72

19

STA. 118+28.51 OFF. 20.12' LT ELEV. 946.96

20

STA. 119+41.78

STA. 117+16.18

47 OFF. 14.38' LT

ELEV. 947.52

ELEV. 947.59

STA. 117+95.53

STA. 120+00.00

36 OFF. 15.11' LT

ELEV. 946.91

ELEV. 947.16

STA. 118+50.88 OFF. 42.62' LT

STA. 117+79.29

38 OFF. 5.57' LT

STA. 117+32.16

STA. 117+25.20 OFF. 14.43' LT ELEV. 946.46

ELEV. 946.28

ELEV. 946.60

STA. 117+33.16

ELEV. 946.95

STA. 118+19.83

88 OFF. 24.94' LT

STA. 117+79.01

STA. 117+95.14

77 OFF. 14.68' LT

ELEV. 946.44

ELEV. 946.37

ELEV. 946.97

ELEV. 946.77

STA. 118+53.00 OFF. 30.56' LT ELEV. 946.92

STA. 120+00.00 OFF. 12.64' LT 52 ELEV. 948.06

STA. 117+16.09 OFF. 12.88' LT ELEV. 946.60

STA. 117+85.90 OFF. 33.27' LT ELEV. 947.11

STA. 117+96.11 OFF. 14.76' LT ELEV. 946.78

78

STA. 118+43.43

107 OFF. 10.88' LT

STA. 118+46.58

108 OFF. 5.15' LT

ELEV. 946.96

STA. 118+56.71

109 OFF. 33.86' LT 122

ELEV. 946.86

ELEV. 946.71

STA. 118+12.71

97 OFF. 16.47' LT

STA. 118+62.88

110 OFF. 32.84' LT 123

ELEV. 946.86

ELEV. 946.08 STA. 118+95.54

111 OFF. 28.70' LT 124

ELEV. 946.92

ELEV. 946.34

STA. 118+20.72

99 OFF. 17.49' LT

STA. 119+01.79

112 OFF. 28.16' LT

ELEV. 946.93

ELEV. 946.87

STA. 118+27.75

100 OFF. 18.49' LT

STA. 119+00.65

113 OFF. 8.19' LT

ELEV. 946.98

ELEV. 946.69

STA. 118+12.59

STA. 119+07.26

114 OFF. 7.70' LT

ELEV. 947.04

ELEV. 946.78

ELEV. 947.23

STA. 118+26.77

STA. 118+13.57

STA. 118+11.59 91 OFF. 17.85' LT ELEV. 946.87

STA. 119+16.67

STA. 118+21.70 104 OFF. 9.56' LT ELEV. 946.97

STA. 119+24.35

131 OFF. 15.50' LT

132 OFF. 15.67' LT

STA. 119+11.06 OFF. 59.73' LT

133 OFF. 15.71' LT

STA. 119+17.49 OFF. 61.42' LT

134 OFF. 15.80' LT

STA. 119+18.37 OFF. 61.65' LT

135 OFF. 7.25' LT

ELEV. 947.33

STA. 119+05.27

146 OFF. 14.95' LT ELEV. 947.09

147

ELEV. 947.50 STA. 119+34.74

148

STA. 119+60.45

159 OFF. 41.63' LT ELEV. 947.03

STA. 119+63.12 STA. 119+29.76 160 OFF. 34.36' LT OFF. 57.02' LT ELEV. 946.89

STA. 119+27.47 OFF. 64.20' LT

STA. 119+69.75

161 OFF. 32.12' LT ELEV. 947.04

STA. 119+37.04

STA. 119+43.66 STA. 117+78.86 STA. 119+89.81 STA. 119+25.62 137 OFF. 7.26' LT 150 OFF. 15.06' LT 163 OFF. 28.43' LT OFF. 63.68' LT ELEV. 947.48 ELEV. 946.61 ELEV. 947.20 STA. 119+20.42

125 OFF. 16.99' LT

STA. 119+44.72

151 OFF. 0.99' LT

ELEV. 947.50

ELEV. 946.65

ELEV. 947.13 STA. 119+23.86

126 OFF. 16.99' LT

STA. 119+61.01

139 OFF. 40.10' LT

ELEV. 947.10

ELEV. 947.02

STA. 119+31.32

127 OFF. 17.15' LT ELEV. 946.99 STA. 119+32.33

STA. 119+40.20

129 OFF. 17.30' LT ELEV. 946.85 STA. 119+20.41 130 OFF. 15.49' LT ELEV. 947.16

STA. 118+18.54

138 OFF. 7.25' LT

140

STA. 118+28.82

152 OFF. 0.99' LT ELEV. 946.73

STA. 119+28.32

164 OFF. 3.58' LT

ELEV. 946.77

ELEV. 946.85

STA. 119+38.06

STA. 118+55.08

171 OFF. 25.29' LT 184 OFF. 24.87' LT ELEV. 946.76

ELEV. 946.88

STA. 119+53.59

STA. 118+56.55

172 OFF. 24.90' LT 185 OFF. 31.29' LT ELEV. 946.68

ELEV. 946.80

STA. 119+54.69

STA. 119+50.00

173 OFF. 24.85' LT 186 OFF. 15.08' LT ELEV. 946.69

ELEV. 947.67

STA. 119+55.30

STA. 119+43.05

174 OFF. 32.45' LT 187 OFF. 1.00' LT ELEV. 946.84

STA. 118+28.83

142 OFF. 10.57' LT ELEV. 947.10

STA. 119+33.02

ELEV. 946.98 STA. 119+56.87

188 OFF. 1.00' LT ELEV. 947.08

STA. 119+46.91

176 OFF. 44.35' LT ELEV. 946.88 STA. 119+32.58

177 OFF. 39.40' LT

ELEV. 947.10

ELEV. 946.80

STA. 119+02.61

STA. 119+29.02

165 OFF. 24.99' LT 178 OFF. 41.22' LT ELEV. 946.92

STA. 117+77.68 STA. 119+20.31 STA. 119+61.49 153 OFF. 32.70' LT 166 OFF. 24.99' LT OFF. 38.80' LT ELEV. 946.94 ELEV. 946.98 STA. 117+80.28

STA. 117+87.55

170 OFF. 25.28' LT 183 OFF. 21.61' LT

STA. 119+35.78 STA. 119+27.27 STA. 119+74.83 STA. 119+51.15 STA. 119+24.75 149 OFF. 3.58' LT 162 OFF. 30.95' LT 175 OFF. 43.67' LT 136 OFF. 7.26' LT OFF. 63.44' LT ELEV. 947.41 ELEV. 947.10 ELEV. 946.97 ELEV. 946.86

ELEV. 946.46

117

STA. 119+26.03

ELEV. 946.48

STA. 119+40.72

ELEV. 946.97

STA. 119+29.21 OFF. 0.99' LT ELEV. 946.92

ELEV. 947.16

158 OFF. 7.25' LT

ELEV. 947.34

ELEV. 947.30

ELEV. 946.90

STA. 118+58.56

STA. 119+32.84

ELEV. 947.41

STA. 119+23.33

145 OFF. 17.21' LT

ELEV. 947.32

141 OFF. 5.62' LT

STA. 119+18.68

ELEV. 947.00

STA. 119+31.82

STA. 119+10.18 OFF. 59.51' LT

128 OFF. 17.19' LT

116 OFF. 0.99' LT

STA. 118+53.09

144 OFF. 20.54' LT 157 OFF. 15.49' LT

ELEV. 947.17

115 OFF. 7.30' LT

ELEV. 946.78

STA. 118+27.71 STA. 118+20.73 OFF. 26.07' LT 103 OFF. 9.39' LT ELEV. 947.08 ELEV. 946.94

121

ELEV. 946.71

STA. 118+11.75

96 OFF. 16.36' LT

120

ELEV. 947.15

STA. 118+27.55

95 OFF. 19.98' LT

119

ELEV. 947.22

101 OFF. 8.41' LT

ELEV. 947.08

90

STA. 118+31.10

106 OFF. 1.59' LT

ELEV. 946.92

89 OFF. 25.92' LT 102 OFF. 8.53' LT

ELEV. 946.73

64 OFF. 32.78' LT

65

ELEV. 947.04

STA. 117+88.02

76 OFF. 14.13' LT

ELEV. 946.92

39

STA. 118+18.88

87 OFF. 24.81' LT

ELEV. 946.73

STA. 117+78.09

STA. 117+32.88

51 OFF. 14.47' LT

ELEV. 947.00

STA. 117+87.05

75 OFF. 14.06' LT

ELEV. 946.19

63 OFF. 32.72' LT

STA. 118+11.92

ELEV. 947.34

STA. 118+20.54

STA. 118+19.76

86 OFF. 23.93' LT

ELEV. 947.24

ELEV. 946.92

94 OFF. 18.98' LT

STA. 119+27.07

118 OFF. 7.26' LT

STA. 118+19.59

93 OFF. 18.86' LT

98 OFF. 17.37' LT

ELEV. 946.99

STA. 118+30.09

105 OFF. 1.58' LT

ELEV. 946.88

STA. 118+10.97

STA. 117+79.90

74 OFF. 13.61' LT

STA. 118+12.55

92 OFF. 17.96' LT

85 OFF. 23.82' LT

ELEV. 946.79

61 OFF. 1.58' LT

62 OFF. 1.58' LT

ELEV. 946.70

STA. 117+95.99

73 OFF. 16.26' LT

ELEV. 946.40

ELEV. 946.47

50

STA. 118+53.00

STA. 117+24.65

STA. 117+24.19

49 OFF. 14.43' LT

STA. 117+96.73

84 OFF. 6.79' LT

STA. 117+95.02 ELEV. 946.79

ELEV. 946.58

ELEV. 946.69

ELEV. 946.75

ELEV. 946.43

60 OFF. 4.96' LT

STA. 117+95.75

83 OFF. 6.70' LT

STA. 117+87.92

72 OFF. 16.18' LT

STA. 117+17.18

48 OFF. 14.39' LT

STA. 117+86.96 OFF. 15.55' LT ELEV. 946.75

71 OFF. 15.62' LT

STA. 117+23.64

ELEV. 946.59

STA. 119+50.00

70

59 OFF. 4.95' LT

ELEV. 946.30

34 OFF. 15.78' LT

ELEV. 946.62

ELEV. 946.60

STA. 117+34.23

46 OFF. 20.47' LT

STA. 117+88.52

ELEV. 946.63

STA. 117+16.63

ELEV. 946.32

ELEV. 946.61

82 OFF. 6.14' LT

ELEV. 946.63

58 OFF. 4.89' LT

STA. 117+87.54

81 OFF. 6.07' LT

STA. 117+79.83

STA. 117+15.63

STA. 117+33.22

45 OFF. 20.47' LT

STA. 117+80.48 OFF. 1.58' LT ELEV. 946.47

69 OFF. 15.11' LT

ELEV. 946.36

57 OFF. 4.88' LT

80

ELEV. 947.15

STA. 117+32.80

ELEV. 946.51

ELEV. 946.76

35 OFF. 7.08' LT

ELEV. 946.45

ELEV. 946.53

ELEV. 946.83

33 OFF. 17.02' LT

STA. 117+94.66

68 OFF. 34.02' LT

56 OFF. 12.97' LT

ELEV. 946.37

ELEV. 947.15

STA. 117+25.11

STA. 117+24.54

STA. 117+79.48

79 OFF. 1.59' LT

ELEV. 947.13

55 OFF. 12.93' LT

ELEV. 946.69

43 OFF. 20.43' LT

STA. 117+86.84

66 OFF. 33.34' LT

ELEV. 946.47

STA. 117+17.53

42 OFF. 20.44' LT

STA. 117+25.54

ELEV. 946.90

26

ELEV. 946.71

44 OFF. 20.44' LT

STA. 117+94.58

25 OFF. 30.56' LT

STA. 117+93.72

67 OFF. 33.93' LT

STA. 119+41.26

STA. 119+50.88

23 OFF. 22.24' LT

STA. 117+24.11

54 OFF. 12.93' LT

31 OFF. 17.29' LT

ELEV. 946.28

ELEV. 946.59

STA. 119+46.22 OFF. 51.55' LT ELEV. 947.02

STA. 117+77.84 OFF. 21.01' LT ELEV. 946.69

STA. 118+91.97 OFF. 47.45' LT

STA. 119+13.48 OFF. 1.00' LT ELEV. 946.90

30

STA. 119+49.79 OFF. 17.07' LT ELEV. 946.76

22 OFF. 22.16' LT

STA. 117+16.53

41 OFF. 20.43' LT

ELEV. 946.27

STA. 117+50.00 OFF. 14.25' LT 32 ELEV. 946.44

STA. 118+61.37 OFF. 44.97' LT

STA. 117+17.09 OFF. 12.89' LT ELEV. 946.58

STA. 117+33.35

STA. 117+32.35

24

STA. 119+00.00 OFF. 57.01' LT

29 OFF. 4.97' LT

ELEV. 947.44 STA. 117+50.00 OFF. 19.96' LT ELEV. 946.44

STA. 120+00.00 OFF. 4.64' LT 53 ELEV. 947.98

40

ELEV. 946.36

STA. 120+00.00

STA. 118+98.69

13

STA. 119+75.00 OFF. 1.00' LT ELEV. 947.23

21 OFF. 4.98' LT

STA. 117+78.59 OFF. 21.05' LT ELEV. 946.70

STA. 117+33.89

27 OFF. 14.47' LT

STA. 119+50.00 OFF. 1.00' LT 28 ELEV. 947.03

STA. 118+62.10 OFF. 41.33' LT ELEV. 946.40

11 OFF. 13.12' LT

12

STA. 119+25.00 OFF. 0.98' LT ELEV. 946.91

STA. 119+21.31

ELEV. 946.71 STA. 119+24.64

179 OFF. 55.05' LT ELEV. 945.81

0'

10'

20'

40'

STA. 119+52.91

154 OFF. 47.00' LT 167 OFF. 24.99' LT 180 OFF. 38.97' LT ELEV. 947.00

ELEV. 946.98

STA. 119+60.04

STA. 119+28.67

155 OFF. 49.34' LT 168 OFF. 25.07' LT ELEV. 946.98

ELEV. 946.89

ELEV. 946.95 STA. 117+79.54

181 OFF. 21.10' LT ELEV. 946.72

STA. 119+47.30 STA. 119+22.84 STA. 119+29.68 STA. 117+86.59 143 OFF. 29.47' LT 156 OFF. 16.99' LT 169 OFF. 25.10' LT 182 OFF. 21.54' LT ELEV. 946.65 ELEV. 947.12 ELEV. 946.87 ELEV. 946.84

GRADING PLAN TOWN BRANCH COMMONS STA. 117+00 TO STA. 120+00


15

30

+47.86

MATCH EXISTING GROUND AT TIE-IN

21

45 40

13

43 44

34 32

92 103 104 17

111

109 108

12

47

46

117

112

110

105

65 35

71 72

73 74

66 36

75 76

77 78

79 80

81 82

83

84

85

29

86

116

49 50

48

69 70

119

51

20

67 68

120

113

52 118

18

31

96

PLA NTI NG ARE A

23 24

106

53

107

58

54 55

56 114

59 60

61 115

94

93

19

95

33

PL ANTI NG ARE A 62

3

8 39

4

37

16

A NG ARE ANTI PL 38

MA TC HL IN E

57

23+00 STA. 1

ST A. 120 +0 0

41 42

14

TB C

28

26

90

2

27

6

63

123

122

10

9

11

7

64

MATCHLINE

TBC

5

S CATE NDI A I D ARE ADE T SH GH I L ACE E PL L TAK L S WI E TI VI NG ACTI PAVI

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-1 0.DGN

110

PLANTING AREA

91

1

SHEET NO.

FAYETTE

89

102

ITEM NO.

1 23+00

25

88

22+00 1

MATCH EXISTING GROUND AT TIE-IN

+88.68

87

HERNA N DO ALLEY

+47.93

1 21 +00

120 +0 0

121

86

COUNTY OF

NE ST .VI E

97 LEGEND

101 H4

98 99

SEE HARDSCAPE AND MATERIAL SHEETS

100

FLUSH CURB PAVER

MATCH EXISTING GROUND AT RAMP TIE-IN

H5

PRECAST CONCRETE WALL

H6

SIGNATURE WALL

H7

VEHICULAR WALL

H8

TYPICAL WALL

FOR WALL AND TRANSITION DETAILS

NOTES 1

2

3

4

E-SHEET NAME: R00505PL

5

6

Mi croStati on v8.1 1 .9.71 4

USER: hol tonr

DATE PLOTTED: Novem ber 28, 201 8

K E NTUC K Y STA. 120+25.00 STA. 120+50.00 L E AGU E OF

10

7

8

9

STA. 121+42.40

14

OFF. 15.00' LT ELEV. 948.03

STA. 120+50.00 OFF. 1.00' LT 15 ELEV. 947.86

STA. 121+47.93 OFF. 36.35' LT

STA. 122+49.31

STA. 121+29.76

28 OFF. 25.00' LT

41 OFF. 25.63' LT

STA. 120+75.00 OFF. 1.04' LT 16 ELEV. 948.06

STA. 122+00.00 OFF. 4.65' LT 29 ELEV. 948.88

STA. 121+00.00 OFF. 1.00' LT ELEV. 948.18

STA. 120+50.00

17 OFF. 12.51' LT

STA. 121+25.00 OFF. 1.04' LT ELEV. 948.14

18

STA. 121+50.00 OFF. 1.00' LT ELEV. 948.08

19

STA. 121+75.00 OFF. 1.00' LT ELEV. 948.17

20

ELEV. 947.63

30

ELEV. 948.48

STA. 121+37.19

STA. 122+40.16

68 OFF. 24.97' LT

STA. 121+83.42 OFF. 34.63' LT

43 OFF. 25.42' LT

STA. 121+88.16

STA. 121+47.39

45 OFF. 25.02' LT

ELEV. 948.69

ELEV. 948.26

STA. 122+49.30 OFF. 4.99' LT 46 ELEV. 949.20

STA. 121+51.43 OFF. 25.01' LT ELEV. 948.00

STA. 122+31.99

STA. 121+61.44

47 OFF. 24.98' LT

STA. 122+25.00 OFF. 0.99' LT ELEV. 948.50

35 OFF. 16.48' LT

ELEV. 947.52

STA. 122+75.00

STA. 121+00.00

STA. 122+31.70

37 OFF. 4.98' LT

ELEV. 948.82

ELEV. 948.57

ELEV. 949.09

STA. 121+67.44 OFF. 24.96' LT ELEV. 948.49

26

ELEV. 948.23

50

STA. 122+00.00 OFF. 25.35' LT 39 ELEV. 948.78

STA. 121+37.25 OFF. 14.50' LT ELEV. 948.19

ELEV. 948.19

ELEV. 948.10

ELEV. 949.25

STA. 121+46.09 OFF. 1.58' LT ELEV. 948.59

STA. 121+45.80 OFF. 14.51' LT ELEV. 948.14

STA. 122+28.89 OFF. 16.49' LT 78 ELEV. 949.15

STA. 122+48.32 OFF. 14.99' LT ELEV. 949.29

65

ELEV. 947.80 STA. 120+31.33

88 OFF. 27.83' LT ELEV. 948.14 STA. 120+49.64

101

STA. 121+52.57 OFF. 40.41' RT

ELEV. 948.32

90

STA. 121+37.61 ELEV. 948.23

STA. 122+12.82 ELEV. 948.42

STA. 121+38.69

111 OFF. 22.50' LT

STA. 121+55.04 OFF. 47.78' RT

112 OFF. 22.50' LT

STA. 121+63.39 OFF. 49.68' RT

113 OFF. 14.50' LT

STA. 121+64.36 OFF. 42.21' RT

114 OFF. 12.99' LT

ELEV. 948.23 STA. 121+44.43 ELEV. 948.20 STA. 121+44.43 ELEV. 948.15 STA. 121+44.43 ELEV. 948.19

STA. 120+50.00

0'

10'

20'

40'

STA. 121+44.43

115 OFF. 5.00' LT

ELEV. 948.06

ELEV. 948.35

STA. 120+61.82 STA. 121+00.00 OFF. 26.78' LT 103 OFF. 22.50' LT 116 ELEV. 948.33 ELEV. 948.31

STA. 120+79.46 STA. 121+12.38 91 OFF. 25.70' LT 104 OFF. 22.50' LT ELEV. 948.25 ELEV. 948.32

ELEV. 947.20

110 OFF. 22.50' LT 123 OFF. 0.99' LT

STA. 121+51.88 OFF. 47.55' RT

89 OFF. 28.30' LT 102 OFF. 22.50' LT

STA. 122+41.07

77 OFF. 14.97' LT

ELEV. 948.59

52

STA. 120+16.80

87 OFF. 27.52' LT 100

ELEV. 949.24

STA. 121+61.44

99

ELEV. 949.41

STA. 122+40.08

ELEV. 948.08

64 OFF. 1.00' LT

STA. 120+03.49

86 OFF. 27.65' LT

ELEV. 949.19

76 OFF. 14.97' LT

98

ELEV. 949.40

STA. 122+32.84

STA. 121+51.43

STA. 121+38.30

51 OFF. 14.50' LT

STA. 122+68.11

85 OFF. 16.50' LT

ELEV. 949.28

75 OFF. 14.97' LT

97

ELEV. 947.82

STA. 122+48.32

74 OFF. 16.49' LT

ELEV. 948.37

63 OFF. 1.00' LT

STA. 122+78.00

ELEV. 914.23

STA. 121+45.25

62 OFF. 4.56' LT

STA. 122+32.86

84 OFF. 25.00' LT

ELEV. 948.28

STA. 120+00.00

121 OFF. 22.62' LT

STA. 121+67.44 STA. 121+29.70 STA. 122+01.49 OFF. 13.62' LT 109 OFF. 22.50' LT 122 OFF. 0.99' LT ELEV. 948.56 ELEV. 948.27 ELEV. 948.35

STA. 122+41.08

ELEV. 948.39

STA. 121+28.62

108 OFF. 22.50' LT

STA. 122+76.60 OFF. 25.01' LT 96 ELEV. 947.81

73 OFF. 16.47' LT

STA. 121+37.85

61 OFF. 4.50' LT

STA. 121+61.44

95 OFF. 5.00' LT

ELEV. 948.88

STA. 122+48.33 OFF. 24.99' LT 83 ELEV. 947.63

ELEV. 949.22

ELEV. 948.39

ELEV. 948.48

STA. 122+00.00

120 OFF. 23.68' LT

ELEV. 948.22

STA. 122+40.09

STA. 121+36.84

60 OFF. 4.54' LT

ELEV. 948.20

STA. 122+48.30

82 OFF. 4.99' LT

STA. 121+12.37

107 OFF. 4.50' LT

ELEV. 949.19

72 OFF. 16.47' LT

ELEV. 948.43

STA. 121+51.43

94 OFF. 5.00' LT

ELEV. 949.15

ELEV. 949.98

STA. 121+29.39

59 OFF. 4.49' LT

STA. 122+00.00

118 OFF. 14.18' LT

ELEV. 947.58

71 OFF. 16.47' LT

ELEV. 948.44

STA. 121+29.56

STA. 121+45.09

38 OFF. 1.58' LT

STA. 121+28.38

58 OFF. 4.51' LT

ELEV. 948.24

49 OFF. 14.50' LT

70

ELEV. 948.17

STA. 121+28.51

48 OFF. 14.50' LT

ELEV. 949.17 STA. 122+31.84 OFF. 14.98' LT ELEV. 949.19

STA. 121+45.72

ELEV. 948.02

STA. 122+31.87

STA. 121+00.00 OFF. 12.49' LT 36 ELEV. 948.51

ELEV. 948.22

57 OFF. 13.01' LT

STA. 122+41.00

STA. 122+41.14

69 OFF. 24.97' LT

STA. 121+12.37

ELEV. 948.44 ELEV. 948.28 ELEV. 948.97 K E NTU CK Y UTI L I TI E S CO .122+00.00 STA. 122+40.00 STA. 121+46.28 STA. 121+12.37 STA. OFF. 4.97' LT OFF. 5.00' LT OFF. 12.49' LT OFF. 15.67' LT D. 93 119 106 B. 3 02 P G.948.32 3 4 ELEV. 949.14 ELEV. 948.31 ELEV. 9 ELEV. 948.96

81 OFF. 4.97' LT

ELEV. 947.58

STA. 121+38.23

56 OFF. 13.00' LT

ELEV. 948.29

32 OFF. 25.41' LT

STA. 122+50.00 OFF. 1.00' LT 23 ELEV. 948.66

ELEV. 948.22

STA. 121+38.83

STA. 121+67.44 OFF. 5.00' LT ELEV. 948.57

24 OFF. 4.50' LT

13

ELEV. 948.29

80

ELEV. 947.53

55 OFF. 13.00' LT

STA. 121+46.39 OFF. 25.07' LT ELEV. 948.26

STA. 121+59.13 OFF. 35.81' LT

ELEV. 948.26

STA. 121+02.30

92 OFF. 24.89' LT 105 OFF. 15.00' LT

ELEV. 949.09

STA. 122+32.97

67 OFF. 24.97' LT

STA. 121+37.74

34 OFF. 24.99' LT

25

STA. 121+29.54

54 OFF. 13.00' LT

STA. 122+32.70

79 OFF. 4.97' LT

ELEV. 949.17

42 OFF. 25.45' LT

STA. 122+00.00 STA. 121+88.68 OFF. 1.00' LT 21 OFF. 34.38' LT ELEV. 948.34

STA. 121+48.43 OFF. 25.01' LT ELEV. 948.15

STA. 122+28.88

66 OFF. 14.99' LT

ELEV. 948.27

ELEV. 948.32

STA. 120+50.00 STA. 122+49.30 OFF. 4.51' LT 31 OFF. 14.99' LT 44 ELEV. 948.40 ELEV. 949.30

STA. 121+00.00 OFF. 15.00' LT 33 ELEV. 948.27

STA. 121+28.49

53 OFF. 13.00' LT

STA. 122+49.31 OFF. 16.49' LT ELEV. 949.28

11 OFF. 1.00' LT

12

STA. 121+28.67

C I T OFF. 1.00' LT I 27 40 OFF. 25.64' LT E S. I N C . ELEV. 948.09 ELEV. 948.32 D. B. 2 1 07 PG. 01

OFF. 1.04' LT ELEV. 947.65

117

STA. 121+67.44 OFF. 15.12' LT ELEV. 948.53 STA. 121+67.44 OFF. 23.12' LT ELEV. 948.50

GRADING PLAN TOWN BRANCH COMMONS STA. 120+00 TO STA. 123+00


1 26+00

1 25+00

SHEET NO.

FAYETTE

4 +03.1

+73.24

1 24+00

1 23+00

MATCH EXISTING GROUND AT TIE-IN

ITEM NO.

MATCH EXISTING GROUND AT TIE-IN

1 26+00

1 23+00

COUNTY OF

PLANTING AREA

PL ANTI NG ARE A

20

17

26

23

53

29

24 18

49

PL ANTI NG ARE A

1

2

46 47

48 32

50 33

51 52

16

35

55 56

22

54

58 59

30

60 61

3

5

4

6

27

28

42

38

PL ANTI NG ARE A

66

67 68

69 70

71

72

73 74

75 76

77

78

79 80

81 82

83

84

85 86

87 88

89

39 43

EXISTING COLUMNS TO REMAIN

62

40

57

MATCHLINE

TBC

23+00 STA. 1

14

45

25

65

44

PL ANTI NG ARE A

7

8

TBC

19

41

37

9 10

11

13

12

MATCHLINE

15

64

STA. 1 26+00

63

E .VI NE ST

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-1 1 .DGN

S CATE NDI A I D ARE ADE T SH GH I L ACE E PL L TAK L S WI E TI VI NG ACTI PAVI

LEGEND

H4

H5

SEE HARDSCAPE AND MATERIAL SHEETS FOR WALL AND TRANSITION DETAILS

FLUSH CURB PAVER

PRECAST CONCRETE WALL

H6

SIGNATURE WALL

H7

VEHICULAR WALL

H8

TYPICAL WALL

1

STA. 123+00.00 OFF. 1.00' LT 14 ELEV. 948.97

STA. 123+00.00 OFF. 17.00' LT 27 ELEV. 949.60

STA. 124+36.67 OFF. 1.00' LT 40 ELEV. 949.69

STA. 125+00.00 OFF. 5.00' LT 53 ELEV. 950.55

STA. 124+45.39 OFF. 15.00' LT 66 ELEV. 950.40

STA. 125+64.03 OFF. 30.90' LT 79 ELEV. 950.77

STA. 125+64.05 OFF. 15.00' LT ELEV. 950.95

STA. 123+25.00 OFF. 1.00' LT 15 ELEV. 949.11

STA. 123+00.00 OFF. 25.00' LT 28 ELEV. 949.51

STA. 124+42.17 OFF. 1.00' LT ELEV. 949.72

STA. 125+50.00

STA. 124+46.39

STA. 125+64.04

2

STA. 125+71.39 OFF. 15.00' LT ELEV. 950.99

STA. 123+50.00 OFF. 1.00' LT 15 ELEV. 949.25

STA. 124+63.06 OFF. 16.50' LT 29 ELEV. 950.45

STA. 123+75.00 OFF. 1.00' LT ELEV. 949.38

STA. 123+00.00

3

17 OFF. 14.49' LT

30

ELEV. 949.61

STA. 124+00.00 OFF. 1.00' LT 18 ELEV. 949.51

STA. 123+00.00 OFF. 5.00' LT ELEV. 949.52

E-SHEET NAME: R00505PL

4

6

STA. 124+25.00 OFF. 1.00' LT 19 ELEV. 949.63

STA. 123+50.00 OFF. 25.00' LT 32 ELEV. 949.79

7

STA. 124+50.00 OFF. 1.00' LT 20 ELEV. 949.75

STA. 123+50.00 OFF. 17.00' LT 33 ELEV. 949.87

8

STA. 124+75.00 OFF. 1.00' LT ELEV. 949.88

Mi croStati on v8.1 1 .9.71 4

USER: hol tonr

DATE PLOTTED: Novem ber 28, 201 8

NOTES

10

5

9

41 OFF. 30.88' LT

54 OFF. 15.00' LT

67 OFF. 25.00' LT 80

ELEV. 950.72

ELEV. 950.38

ELEV. 950.85

STA. 124+00.00 OFF. 14.50' LT 42 ELEV. 950.15

STA. 125+50.00 OFF. 16.50' LT 55 ELEV. 950.87

STA. 124+54.73 OFF. 15.00' LT 68 ELEV. 950.43

STA. 125+71.37 OFF. 25.01' LT ELEV. 950.88

STA. 124+00.00 OFF. 5.00' LT 43 ELEV. 950.05

STA. 125+50.00 56 OFF. 12.75' LT

STA. 124+62.06 OFF. 15.00' LT 69 ELEV. 950.46

STA. 125+72.37 OFF. 25.01' LT 82 ELEV. 950.89

STA. 125+79.72 OFF. 15.00' LT ELEV. 951.03

STA. 125+50.00

STA. 124+45.40

STA. 125+79.70 OFF. 25.00' LT 83 ELEV. 950.92

STA. 125+80.72 OFF. 15.00' LT ELEV. 951.03

STA. 125+72.39

81 OFF. 15.00' LT ELEV. 950.99

44 OFF. 5.00' LT

57 OFF. 5.00' LT

ELEV. 950.78

ELEV. 950.28

STA. 124+62.05 OFF. 25.04' LT 45 ELEV. 950.36

STA. 124+45.38 OFF. 25.00' LT 58 ELEV. 950.27

STA. 124+46.40 STA. 125+80.70 OFF. 5.00' LT 71 OFF. 25.00' LT 84 ELEV. 950.28 ELEV. 950.93

STA. 125+63.06 OFF. 5.00' LT ELEV. 950.84

STA. 124+53.72 OFF. 16.50' LT 46 ELEV. 950.40

STA. 124+46.38 OFF. 25.00' LT 59 ELEV. 950.28

STA. 124+53.74 OFF. 5.00' LT 72 ELEV. 950.32

STA. 125+63.04 OFF. 16.50' LT 85 ELEV. 950.93

STA. 125+64.06 OFF. 5.00' LT ELEV. 950.85

STA. 124+53.70

STA. 124+54.74

STA. 125+64.05

STA. 125+71.40

47 OFF. 25.02' LT

60 OFF. 5.00' LT

ELEV. 950.31

STA. 125+00.00 OFF. 1.00' LT 22 ELEV. 950.00

STA. 124+63.06 OFF. 15.00' LT 35 ELEV. 950.46

STA. 124+53.73 OFF. 15.00' LT 48 ELEV. 950.42

STA. 124+54.70 OFF. 25.03' LT ELEV. 950.32

STA. 125+25.00 OFF. 1.00' LT 23 ELEV. 950.12

STA. 123+50.00 OFF. 14.50' LT 36 ELEV. 949.89

STA. 125+50.00 49 OFF. 33.64' LT

STA. 125+50.00

STA. 123+50.00

STA. 125+00.00

70

73 OFF. 16.50' LT

ELEV. 950.32

ELEV. 950.93

STA. 124+62.07

61 OFF. 5.00' LT

STA. 125+72.40

87 OFF. 5.00' LT

ELEV. 950.36

ELEV. 950.97

ELEV. 950.89

STA. 124+45.39 OFF. 16.50' LT 62 ELEV. 950.37

STA. 124+63.07 OFF. 5.00' LT 75 ELEV. 950.36

STA. 125+72.38 OFF. 16.49' LT 88 ELEV. 950.98

STA. 125+79.73 OFF. 5.00' LT ELEV. 950.93

STA. 124+46.39 OFF. 16.50' LT 63 ELEV. 950.37

STA. 124+62.04 OFF. 30.78' LT 76 ELEV. 950.30

STA. 125+79.72 OFF. 16.50' LT 89 ELEV. 951.01

STA. 125+80.73 OFF. 5.00' LT ELEV. 950.93

24 OFF. 5.00' LT

ELEV. 950.24

ELEV. 949.79

ELEV. 950.49

12

STA. 125+74.39 OFF. 1.00' LT 25 ELEV. 950.36

STA. 124+00.00 OFF. 25.00' LT 38 ELEV. 950.05

STA. 125+00.00 STA. 124+54.72 OFF. 16.50' LT 51 OFF. 16.50' LT 64 ELEV. 950.63 ELEV. 950.41

STA. 124+63.04 OFF. 30.78' LT 77 ELEV. 950.31

STA. 125+80.72 OFF. 16.50' LT ELEV. 951.02

13

STA. 125+85.73 OFF. 1.00' LT 26 ELEV. 950.41

STA. 124+00.00 OFF. 17.00' LT 39 ELEV. 950.13

STA. 125+00.00 OFF. 15.00' LT 52 ELEV. 950.65

STA. 125+63.04 OFF. 30.90' LT 78 ELEV. 950.79

STA. 125+63.05 OFF. 15.00' LT ELEV. 950.94

50

ELEV. 950.89

STA. 125+71.38

74 OFF. 16.50' LT

11 OFF. 1.00' LT

37 OFF. 30.83' LT

86 OFF. 5.00' LT

STA. 124+62.06 OFF. 16.50' LT 65 ELEV. 950.44

0'

10'

20'

40'

GRADING PLAN TOWN BRANCH COMMONS STA. 123+00 TO STA. 126+00

111


28

16

31

63

52

58 55

29

23

83

64

106

40 84

62 34

35 86

87 108

54

26

20

59 60

82

65

66 67

61 68

69

88

89 90

91 92

93

72

73 74

71 78

70

94

95 96

97 98

99

46

107 47

109

50

17 75 24

18

76 77

79

2

5

103 104

105 45

51

100

80

8

7

6

124

101102

39

9

116

10

11

12

121

122

S CATE NDI A I D ARE ADE T SH GH I L ACE E PL L TAK L S WI E TI VI NG ACTI PAVI

MATCHLINE

MATCHLINE

TBC

TBC

1

123

4

3

115

114

81

30

NE ST .VI E

N I E NG GROUND AT TI STI XI MATCH E

49

48

44

32

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-1 2.DGN

STA. 1 29+00

26+00 STA. 1

14

53

25

19

13

38

15

112

FAYETTE

1 29+00

21

SHEET NO.

1 29+00

27

1 28+00

AYRES ALLEY

27+00 1

26+00 1

26+00 1

N I E NG GROUND AT TI STI XI MATCH E

22

ITEM NO.

COUNTY OF

56 33

111

57

110

36

37

43

112

113

42

41

LEGEND

H5

117

119

PRECAST CONCRETE WALL

118

NG STI XI MATCH E N I E GROUND AT TI SEE HARDSCAPE AND MATERIAL SHEETS FOR WALL AND TRANSITION DETAILS

FLUSH CURB PAVER

BECK ALLEY

H4

120

H6

SIGNATURE WALL

H7

VEHICULAR WALL

H8

TYPICAL WALL

NOTES ELEV. 950.48

STA. 126+00.00 OFF. 17.00' LT 27 ELEV. 951.11

STA. 127+57.47 40 OFF. 44.68' LT

2

STA. 126+25.00 OFF. 1.00' LT 15 ELEV. 950.61

STA. 127+58.83 OFF. 31.14' LT 28 ELEV. 951.06

STA. 127+57.47 OFF. 38.68' LT ELEV. 951.15

3

STA. 126+50.00 OFF. 1.00' LT 16 ELEV. 950.73

STA. 127+53.40 OFF. 33.66' LT 29 ELEV. 951.06

STA. 126+75.00 OFF. 1.00' LT ELEV. 950.85

STA. 126+00.00

17 OFF. 14.50' LT

30

ELEV. 951.12

STA. 128+06.15 OFF. 24.98' LT ELEV. 951.50

STA. 127+07.70

53 OFF. 25.00' LT ELEV. 951.55

STA. 127+67.73

41 OFF. 42.17' RT

STA. 127+39.06

66 OFF. 16.50' LT ELEV. 951.79

STA. 127+14.81

54 OFF. 16.50' LT

ELEV. 950.63

ELEV. 951.67

STA. 127+00.00 OFF. 14.50' LT 42 ELEV. 951.61

STA. 127+86.99 OFF. 42.17' RT 55 ELEV. 950.90

STA. 127+16.22 OFF. 16.50' LT ELEV. 951.68

STA. 127+00.00 OFF. 5.00' LT 43 ELEV. 951.52

STA. 127+86.99 OFF. 31.00' RT 56 ELEV. 951.40

STA. 127+47.41

79 OFF. 5.00' LT ELEV. 951.74

STA. 127+46.40

67 OFF. 16.50' LT

STA. 128+53.20

106 OFF. 25.00' LT

ELEV. 952.20

STA. 127+55.75

81 OFF. 5.00' LT

ELEV. 952.12

STA. 128+22.83

93 OFF. 16.50' LT

ELEV. 951.59

STA. 127+54.74

STA. 128+23.25

105 OFF. 5.00' LT

ELEV. 952.19

STA. 127+54.75

80 OFF. 5.00' LT

ELEV. 951.82

68 OFF. 16.50' LT

STA. 128+21.83

92 OFF. 16.49' LT

ELEV. 952.26

STA. 128+05.40

94 OFF. 14.99' LT

STA. 128+54.61

STA. 127+67.74

118 OFF. 62.63' RT

STA. 127+57.75

119 OFF. 68.63' RT

STA. 127+67.75

107 OFF. 25.00' LT 120 OFF. 68.63' RT

ELEV. 951.40

ELEV. 951.57

ELEV. 951.62

ELEV. 952.27

STA. 127+57.73 OFF. 32.58' RT 69 ELEV. 950.66

STA. 127+55.74 OFF. 16.50' LT 82 ELEV. 951.34

STA. 128+05.02 OFF. 31.47' LT 95 ELEV. 951.29

STA. 128+06.39 STA. 128+46.04 STA. 129+00.00 OFF. 14.98' LT 108 OFF. 16.45' LT 121 OFF. 1.00' LT ELEV. 951.69 ELEV. 952.31 ELEV. 951.96

5

STA. 127+00.00 OFF. 1.00' LT 18 ELEV. 950.97

STA. 127+57.50 STA. 126+00.00 OFF. 5.00' LT 31 OFF. 33.68' LT 44 ELEV. 951.08 ELEV. 951.03

STA. 127+85.95 OFF. 31.00' RT 57 ELEV. 951.40

STA. 127+67.73 OFF. 32.58' RT 70 ELEV. 951.69

STA. 127+55.74 OFF. 15.00' LT 83 ELEV. 951.37

STA. 128+05.99 OFF. 31.49' LT 96 ELEV. 951.34

STA. 128+13.64 STA. 128+44.67 STA. 128+89.38 OFF. 15.01' LT 109 OFF. 16.50' LT 122 OFF. 1.00' LT ELEV. 952.17 ELEV. 952.31 ELEV. 951.90

STA. 126+50.00 OFF. 25.00' LT 32 ELEV. 951.27

STA. 127+32.65 45 OFF. 31.88' RT

STA. 128+50.00 OFF. 5.00' LT 58 ELEV. 952.25

STA. 127+38.05 OFF. 25.03' LT ELEV. 950.20

STA. 128+13.34

STA. 128+14.63

6

STA. 127+25.00 OFF. 1.00' LT 19 ELEV. 951.09

STA. 127+54.74

E-SHEET NAME: R00505PL

4

14

STA. 127+50.00 OFF. 1.00' LT 20 ELEV. 951.21

STA. 126+50.00 OFF. 17.00' LT 33 ELEV. 951.35

STA. 127+32.26 46 OFF. 34.54' RT

STA. 129+00.00 OFF. 25.69' LT 59 ELEV. 952.51

STA. 127+75.42 OFF. 1.00' LT ELEV. 951.34

STA. 127+53.39

STA. 127+54.74

STA. 129+00.00

Mi croStati on v8.1 1 .9.71 4

USER: hol tonr

DATE PLOTTED: Novem ber 28, 201 8

STA. 126+00.00

1 OFF. 1.00' LT

10

7

8

9

13

34 OFF. 25.00' LT

47 OFF. 17.69' LT

ELEV. 951.11

ELEV. 951.24

STA. 128+00.00 OFF. 1.00' LT 22 ELEV. 951.46

STA. 127+53.38 35 OFF. 44.67' LT

STA. 128+14.32 OFF. 25.01' LT ELEV. 950.56

48 OFF. 31.00' RT

STA. 128+25.00 OFF. 1.00' LT 23 ELEV. 951.58

STA. 126+50.00 OFF. 14.50' LT 36 ELEV. 951.37

STA. 127+56.10 OFF. 42.17' RT ELEV. 950.43

49 OFF. 31.00' RT

STA. 128+50.00

STA. 126+50.00

STA. 127+57.73

11 OFF. 1.00' LT

12

21 OFF. 38.67' LT

24 OFF. 5.00' LT

37 OFF. 42.17' RT

ELEV. 952.06

STA. 127+39.05 OFF. 25.00' LT 72 ELEV. 951.70

STA. 127+38.06 OFF. 15.00' LT 85 ELEV. 951.82

STA. 128+14.32 OFF. 25.01' LT ELEV. 952.07

STA. 127+46.38

STA. 127+39.06

STA. 128+21.53

73 OFF. 15.00' LT

ELEV. 951.73

STA. 127+75.73

STA. 127+46.40

74 OFF. 15.00' LT

ELEV. 951.83

STA. 127+57.67

STA. 128+21.89

98 OFF. 15.00' LT

STA. 128+22.53

STA. 128+05.63

STA. 128+05.36

ELEV. 951.74

ELEV. 951.70

ELEV. 951.59

STA. 129+00.00 OFF. 15.19' LT 63 ELEV. 952.61

STA. 127+54.73 OFF. 31.14' LT 76 ELEV. 951.00

STA. 127+39.08 OFF. 5.00' LT 89 ELEV. 951.70

STA. 128+06.35 STA. 128+13.94 OFF. 16.48' LT 102 OFF. 5.01' LT ELEV. 951.66 ELEV. 952.07 STA. 128+13.59

ELEV. 951.70

ELEV. 951.27

ELEV. 950.47

STA. 128+75.00 OFF. 1.00' LT 25 ELEV. 951.83

STA. 127+00.00 OFF. 25.00' LT 38 ELEV. 951.51

STA. 129+00.00 STA. 128+00.00 OFF. 31.36' LT 51 OFF. 5.68' LT 64 ELEV. 952.52 ELEV. 951.26

STA. 127+55.73 OFF. 31.14' LT 77 ELEV. 951.05

STA. 127+46.41 OFF. 5.00' LT ELEV. 951.74

STA. 126+00.00 OFF. 25.00' LT 26 ELEV. 951.02

STA. 127+00.00 OFF. 17.00' LT 39 ELEV. 951.60

STA. 128+00.00 OFF. 4.98' LT 52 ELEV. 951.79

STA. 127+06.29 OFF. 25.00' LT 65 ELEV. 951.54

STA. 127+38.07 OFF. 16.50' LT 78 ELEV. 951.78

STA. 127+47.40 OFF. 15.00' LT ELEV. 951.84

90 OFF. 16.52' LT ELEV. 952.15

STA. 127+03.07 ELEV. 950.99

ELEV. 951.17 STA. 127+85.95

113 OFF. 40.55' RT ELEV. 951.21 STA. 127+75.41

114 OFF. 5.00' LT

ELEV. 951.85

ELEV. 951.67

0'

10'

20'

40'

STA. 127+85.41

115 OFF. 5.00' LT ELEV. 951.72

STA. 128+14.93

103 OFF. 5.01' LT

STA. 127+75.73

STA. 127+75.73

STA. 128+06.63

ELEV. 951.28

ELEV. 950.96

112 OFF. 40.58' RT

ELEV. 951.82

101 OFF. 4.98' LT

ELEV. 950.66

ELEV. 951.33

STA. 128+22.89

99 OFF. 15.00' LT

STA. 126+97.57

111 OFF. 32.58' RT 124 OFF. 1.00' LT

ELEV. 952.21

ELEV. 952.21

88 OFF. 16.49' LT

STA. 127+67.73

110 OFF. 40.58' RT 123 OFF. 1.00' LT

ELEV. 952.17

ELEV. 952.10

ELEV. 952.11

STA. 127+38.08

75 OFF. 5.00' LT

97 OFF. 15.01' LT

87 OFF. 25.02' LT 100 OFF. 4.97' LT

ELEV. 951.84

STA. 127+47.38

62 OFF. 25.00' LT

86 OFF. 25.00' LT

ELEV. 951.89

STA. 127+47.40

61 OFF. 16.50' LT

ELEV. 951.36

84 OFF. 25.02' LT

ELEV. 951.43

60 OFF. 25.01' LT

ELEV. 952.60

50

71 OFF. 15.00' LT

STA. 127+85.41

116 OFF. 0.99' LT

ELEV. 952.07

STA. 128+14.58 STA. 128+22.25 91 OFF. 16.51' LT 104 OFF. 5.00' LT 117 ELEV. 952.16 ELEV. 952.11

ELEV. 951.39

STA. 127+57.74 OFF. 62.63' RT

GRADING PLAN TOWN BRANCH COMMONS STA. 126+00 TO STA. 129+00


+00 31 1

30+00 1

1 29+00

ITEM NO.

COUNTY OF

SHEET NO.

113

FAYETTE

13

+00

48

91

32+00 1

MATCH EXISTING GROUND AT TIE-IN

90

31

12

44

G IN T N A L P

16

50

53 54

55

36

2" 23

2"

84 60

46

29

2"

2"

2"

TBC

8 TRAV 3

81

28

61 62

63 64

65

32

26

20

2" 73

72 71

37

67 70 69

94

92

66

MATCHLINE

80

57

49

47 17

51 52

42

56 22

TRAV 12

87

40

34

68

11

38

14 82

59

79

39

33

27

TBC

STA. 1 29+00

A E R A

32+00 STA. 1

43 45

88

89

74

75 76

93

77 78

PLANTING AREA

MATCHLINE

1 29+00

35

21

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-1 3.DGN

TY ST QUALI

3"

32+00 1

30

83 86 41

1

3

2

18

19

6

5

4

458 CL 952

461 CL 953

460 CL 953

459 CL 952

9

8

7

85

10

58

15

464 CL 955

463 CL 955

462 CL 954

E. VINE ST S CATE NDI A I D ARE ADE T SH GH I L ACE E PL L TAK L S WI E TI VI NG ACTI PAVI LEGEND

H4

H5

SEE HARDSCAPE AND MATERIAL SHEETS FOR WALL AND TRANSITION DETAILS

FLUSH CURB PAVER

PRECAST CONCRETE WALL

H6

SIGNATURE WALL

H7

VEHICULAR WALL

H8

TYPICAL WALL

1

2

3

4

E-SHEET NAME: R00505PL

5

6

Mi croStati on v8.1 1 .9.71 4

USER: hol tonr

DATE PLOTTED: Novem ber 28, 201 8

NOTES

10

7

8

9

STA. 129+25.00 OFF. 1.01' LT 14 ELEV. 952.14

STA. 131+84.49 OFF. 16.50' LT ELEV. 954.72

STA. 129+50.01 OFF. 1.00' LT ELEV. 952.35

STA. 131+50.00 OFF. 35.52' LT 53 ELEV. 954.79

STA. 131+22.57 OFF. 35.50' LT ELEV. 954.83

66 OFF. 18.00' LT

STA. 132+00.00 OFF. 1.00' LT 28 ELEV. 955.43

STA. 130+50.00 STA. 131+50.00 OFF. 26.50' LT 41 OFF. 2.82' LT 54 ELEV. 954.08 ELEV. 954.71

STA. 131+29.91 OFF. 35.50' LT ELEV. 954.89

67 OFF. 16.50' LT

STA. 129+75.00 OFF. 1.00' LT 16 ELEV. 952.59

STA. 129+50.00 OFF. 32.75' LT 29 ELEV. 952.90

STA. 130+50.00 OFF. 18.50' LT 42 ELEV. 954.17

STA. 132+00.00 55 OFF. 1.58' LT

STA. 131+30.91 OFF. 35.50' LT ELEV. 954.89

STA. 131+30.91

STA. 131+93.77

68 OFF. 18.00' LT

81 OFF. 28.00' LT

STA. 130+00.00 OFF. 1.00' LT 17 ELEV. 952.87

STA. 129+50.00 OFF. 18.50' LT 30 ELEV. 952.99

STA. 131+44.89 OFF. 54.43' LT

STA. 131+57.75

STA. 131+51.73

STA. 131+29.91

43 OFF. 35.48' LT

56 OFF. 28.01' LT

69 OFF. 16.50' LT

STA. 130+25.00 OFF. 1.00' LT 18 ELEV. 953.19

STA. 129+89.53 OFF. 1.00' LT ELEV. 952.75

STA. 130+50.00 OFF. 1.00' LT 19 ELEV. 953.53

15

STA. 130+00.00

27 OFF. 6.50' LT ELEV. 953.43

ELEV. 955.22

STA. 131+58.31 OFF. 28.00' LT ELEV. 954.35

STA. 129+95.03 OFF. 1.00' LT 32 ELEV. 952.81

STA. 130+50.00 OFF. 16.00' LT 45 ELEV. 954.18

STA. 130+80.87 OFF. 35.50' LT 58 ELEV. 954.39

STA. 131+43.91 OFF. 1.08' LT ELEV. 954.72

71 OFF. 16.50' LT

STA. 130+75.00 OFF. 1.00' LT 20 ELEV. 953.85

STA. 129+50.00 OFF. 16.00' LT 33 ELEV. 953.00

STA. 130+50.00 OFF. 6.50' LT 46 ELEV. 954.09

STA. 130+96.95 OFF. 18.00' LT 59 ELEV. 954.78

STA. 131+43.40 OFF. 7.61' LT ELEV. 955.22

72 OFF. 16.50' LT

STA. 131+00.00 OFF. 1.00' LT ELEV. 954.18

STA. 129+50.00

STA. 131+00.00

STA. 130+98.37

STA. 131+13.24

STA. 131+13.24

21 OFF. 6.50' LT

60 OFF. 18.00' LT

73 OFF. 16.50' LT

STA. 131+25.00 OFF. 1.00' LT ELEV. 954.50

22 OFF. 26.51' LT

STA. 131+42.70 OFF. 1.00' LT ELEV. 954.71

23 OFF. 18.50' LT

ELEV. 952.91

ELEV. 954.65

STA. 130+00.00

35

ELEV. 953.43 STA. 130+00.00

STA. 131+44.97 OFF. 40.00' LT

ELEV. 954.80

48

STA. 131+45.00

36 OFF. 35.52' LT

ELEV. 953.51

49

ELEV. 954.82 STA. 131+50.00

37 OFF. 11.33' LT

ELEV. 954.51

50

ELEV. 955.14 STA. 131+00.00

STA. 131+58.39 OFF. 54.39' LT

STA. 131+84.22 OFF. 68.12' LT

47 OFF. 18.00' LT

38 OFF. 16.00' LT

STA. 130+00.00 26 OFF. 16.00' LT ELEV. 953.53

39

STA. 131+98.37 OFF. 30.66' LT

62 OFF. 18.00' LT

ELEV. 955.08 STA. 131+30.91

86 OFF. 1.58' LT ELEV. 955.09 STA. 131+85.00

87 OFF. 30.66' LT ELEV. 954.55 STA. 131+84.93

88 OFF. 51.08' LT ELEV. 954.31

STA. 131+21.57

76 OFF. 8.00' LT

ELEV. 954.77

ELEV. 955.20

ELEV. 955.05

STA. 131+00.00 OFF. 7.10' LT 52 ELEV. 954.75

STA. 131+21.57 OFF. 35.50' LT ELEV. 954.83

STA. 131+30.91 OFF. 18.00' LT ELEV. 955.19

STA. 131+29.91 OFF. 8.00' LT ELEV. 955.14

78

10'

20'

40'

STA. 131+92.24 ELEV. 954.58

STA. 131+22.57

77 OFF. 8.00' LT

0'

89 OFF. 50.93' LT

ELEV. 955.03

ELEV. 954.84

65

STA. 131+29.91

85 OFF. 1.58' LT

ELEV. 954.94

STA. 131+29.91

64 OFF. 18.00' LT

ELEV. 954.59

STA. 131+14.24

ELEV. 955.11

STA. 131+14.24

51 OFF. 35.50' LT

STA. 130+88.45

84 OFF. 26.50' LT

ELEV. 954.93

STA. 131+22.57

ELEV. 955.35

ELEV. 955.00

STA. 131+13.24

ELEV. 955.10

STA. 131+93.77

94 OFF. 16.50' LT

STA. 131+87.09

ELEV. 955.01

75 OFF. 8.00' LT

ELEV. 954.63

83 OFF. 8.00' LT

ELEV. 955.03

STA. 131+21.57

STA. 131+55.64

93 OFF. 7.92' LT

ELEV. 955.61

STA. 131+14.24

74 OFF. 8.00' LT

ELEV. 955.06

STA. 131+93.77

ELEV. 955.12

ELEV. 955.01

63 OFF. 18.00' LT

STA. 131+22.57 OFF. 16.50' LT ELEV. 955.13

STA. 131+51.70

92 OFF. 16.56' LT

82 OFF. 8.00' LT

STA. 131+21.57

STA. 131+14.24

61 OFF. 18.00' LT

STA. 131+13.24 OFF. 35.50' LT ELEV. 954.76

70

STA. 131+84.43 OFF. 28.00' LT ELEV. 954.38

ELEV. 955.04

ELEV. 955.23

ELEV. 954.99

STA. 131+98.15 OFF. 68.20' LT

80

ELEV. 955.19

STA. 130+79.45 OFF. 35.50' LT 57 ELEV. 954.30

34 OFF. 35.46' LT

ELEV. 955.15

STA. 131+33.91

STA. 131+50.00 44 OFF. 54.42' LT

31

STA. 131+30.91

79 OFF. 8.00' LT

ELEV. 955.17

ELEV. 954.89

STA. 131+58.20

13

STA. 131+33.91

ELEV. 954.76

11 OFF. 16.54' LT

12

40

90

91

STA. 131+92.21 OFF. 56.76' LT ELEV. 954.53 STA. 131+84.86 OFF. 56.72' LT ELEV. 954.26

GRADING PLAN TOWN BRANCH COMMONS STA. 129+00 TO STA. 132+00


46 47

48 49

26 30

64 65

50 51

86

88

18

78

94

91

89

95 96

97 98

92 93

159

56 57

58

90

79

81

14

100

19

25

104

28

121

148

149

155

42

157

130 163

162

132 131

168 169

170

127 128

129

172

171

173

174

175

151 82

126

179

13

37

PLANTING AREA

83 85

150 176

136

84

178

153

177

67 68

16

69

22

110

17 72

73 74

105

113

133

106

23

134

137 138

139 140

141

40

143 144

147

41

152 156

154

158

43 44

75

71

PLANTING AREA

114

4

3

2

1

32+00 STA. 1

111 112

180

115 116

181

5

117 29

6

142

135

119

7

118

145

146

PLANTING AREA

11

10

9

8

TBC

66

35+00 1

35+00 1 124 125

62 63

70

167

164

109

PLANTING AREA

61

+77.34

166

108 60

122 123

165

103

101102

59

E. VINE ST S CATE NDI A I D ARE ADE T SH GH I L ACE E PL L TAK L S WI E TI VI NG ACTI PAVI

MATCHLINE

TBC

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-1 4.DGN

120

M ATCHLINE

52

54 55

107

161 80

114

99

160

87 53

MATCH EXISTING GROUND AT TIE-IN

+56.1 0

+59.67

77

12

76

FAYETTE

SHEET NO.

35+00 STA. 1

45

1 34+00

1 33+00

1 32+00

1 32+00 +00

MATCH EXISTING GROUND AT TIE-IN

ITEM NO.

COUNTY OF

LEGEND

H4

H5

FLUSH CURB PAVER

PRECAST CONCRETE WALL

H6

SIGNATURE WALL

H7

VEHICULAR WALL

H8

TYPICAL WALL

SEE HARDSCAPE AND MATERIAL SHEETS FOR WALL AND TRANSITION DETAILS

STA. 132+25.00 OFF. 1.00' LT 14 ELEV. 955.74

STA. 132+50.59 OFF. 19.51' LT 40 ELEV. 956.13

STA. 134+50.00 OFF. 12.53' LT 53 ELEV. 957.83

STA. 132+13.03 OFF. 19.51' LT ELEV. 955.55

66 OFF. 15.44' LT

STA. 132+50.00 OFF. 1.00' LT 16 ELEV. 956.01

STA. 132+50.00 STA. 134+50.00 OFF. 13.10' LT 41 OFF. 4.50' LT 54 ELEV. 956.41 ELEV. 958.04

STA. 132+14.03 OFF. 19.51' LT ELEV. 955.57

67 OFF. 15.40' LT

3

STA. 132+75.00 OFF. 1.00' LT ELEV. 956.27

17

STA. 132+50.00 OFF. 5.09' LT 42 ELEV. 956.49

STA. 132+21.36 OFF. 19.51' LT ELEV. 955.70

4

STA. 133+00.00 OFF. 1.00' LT 18 ELEV. 956.51

STA. 133+00.00 OFF. 30.69' LT 43 ELEV. 956.89

STA. 133+25.00 OFF. 1.00' LT 19 ELEV. 956.74

STA. 133+00.00 OFF. 20.01' LT 44 ELEV. 956.56

STA. 133+50.00 OFF. 1.00' LT 22 ELEV. 956.95

STA. 133+00.00 OFF. 13.00' LT 45 ELEV. 956.91

STA. 133+75.00 OFF. 1.00' LT 23 ELEV. 957.16

STA. 133+00.00 OFF. 5.00' LT 46 ELEV. 956.99

STA. 134+00.00 OFF. 1.00' LT 25 ELEV. 957.37

STA. 133+45.67 OFF. 19.51' LT 47 ELEV. 956.69

STA. 132+21.36 OFF. 30.66' LT

60 OFF. 18.01' LT

73 OFF. 7.40' LT

ELEV. 955.63

ELEV. 956.09

STA. 134+25.00 OFF. 1.00' LT 26 ELEV. 957.60

STA. 132+14.03 OFF. 25.51' LT ELEV. 955.47

STA. 132+22.36 OFF. 30.66' LT

61 OFF. 18.01' LT

STA. 134+50.00 OFF. 1.00' LT 28 ELEV. 957.87

STA. 133+53.00 OFF. 13.00' LT 49 ELEV. 956.91

STA. 134+75.00

STA. 133+53.00

1

2

E-SHEET NAME: R00505PL

5

6

Mi croStati on v8.1 1 .9.71 4

USER: hol tonr

DATE PLOTTED: Novem ber 28, 201 8

NOTES

10

7

8

9

STA. 135+00.00 OFF. 26.47' LT 55 ELEV. 958.53

LEXINGTON

STA. 132+22.36

56 OFF. 19.51' LT

STA. 135+00.00 ELEV. 958.65

6 2 5 PG. 2 7 B. 9 D. STA. 132+30.69 STA. 132+13.03 58 OFF. 19.50' LT

30.66' LT 956.86 1 2 5 3 PG.ELEV. 4 3 1 B.OFF. D.

STA. 132+10.03 STA. 132+14.03 9 LT 8 4 . G P 6 4 3 B. 1 D. OFF. 18.01' 59 OFF. 30.66' LT

48

STA. 132+13.03 OFF. 1.58' LT ELEV. 956.12

STA. 134+72.19

83 OFF. 18.36' LT

STA. 132+14.03 71 OFF. 1.58' LT ELEV. 956.13

STA. 134+71.19 OFF. 16.86' LT ELEV. 958.05

29 OFF. 5.00' LT

ELEV. 958.17

ELEV. 956.99

12

STA. 132+50.00 30 OFF. 30.66' LT

STA. 132+21.36 OFF. 25.51' LT ELEV. 955.65

13

STA. 134+61.96 OFF. 14.50' LT ELEV. 957.92

STA. 134+50.00 OFF. 19.67' LT 52 ELEV. 957.85

50

51

ELEV. 955.65

75 OFF. 6.80' LT

STA. 132+30.69 63 OFF. 30.66' LT

STA. 132+14.03 OFF. 7.50' LT ELEV. 955.96

76

STA. 132+38.03 64 OFF. 30.66' LT

STA. 132+10.03 OFF. 19.51' LT ELEV. 955.51

95 OFF. 30.74' LT 108 OFF. 18.01' LT

ELEV. 956.85 ELEV. 956.82 2 60 4 PG. 69 B. D. STA. 133+44.67

STA. 133+53.00

ELEV. 957.17

ELEV. 956.86

1 2 .5 3 PG 4 3 .1 B D. STA. 133+45.67 STA. 133+36.33

84

STA. 134+72.19 ELEV. 958.06 STA. 132+30.69

86 OFF. 25.51' LT ELEV. 955.86 STA. 132+43.18

87 OFF. 25.51' LT ELEV. 956.08

STA. 132+30.69

97 OFF. 30.74' LT 110 OFF. 13.00' LT

9 ELEV. 957.17 ELEV. 957.23 8 .4 6 PG 4 3 1 B. D.

85 OFF. 16.86' LT

ELEV. 956.21

STA. 132+14.03 OFF. 15.50' LT ELEV. 955.73

5 7 2 3 PG. 7 .4 B D. STA. 133+37.33 STA. 133+54.00

ELEV. 958.07

STA. 132+29.69

74 OFF. 6.89' LT

ELEV. 957.03

ELEV. 957.48

STA. 134+72.18

STA. 133+97.89

157 OFF. 26.72' LT 170 OFF. 25.63' LT ELEV. 958.16

STA. 133+54.00 STA. 133+81.22 STA. 133+80.22 STA. 134+72.19 OFF. 1.58' LT 132 OFF. 19.61' LT 145 OFF. 1.58' LT 158 OFF. 13.01' LT ELEV. 957.50 ELEV. 957.13 ELEV. 957.29 ELEV. 958.06

ELEV. 957.43 STA. 134+49.38

171 OFF. 25.66' LT ELEV. 957.90

AND TWOOD L E E L F C L NT, L ME MANAGE 2 5 68 PG. 2 5 B. 2 D.

STA. 133+36.33 STA. 133+80.22 STA. 133+80.22 STA. 133+80.22 STA. 133+81.22 STA. 133+45.67 STA. 134+50.79 OFF. 30.74' LT 107 OFF. 30.74' LT 120 OFF. 26.76' LT 133 OFF. 12.50' LT 146 OFF. 1.58' LT 159 OFF. 25.51' LT 172 OFF. 25.67' LT ELEV. 956.67 ELEV. 956.93 ELEV. 957.31 ELEV. 957.09 ELEV. 957.21 ELEV. 956.76 ELEV. 957.92

6 2 2 G. 5 7 .9 BOFF. D. 30.74' LT P OFF. 18.01' LT 96 109

STA. 132+22.36

STA. 132+14.03

ELEV. 957.49

STA. 133+96.89

144 OFF. 4.50' LT

2 5 3 PG. 2 7 B. 4 D.

ELEV. 956.07

STA. 132+13.03

65

STA. 132+62.00 81 OFF. 19.51' LT 94 ELEV. 956.24

STA. 132+21.36

72 OFF. 7.43' LT

ELEV. 956.87

STA. 133+81.22

131 OFF. 14.50' LT

NGTON XI E R L ATE YMCA OF GRE

69

ELEV. 955.56

STA. 132+29.69 62 OFF. 30.66' LT

STA. 133+44.67 STA. 133+54.00 OFF. 25.51' LT 106 OFF. 5.00' LT 119 ELEV. 956.72 ELEV. 956.95

STA. 134+71.19 OFF. 18.36' LT ELEV. 958.06

ELEV. 955.84

STA. 133+53.00

118 OFF. 1.58' LT

STA. 132+60.59 OFF. 19.51' LT 93 ELEV. 956.23

STA. 132+30.69 OFF. 14.84' LT 82 ELEV. 956.04

70

STA. 133+54.00

105 OFF. 13.00' LT

ELEV. 956.62

68

STA. 132+29.69

STA. 133+37.33

92 OFF. 25.51' LT

ELEV. 956.11

STA. 132+29.69 OFF. 14.93' LT ELEV. 956.03

ELEV. 955.72 5 7 3 PG. 2 7 B. 4 D.

4.50' LT OFF. 19.51' 2 LT 0 .6 PG57 4 69 B.OFF. D.

80

ELEV. 955.91

2 5 PG. 2 135+00.00 STA. 132+22.36 3 7 4 B.STA. D. OFF. 13.00' LT ELEV. 958.43

STA. 132+49.20

79 OFF. 19.50' LT

ELEV. 955.89

R ATE YMCA OF GRE

11 OFF. 1.00' LT

37

STA. 132+21.36

STA. 132+44.59

88 OFF. 25.51' LT

STA. 133+53.00

98 OFF. 30.74' LT

STA. 133+37.33

111 OFF. 13.00' LT

ELEV. 957.22

ELEV. 957.24

STA. 133+54.00

99 OFF. 30.74' LT

STA. 133+44.67

112 OFF. 13.00' LT

ELEV. 957.24

ELEV. 957.27

STA. 133+36.33

100 OFF. 19.51' LT

STA. 133+45.67

113 OFF. 13.00' LT

ELEV. 956.56

ELEV. 957.23

STA. 133+37.33

101 OFF. 19.51' LT

STA. 133+36.33

114 OFF. 5.00' LT

ELEV. 957.45

ELEV. 957.25

STA. 133+81.22

STA. 133+81.22

122 OFF. 26.76' LT 135 OFF. 4.50' LT ELEV. 957.32

ELEV. 957.18

STA. 133+88.55

STA. 133+80.22

123 OFF. 26.76' LT 136 OFF. 13.00' LT ELEV. 957.38

ELEV. 957.08

STA. 133+89.55

STA. 133+81.22

124 OFF. 26.77' LT 137 OFF. 13.00' LT ELEV. 957.38

ELEV. 957.09

STA. 133+96.89

STA. 133+88.55

125 OFF. 26.77' LT 138 OFF. 13.00' LT ELEV. 957.44 STA. 133+88.55

126 OFF. 19.62' LT ELEV. 957.26 STA. 133+89.55

127 OFF. 19.62' LT ELEV. 957.28

ELEV. 957.19 STA. 133+89.55

139 OFF. 13.00' LT ELEV. 957.20 STA. 133+96.89

140 OFF. 13.00' LT ELEV. 957.29

STA. 133+97.89

147 OFF. 4.50' LT ELEV. 957.50 STA. 134+49.73

148 OFF. 26.72' LT

STA. 133+53.00

160 OFF. 25.51' LT ELEV. 956.99 STA. 133+54.00

161 OFF. 25.51' LT

ELEV. 957.92

ELEV. 957.03

STA. 134+48.32

STA. 133+54.00

149 OFF. 26.72' LT 162 OFF. 16.01' LT ELEV. 957.91 STA. 134+60.54

150 OFF. 14.50' LT ELEV. 957.90 STA. 134+55.37

151 OFF. 19.67' LT ELEV. 957.90 STA. 134+63.46

152 OFF. 12.62' LT ELEV. 957.98 STA. 134+92.99

153 OFF. 13.00' LT ELEV. 958.35

ELEV. 956.84 STA. 133+80.22

163 OFF. 16.11' LT ELEV. 957.05 STA. 133+80.22

164 OFF. 19.61' LT ELEV. 957.12 STA. 133+80.22

165 OFF. 25.61' LT ELEV. 957.24 STA. 133+81.22

166 OFF. 25.61' LT

ELEV. 958.14 STA. 134+72.18

174 OFF. 25.90' LT ELEV. 958.15 STA. 135+00.00

175 OFF. 25.66' LT ELEV. 958.52 STA. 134+71.19

176 OFF. 14.50' LT ELEV. 958.02 STA. 134+72.19

177 OFF. 14.50' LT ELEV. 958.03 STA. 134+95.18

178 OFF. 14.50' LT ELEV. 958.33 STA. 134+96.66

179 OFF. 14.50' LT

STA. 132+39.44 89 OFF. 30.66' LT

STA. 132+66.59 STA. 133+44.67 OFF. 25.51' LT 102 OFF. 19.51' LT 115 ELEV. 956.33 ELEV. 956.66

STA. 133+37.33 STA. 133+96.89 STA. 133+97.89 STA. 134+95.02 STA. 133+88.55 STA. 133+15.94 OFF. 5.00' LT 128 OFF. 19.63' LT 141 OFF. 13.00' LT 154 OFF. 13.00' LT 167 OFF. 25.62' LT 180 OFF. 1.00' LT ELEV. 957.32 ELEV. 957.36 ELEV. 957.31 ELEV. 958.36 ELEV. 957.34 ELEV. 956.66

STA. 132+22.36 OFF. 25.51' LT 77 ELEV. 955.68

STA. 132+71.74 OFF. 30.66' LT ELEV. 956.75

STA. 132+68.01 STA. 133+53.00 OFF. 25.51' LT 103 OFF. 19.51' LT 116 ELEV. 956.33 ELEV. 956.88

STA. 133+44.67 STA. 133+97.89 STA. 133+88.55 STA. 134+71.18 STA. 133+89.55 STA. 133+27.27 OFF. 5.00' LT 129 OFF. 19.63' LT 142 OFF. 4.50' LT 155 OFF. 26.72' LT 168 OFF. 25.62' LT 181 OFF. 1.00' LT ELEV. 957.35 ELEV. 957.37 ELEV. 957.36 ELEV. 958.15 ELEV. 957.36 ELEV. 956.76

STA. 132+29.69 OFF. 25.51' LT 78 ELEV. 955.84

STA. 132+73.15 OFF. 30.66' LT ELEV. 956.75

STA. 133+45.67 STA. 133+80.22 STA. 133+89.55 STA. 134+71.19 OFF. 5.00' LT 156 OFF. 13.01' LT 130 OFF. 14.50' LT 143 OFF. 4.50' LT ELEV. 957.31 ELEV. 957.06 ELEV. 957.38 ELEV. 958.05

ELEV. 957.25

STA. 134+71.18

173 OFF. 25.90' LT

ELEV. 956.10

STA. 133+36.33 STA. 133+54.00 91 OFF. 25.51' LT 104 OFF. 19.51' LT 117 ELEV. 956.62 ELEV. 956.91

ELEV. 957.31

STA. 133+80.22

ELEV. 956.23

90

ELEV. 956.56

STA. 133+97.89

121 OFF. 26.77' LT 134 OFF. 4.50' LT

STA. 133+96.89 169 OFF. 25.62' LT ELEV. 957.42

ELEV. 958.35

0'

10'

20'

40'

GRADING PLAN TOWN BRANCH COMMONS STA. 132+00 TO STA. 135+00


24

COUNTY OF

125 12

ST 40

15

43 31

32

18

50

51

54

52 20

21

49

53

19

133

PL ANTI NG ARE A

66

134

58

101

94 61

56 57

48

65

62

70 74

67

63

47

22

71 75

78 82 79 83

135

13

30

68

29 69

81

4 5

72 76

80 84

73 77

2 3

102

103

105

107

108 109

110

111

106 35

112 36

99

118 114 115

100

116

120

113 127 119

128

89

130

129

88

121

10

91

REA NG A TI N A L P

122 17

97

59

37

117

123 124

28 1

131 126

132

87

PL ANTI NG ARE A

136

98

86

23

16 137

90

138

14

85 9

6 92

8

TBC

7

HLINE M ATC

M ATCHL INE

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-1 5.DGN

TBC

STA. 1 35+00

95

104

93

64

44 45

96

55

33

46

34

S CATE NDI A I D ARE ADE T SH GH I L ACE E PL L TAK L S WI E TI VI NG ACTI PAVI

E.VI NE S T

LEGEND

H4

H5

FLUSH CURB PAVER

PRECAST CONCRETE WALL

H6

SIGNATURE WALL

H7

VEHICULAR WALL

H8

TYPICAL WALL

SEE HARDSCAPE AND MATERIAL SHEETS FOR WALL AND TRANSITION DETAILS

DATE PLOTTED: Novem ber 28, 201 8

NOTES 1

2

3

4

E-SHEET NAME: R00505PL

5

6

Mi croStati on v8.1 1 .9.71 4

USER: hol tonr

38+00 1 STA.

42

RO SE

41

115

26

39

38

SHEET NO.

FAYETTE

25

27

ITEM NO.

38+00 1

60

+47.03

37+00 1

+50.05

1 36+00

1 35+00

1 35+00

11

MATCH EXISTING GROUND AT TIE-IN

10

7

8

9

11

12

13

STA. 135+00.00 OFF. 1.00' LT 14 ELEV. 958.47

STA. 137+46.26 OFF. 0.99' LT 27 ELEV. 959.35

STA. 136+53.93 OFF. 52.20' LT 40 ELEV. 958.41

AND TWOOD L E E L F STA. 135+25.00 STA. 135+07.05 STA. 136+00.00 C L L , T N OFF. 1.00' LT OFF. 25.35' LT OFF. 12.74' LT E 15 28 M ANAGE ELEV. 958.62 M ELEV. 958.76 ELEV. 960.28 2 5 2 . PG 68 5 .2 B STA. 135+50.00 STA. 137+75.00 STA. 136+00.00 . D OFF. 1.00' LT ELEV. 959.06

16

OFF. 1.00' LT ELEV. 959.31

STA. 135+75.00 OFF. 1.00' LT ELEV. 959.36

17 OFF. 1.00' LT

STA. 135+94.10 OFF. 0.91' LT ELEV. 959.59

18

29 OFF. 4.73' LT

30

ELEV. 959.39

STA. 136+48.91 OFF. 23.26' LT ELEV. 959.44

STA. 135+50.00 OFF. 17.28' LT 32 ELEV. 959.21

STA. 135+14.96 OFF. 24.97' LT ELEV. 958.73

STA. 136+25.00 OFF. 1.03' LT 20 ELEV. 959.88

STA. 135+14.49 OFF. 14.50' LT ELEV. 958.62

STA. 135+24.92

STA. 136+38.76 OFF. 0.99' LT ELEV. 959.95

STA. 135+15.49

21 OFF. 14.50' LT

33 OFF. 18.38' LT

42

43

STA. 135+09.30

STA. 135+67.71

STA. 136+10.95

54 OFF. 23.42' LT ELEV. 959.62

STA. 135+14.42 OFF. 13.00' LT ELEV. 958.65

STA. 135+74.31

58 OFF. 16.21' LT

ELEV. 958.66

ELEV. 958.69 STA. 135+17.56

47 OFF. 13.00' LT

60

ELEV. 959.61

ELEV. 958.69

STA. 136+50.00 OFF. 5.55' LT 22 ELEV. 959.67

STA. 135+50.00 OFF. 12.50' LT 35 ELEV. 959.68

STA. 138+00.00 OFF. 18.74' LT 48 ELEV. 959.67

STA. 135+19.01 OFF. 12.50' LT ELEV. 958.72

STA. 136+54.80 OFF. 14.93' LT 23 ELEV. 959.17

STA. 135+50.00 OFF. 4.50' LT 36 ELEV. 959.60

STA. 138+00.00 OFF. 17.24' LT 49 ELEV. 959.68

STA. 135+20.68 OFF. 14.50' LT 62 ELEV. 958.72

STA. 136+54.89

STA. 138+00.00

STA. 135+15.96 OFF. 24.91' LT ELEV. 958.74

24 OFF. 59.70' LT

37 OFF. 8.73' LT

ELEV. 958.22

ELEV. 959.77

N 3905404.67 25 E 5283004.94

STA. 136+60.38 OFF. 58.88' LT 38 ELEV. 958.14

STA. 135+07.89 OFF. 26.12' LT ELEV. 958.65

STA. 137+31.61 OFF. 20.83' LT ELEV. 958.59

STA. 136+59.29 OFF. 51.74' LT 39 ELEV. 958.34

STA. 135+15.00 OFF. 25.80' LT ELEV. 958.75

26

50

61

STA. 136+20.51 OFF. 13.44' LT ELEV. 960.31

ELEV. 960.14 STA. 136+28.08

84 OFF. 13.39' LT ELEV. 960.18

STA. 136+11.92

72 OFF. 13.46' LT ELEV. 960.41

STA. 136+50.06 73 OFF. 63.08' LT

STA. 136+11.59 OFF. 4.96' LT ELEV. 960.32

STA. 136+45.26 OFF. 23.22' LT 74 ELEV. 959.51

STA. 136+27.21

85 OFF. 1.58' LT ELEV. 960.40 STA. 136+29.22

86 OFF. 14.87' LT ELEV. 960.13

ELEV. 959.53

STA. 136+49.41

STA. 137+71.96

93 OFF. 27.48' LT 106 OFF. 23.48' LT ELEV. 959.25

STA. 137+38.86

STA. 136+01.98

64 OFF. 22.59' LT

ELEV. 960.18

STA. 136+19.01

77 OFF. 4.95' LT

ELEV. 958.97

ELEV. 959.88

ELEV. 960.34

STA. 135+31.19 OFF. 24.11' LT ELEV. 959.00

STA. 136+03.53 OFF. 22.62' LT 78 ELEV. 959.90

STA. 136+21.08 OFF. 22.95' LT ELEV. 960.08

90

ELEV. 959.59

ELEV. 959.72

STA. 137+71.23

111 OFF. 17.44' LT

ELEV. 959.70

STA. 137+72.23

112 OFF. 17.48' LT

ELEV. 959.54

ELEV. 959.60 STA. 137+54.65

113 OFF. 15.19' LT ELEV. 959.60

STA. 137+54.31

STA. 137+55.65

114 OFF. 15.23' LT

ELEV. 959.48

ELEV. 959.61

STA. 137+55.31

102 OFF. 22.73' LT

STA. 137+71.69

124 OFF. 7.45' LT

ELEV. 959.59

STA. 137+51.59

101 OFF. 22.68' LT

STA. 137+64.36

123 OFF. 7.12' LT

ELEV. 959.62

STA. 136+19.48 ELEV. 960.32

STA. 137+63.91

STA. 137+41.01

99 OFF. 16.55' LT

ELEV. 959.82

110 OFF. 17.11' LT

ELEV. 959.21

98 OFF. 9.13' LT

STA. 137+56.26

122 OFF. 1.71' LT

ELEV. 959.59

STA. 137+37.49

97 OFF. 3.72' LT

STA. 135+94.94

STA. 136+29.10

ELEV. 959.73

STA. 137+62.91

ELEV. 959.08

STA. 136+32.20

89 OFF. 13.38' LT

STA. 137+63.36

119 OFF. 7.07' LT

ELEV. 959.54

96 OFF. 24.60' LT 109 OFF. 17.06' LT

STA. 136+19.57 OFF. 14.95' LT ELEV. 960.18

76 OFF. 13.45' LT

ELEV. 959.61

STA. 137+38.20

131 OFF. 18.91' LT ELEV. 959.26 STA. 137+38.23

132 OFF. 13.44' LT ELEV. 959.43

STA. 137+33.40 STA. 137+55.58 STA. 137+55.26 STA. 135+70.00 OFF. 26.50' LT 108 OFF. 16.73' LT 121 OFF. 1.70' LT 134 OFF. 22.40' LT ELEV. 958.41 ELEV. 959.59 ELEV. 959.83 ELEV. 959.53

STA. 135+94.08 OFF. 14.50' LT 75 ELEV. 959.88

ELEV. 960.14

STA. 137+72.30

118 OFF. 15.98' LT

STA. 136+56.35 STA. 137+54.58 STA. 137+72.68 STA. 135+68.62 OFF. 26.70' LT 107 OFF. 16.69' LT 120 OFF. 7.49' LT 133 OFF. 22.46' LT ELEV. 958.68 ELEV. 959.57 ELEV. 959.70 ELEV. 959.52

STA. 136+32.32 STA. 137+51.66 OFF. 14.82' LT 100 OFF. 15.05' LT ELEV. 960.10 ELEV. 959.57

88 OFF. 13.32' LT

STA. 137+70.96

105 OFF. 23.43' LT

ELEV. 959.93

STA. 136+20.03 OFF. 22.93' LT 87 ELEV. 960.08

ELEV. 959.89

65

STA. 136+28.19

83 OFF. 14.89' LT

ELEV. 960.08

ELEV. 960.34

63 OFF. 14.55' LT

STA. 135+29.78

51 OFF. 24.17' LT

52

80

STA. 136+11.98

STA. 136+27.44

59 OFF. 4.81' LT

STA. 136+12.30 OFF. 22.80' LT ELEV. 960.00

71 OFF. 14.96' LT

ELEV. 959.53

STA. 135+19.15

46 OFF. 14.46' LT

70

ELEV. 959.60

ELEV. 958.63

STA. 136+61.52 OFF. 61.82' LT

STA. 136+36.23

92 OFF. 1.02' LT

ELEV. 960.19

ELEV. 960.06

STA. 135+77.22

57 OFF. 14.50' LT

STA. 135+15.42

STA. 138+00.00

67 OFF. 14.95' LT

STA. 136+20.60

79 OFF. 14.95' LT

NC. ,I ON TI A R O P R O C T S E STA. 135+16.00 STA. 135+69.13 STA. 136+10.89 STA. 136+20.02 W X E L OFF. 25.75' LT 55 OFF. 23.36' LT 68 OFF. 13.45' LT 81 OFF. 4.94' LT 94 8 8 5 . G ELEV. 958.76 ELEV. 959.65 ELEV. 960.40 ELEV. 960.34 P 4 2 2 3 B. D. STA. 135+32.20 STA. 135+75.88 STA. 136+10.58 STA. 136+28.82 8 7 .6 SL C. OFF. 25.02' LT 56 OFF. 14.50' LT OFF. 4.95' LT P. 82 OFF. 23.06' LT 95 69F ELEV. 959.04 ELEV. 959.56 ELEV. 960.31 ELEV. 960.01 1 6 . L C. H S P.

45 OFF. 13.00' LT

ELEV. 958.82

34 OFF. 24.74' LT

STA. 136+11.25 OFF. 22.78' LT ELEV. 959.99

ELEV. 958.66

STA. 135+50.00 STA. 135+08.46 OFF. 24.22' LT 31 OFF. 25.28' LT 44 ELEV. 959.29 ELEV. 958.64

STA. 136+00.00 OFF. 1.00' LT 19 ELEV. 959.66

STA. 135+50.00 OFF. 23.28' LT 66 ELEV. 959.27

41 OFF. 26.05' LT

ELEV. 960.20

STA. 138+00.00

STA. 135+30.78 OFF. 25.08' LT 53 ELEV. 959.01

NE D VI OL CONDOM C. G S P.

STA. 137+62.98

115 OFF. 15.56' LT

ELEV. 959.50

STA. 136+28.22 STA. 137+62.64 OFF. 1.58' LT 103 OFF. 23.06' LT 116 ELEV. 960.41 ELEV. 959.51

STA. 136+36.23 STA. 137+63.64 91 OFF. 7.58' LT 104 OFF. 23.10' LT 117 ELEV. 960.29 ELEV. 959.52

ELEV. 959.61

125

STA. 136+29.88

135 OFF. 23.07' LT ELEV. 959.99 N 3905383.95

136 E 5282992.37 ELEV. 959.17 STA. 137+67.88

137 OFF. 1.28' LT ELEV. 959.30

STA. 137+72.22 STA. 137+47.03 138 OFF. 1.34' LT OFF. 43.66' LT ELEV. 959.30 STA. 137+41.33

126 OFF. 22.09' LT ELEV. 959.23 STA. 137+56.03

127 OFF. 6.74' LT ELEV. 959.75

0'

10'

20'

40'

STA. 136+48.04

128 OFF. 15.69' LT ELEV. 959.80

STA. 137+63.98 STA. 136+44.97 OFF. 15.61' LT 129 OFF. 9.90' LT ELEV. 959.61 ELEV. 960.09 STA. 137+71.30 STA. 137+31.81 OFF. 15.94' LT 130 OFF. 11.36' LT ELEV. 959.61 ELEV. 958.91

GRADING PLAN TOWN BRANCH COMMONS STA. 135+00 TO STA. 138+00


STA. 138+54.22

159 OFF. 55.41' RT 163 OFF. 49.76' RT 167 OFF. 34.94' RT ELEV. 959.25

ELEV. 959.93

STA. 139+21.49

ELEV. 959.97

ELEV. 959.10

ELEV. 962.20

ELEV. 959.08

STA. 140+33.05

STA. 139+19.20

STA. 138+96.26

STA. 138+63.60

STA. 140+42.30

ELEV. 958.83

ELEV. 960.04

ELEV. 958.91

ELEV. 959.19

12

STA. 140+90.25

STA. 139+13.74

STA. 138+90.23

188 OFF. 15.51' LT 192 OFF. 78.31' RT 196 OFF. 43.44' RT 200 ELEV. 958.89

ELEV. 961.54

ELEV. 959.48

STA. 140+83.94 STA. 138+87.07 203 OFF. 16.78' LT OFF. 65.45' RT ELEV. 958.75

45

+53.44

43 44

.79 +41

41 42

NG DI L BUI 52

23

36

171 18

141

119 111 114

201

24

30 35

37

65 174

46

47 48

49

107 120

19

84

72 73 74

51

70

203

125

186

85

14

147 188

136

104

189

11

157 149

150

105

75

130

123

106 122

151

133

152 153

71

A NG ARE ANTI PL 15

MATCHLINE

2

3

4

5

79

80

81

7

6

8 82

9

83

10

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-1 6.DGN

E .VI NE ST

77

96

97

78 148

S CATE NDI A I D ARE ADE T SH GH I L ACE E PL L TAK L S WI E TI VI NG ACTI PAVI

156

164

PL ANTI NG ARE A

155

135

39

32

26

121 124

38

31

25

143 144

146

69

176

20

50

A NG ARE ANTI PL

67 68

142

145

126

66

154

202

127

115 118

139 140

16

MATCHLINE

TBC STA. 1 38+00

181

184 185

175

198 165 167

177

197

178 166 162

196

ST

168

LD 194

LEGEND

O

PL ANTI NG ARE A

191

MATCHLINE A

0 .4 6 7 +

FLUSH CURB PAVER

PRECAST CONCRETE

H5

158

WALL

200

160

H6

SIGNATURE WALL

H7

VEHICULAR WALL

H8

TYPICAL WALL

76

D OL

FOR WALL AND TRANSITION DETAILS

193

NE VI

7 .5 6 8 +

SEE HARDSCAPE AND MATERIAL SHEETS

H4

T S

+6 1. 89

E

+4 8. 49

163

195

IN V

170

VI N

E

190

LD 159

M AT CH AT EX TI IS E- TI IN NG

192

MATCHLINE A

NG I T S I N EX E-I H I T TC MA AT

ST

DATE PLOTTED: Novem ber 28, 201 8

O

199

169

G IN T IS IN X E EI H T C T T A A

USER: hol tonr

95

182 183

138

134

117

94

90

28

22

63

91

27

21

110

M

E-SHEET NAME: R00505PL

61 62

93

137

131

113 116

MAG 132

87

64

92

109 112

108

A NG ARE ANTI PL 173

1

Mi croStati on v8.1 1 .9.71 4

60

89

57

33 86

58

172

88

55 56

59

17 29 34

53 54

13

IP

MATCH EXISTING GROUND AT TIE-IN

40

116

FAYETTE NG STI XI MATCH E N I E GROUND AT TI

STA. 140+49.00 STA. 140+90.25 STA. 139+15.07 STA. 138+90.52 STA. 138+76.85 202 OFF. 16.95' LT 187 OFF. 20.05' LT 191 OFF. 49.34' RT 195 OFF. 43.79' RT 199 OFF. 50.65' RT ELEV. 958.34 ELEV. 958.77 ELEV. 958.85 ELEV. 959.51

STA. 138+48.49 OFF. 45.40' RT

ELEV. 958.95

ELEV. 959.03

ELEV. 959.27

STA. 139+16.30 STA. 138+68.43 STA. 138+78.40 164 OFF. 26.77' RT 168 OFF. 43.38' RT 160 OFF. 63.95' RT ELEV. 959.03 ELEV. 958.35 STA. 138+83.91

STA. 138+75.00

186 OFF. 7.00' LT 190 OFF. 39.19' RT 194 OFF. 51.51' RT 198 OFF. 24.97' RT 201 OFF. 16.99' LT

ELEV. 959.04

161 OFF. 60.35' RT 165 OFF. 29.22' RT 169

STA. 139+09.89

193 OFF. 79.41' RT 197 OFF. 30.31' RT

+00 41 TBC STA. 1

STA. 138+98.10

STA. 140+90.26

SHEET NO.

+00 41 1

1 38+00

STA. 138+80.50

STA. 140+33.05

185 OFF. 19.16' LT 189 OFF. 7.51' LT

ITEM NO.

COUNTY OF

IP +74.67

STA. 138+91.97 STA. 139+16.94 STA. 138+75.18 STA. 138+61.89 162 OFF. 41.80' RT 166 OFF. 38.13' RT 170 OFF. 59.28' RT OFF. 53.57' RT ELEV. 959.43 ELEV. 958.93

NOTES (CONTINUED)

+48.59

158

40+00 1

39+00 1

1 38+00

NOTES (CONTINUED)

NOTES STA. 138+25.00 OFF. 2.03' LT 11 ELEV. 959.47

STA. 140+48.95 STA. 139+00.00 STA. 139+50.00 STA. 138+17.96 STA. 138+35.67 STA. 138+68.75 STA. 138+60.42 STA. 139+49.00 STA. 139+78.62 OFF. 8.99' LT 21 OFF. 26.46' LT 31 OFF. 12.50' LT 41 OFF. 25.55' LT 51 OFF. 2.75' LT 61 OFF. 18.73' LT 71 OFF. 2.08' LT 81 OFF. 2.56' RT 91 OFF. 19.14' LT ELEV. 958.59 ELEV. 959.53 ELEV. 959.88 ELEV. 959.65 ELEV. 959.50 ELEV. 959.64 ELEV. 959.45 ELEV. 959.14 ELEV. 959.36

2

STA. 138+50.00 OFF. 1.83' LT 12 ELEV. 959.46

STA. 140+49.19 22 OFF. 46.65' LT

STA. 139+00.00 OFF. 19.13' LT 32 ELEV. 959.46

STA. 139+50.00 OFF. 4.50' LT 42 ELEV. 959.72

STA. 138+25.28 OFF. 25.89' LT 52 ELEV. 959.67

STA. 138+59.41 OFF. 26.46' LT 62 ELEV. 959.64

STA. 138+76.08 OFF. 17.89' LT 72 ELEV. 959.54

STA. 138+67.75 OFF. 8.78' LT 82 ELEV. 959.91

STA. 140+08.51 OFF. 5.46' RT 92 ELEV. 958.98

STA. 139+95.83 STA. 140+16.47 OFF. 26.48' LT 104 OFF. 15.25' LT 114 ELEV. 959.33 ELEV. 959.73

STA. 140+24.72 STA. 140+33.05 STA. 140+83.94 STA. 140+89.25 STA. 140+98.58 STA. 139+94.89 STA. 140+24.72 OFF. 17.00' LT 124 OFF. 15.50' LT 136 OFF. 7.51' LT 146 OFF. 18.05' LT 157 OFF. 15.51' LT 179 OFF. 19.15' LT 183 OFF. 19.16' LT ELEV. 959.06 ELEV. 959.10 ELEV. 959.05 ELEV. 958.80 ELEV. 958.96 ELEV. 959.26 ELEV. 959.05

3

STA. 138+75.02 OFF. 1.03' LT 13 ELEV. 959.38

STA. 140+74.67 23 OFF. 46.44' LT

STA. 138+17.23 OFF. 19.52' LT 33 ELEV. 959.71

STA. 138+68.75 OFF. 19.26' LT 43 ELEV. 959.64

STA. 138+26.28 OFF. 25.93' LT 53 ELEV. 959.67

STA. 138+60.41 OFF. 26.46' LT 63 ELEV. 959.65

STA. 138+77.08 OFF. 17.77' LT 73 ELEV. 959.54

STA. 138+68.75 OFF. 8.67' LT 83 ELEV. 959.93

STA. 140+12.51 OFF. 5.66' RT 93 ELEV. 958.97

STA. 139+97.24 STA. 140+16.47 OFF. 26.48' LT 105 OFF. 6.74' LT 115 ELEV. 959.32 ELEV. 959.57

STA. 140+25.72 STA. 140+34.05 STA. 140+83.94 STA. 139+00.00 FOR POINTS 158 OFF. 17.00' LT 125 OFF. 15.50' LT 137 OFF. 26.54' LT 148 OFF. 22.17' RT THROUGH 170 ELEV. 959.07 ELEV. 959.11 ELEV. 958.51 ELEV. 959.12 SEE ABOVE

4

STA. 139+00.00 OFF. 0.17' RT 14 ELEV. 959.30

STA. 140+74.30 OFF. 16.78' LT 24 ELEV. 958.21

STA. 138+17.30 OFF. 18.02' LT 34 ELEV. 959.73

STA. 138+25.55 OFF. 19.89' LT 44 ELEV. 959.73

STA. 138+33.61 OFF. 26.26' LT 54 ELEV. 959.64

STA. 138+67.75 OFF. 26.46' LT 64 ELEV. 959.65

STA. 138+59.41 OFF. 18.27' LT 74 ELEV. 959.73

STA. 138+76.08 OFF. 7.82' LT 84 ELEV. 960.01

STA. 138+60.42 OFF. 9.62' LT 94 ELEV. 959.79

STA. 140+03.16 STA. 140+17.47 OFF. 19.15' LT 106 OFF. 6.79' LT 116 ELEV. 959.20 ELEV. 959.57

STA. 140+33.05 STA. 140+37.05 STA. 140+89.23 STA. 140+97.58 STA. 138+33.88 STA. 140+16.38 OFF. 26.49' LT 126 OFF. 15.50' LT 138 OFF. 26.55' LT 149 OFF. 15.51' LT 171 OFF. 20.27' LT 181 OFF. 19.16' LT ELEV. 958.88 ELEV. 958.97 ELEV. 958.58 ELEV. 958.95 ELEV. 959.70 ELEV. 959.07

5

STA. 139+25.00 OFF. 1.39' RT 15 ELEV. 959.22

STA. 140+89.88 OFF. 1.00' LT 25 ELEV. 958.74

STA. 139+00.00 OFF. 13.16' LT 35 ELEV. 960.04

STA. 138+25.62 OFF. 18.39' LT 45 ELEV. 959.75

STA. 138+34.61 OFF. 26.31' LT 55 ELEV. 959.62

STA. 138+68.75 OFF. 26.46' LT 65 ELEV. 959.65

STA. 138+60.42 OFF. 18.16' LT 75 ELEV. 959.73

STA. 138+77.08 OFF. 7.71' LT 85 ELEV. 960.00

STA. 140+34.05 OFF. 7.00' LT 95 ELEV. 959.26

STA. 140+04.57 STA. 140+17.47 OFF. 19.15' LT 107 OFF. 15.30' LT 117 ELEV. 959.19 ELEV. 959.73

STA. 140+34.05 STA. 140+37.05 STA. 140+90.23 STA. 140+97.60 STA. 138+33.95 OFF. 26.49' LT 127 OFF. 17.00' LT 139 OFF. 26.55' LT 150 OFF. 7.51' LT 172 OFF. 18.77' LT ELEV. 958.85 ELEV. 958.97 ELEV. 958.60 ELEV. 959.14 ELEV. 959.71

6

STA. 139+52.99 OFF. 2.75' RT 16 ELEV. 959.13

STA. 141+00.00 OFF. 1.00' LT 26 ELEV. 958.77

STA. 139+00.00 OFF. 5.13' LT 36 ELEV. 959.88

STA. 138+26.55 OFF. 19.94' LT 46 ELEV. 959.73

STA. 138+17.68 OFF. 9.53' LT 56 ELEV. 959.82

STA. 138+76.08 OFF. 26.46' LT 66 ELEV. 959.62

STA. 138+67.75 OFF. 17.33' LT 76 ELEV. 959.93

STA. 139+34.64 OFF. 91.90' RT 86 ELEV. 962.92

STA. 138+76.08 OFF. 19.12' LT 96 ELEV. 959.55

STA. 138+64.25 STA. 140+16.38 OFF. 21.08' RT 108 OFF. 26.48' LT 118 ELEV. 959.25 ELEV. 959.15

STA. 140+33.04 STA. 140+42.30 STA. 140+97.57 STA. 140+89.27 STA. 138+34.97 OFF. 17.00' LT 130 OFF. 7.50' LT 140 OFF. 26.57' LT 151 OFF. 1.60' LT 173 OFF. 18.31' LT ELEV. 959.07 ELEV. 958.69 ELEV. 959.71 ELEV. 959.19 ELEV. 959.23

7

STA. 139+75.02 OFF. 3.83' RT 17 ELEV. 959.06

STA. 138+50.00 27 OFF. 26.46' LT

STA. 139+50.00 OFF. 26.47' LT 37 ELEV. 959.47

STA. 138+26.62 OFF. 18.44' LT 47 ELEV. 959.75

STA. 138+18.68 OFF. 9.57' LT 57 ELEV. 959.82

STA. 138+77.08 OFF. 26.46' LT 67 ELEV. 959.62

STA. 138+68.75 OFF. 17.22' LT 77 ELEV. 959.97

STA. 138+67.36 OFF. 21.00' RT 87 ELEV. 959.24

STA. 138+77.08 OFF. 19.12' LT 97 ELEV. 959.55

STA. 138+75.00 STA. 140+17.38 OFF. 21.00' RT 109 OFF. 26.48' LT 119 ELEV. 959.20 ELEV. 959.13

STA. 140+34.05 STA. 140+42.30 STA. 140+86.25 STA. 140+90.27 STA. 138+35.33 OFF. 17.00' LT 131 OFF. 26.49' LT 141 OFF. 19.55' LT 152 OFF. 1.58' LT 174 OFF. 10.32' LT ELEV. 959.04 ELEV. 958.68 ELEV. 959.77 ELEV. 958.62 ELEV. 959.26

STA. 140+00.00 OFF. 5.05' RT 18 ELEV. 959.00

STA. 138+50.00 OFF. 18.37' LT 28 ELEV. 959.69

STA. 139+50.00 OFF. 19.14' LT 38 ELEV. 959.40

STA. 140+00.00 OFF. 13.38' LT 48 ELEV. 959.75

STA. 138+26.00 OFF. 9.90' LT 58 ELEV. 959.84

STA. 138+59.41 OFF. 19.78' LT 68 ELEV. 959.71

STA. 138+76.08 OFF. 16.38' LT 78 ELEV. 960.18

STA. 138+81.21 OFF. 21.25' RT 88 ELEV. 959.18

STA. 139+84.53 OFF. 26.48' LT ELEV. 959.41

STA. 140+25.00 OFF. 6.27' RT 19 ELEV. 958.95

STA. 138+50.00 OFF. 10.36' LT 29 ELEV. 959.75

STA. 138+18.23 OFF. 19.56' LT 39 ELEV. 959.71

STA. 140+00.00 OFF. 5.35' LT 49 ELEV. 959.59

STA. 138+27.00 OFF. 9.95' LT 59 ELEV. 959.84

STA. 138+60.42 OFF. 19.67' LT 69 ELEV. 959.71

STA. 138+77.08 OFF. 16.26' LT 79 ELEV. 960.18

STA. 139+30.27 OFF. 1.64' RT 89 ELEV. 959.20

STA. 139+85.95 OFF. 26.48' LT ELEV. 959.40

STA. 140+32.56 OFF. 6.63' RT 20 ELEV. 958.93

STA. 138+34.33 OFF. 10.28' LT 30 ELEV. 959.77

STA. 138+18.30 OFF. 18.06' LT 40 ELEV. 959.73

STA. 138+16.96 OFF. 25.51' LT 50 ELEV. 959.65

STA. 138+34.67 OFF. 2.73' LT 60 ELEV. 959.50

STA. 138+67.75 OFF. 18.84' LT 70 ELEV. 959.66

STA. 138+59.40 OFF. 2.12' LT 80 ELEV. 959.45

STA. 139+34.60 OFF. 1.86' RT 90 ELEV. 959.19

STA. 139+77.20 OFF. 19.14' LT ELEV. 959.36

1

8

9

10

STA. 140+25.72

STA. 140+25.72

STA. 140+77.24

113 OFF. 26.48' LT 123 OFF. 7.00' LT 135 OFF. 7.51' LT ELEV. 959.01

STA. 140+16.38

STA. 140+24.72

ELEV. 959.43

STA. 140+49.06

STA. 140+86.25

STA. 139+24.40

STA. 139+23.76

STA. 140+17.38

145 OFF. 18.05' LT 156 OFF. 23.44' RT 178 OFF. 30.29' RT 182 OFF. 19.16' LT

ELEV. 958.49

STA. 140+89.25

ELEV. 958.72

ELEV. 959.03

STA. 140+98.60

110 OFF. 16.75' LT 120 OFF. 15.50' LT 132 OFF. 26.49' LT 142 OFF. 19.55' LT 153 OFF. 7.51' LT

ELEV. 958.91

STA. 140+02.89

ELEV. 959.06

STA. 140+25.72

180 OFF. 19.15' LT 184 OFF. 19.16' LT ELEV. 959.21

0'

ELEV. 959.05 FOR POINTS 185 THROUGH 203 SEE ABOVE

10'

20'

40'

STA. 138+59.37

175 OFF. 17.77' LT

ELEV. 959.05

ELEV. 959.49

ELEV. 957.94

ELEV. 958.76

ELEV. 959.14

ELEV. 959.73

STA. 140+17.38

STA. 140+25.72

STA. 140+48.86

STA. 140+90.25

STA. 140+98.57

STA. 138+59.42

111 OFF. 16.80' LT 121 OFF. 15.50' LT 133 OFF. 7.50' LT 143 OFF. 19.55' LT 154 OFF. 26.57' LT 176 OFF. 9.72' LT ELEV. 959.04

112

ELEV. 959.45

ELEV. 958.63

ELEV. 958.78

ELEV. 958.70

ELEV. 959.79

STA. 140+97.58 STA. 140+24.72 STA. 140+24.72 STA. 140+74.42 STA. 140+98.58 STA. 139+26.00 OFF. 26.48' LT 122 OFF. 7.00' LT 134 OFF. 26.53' LT 144 OFF. 19.57' LT 155 OFF. 19.57' LT 177 OFF. 26.49' RT ELEV. 959.03 ELEV. 959.44 ELEV. 957.88 ELEV. 958.86 ELEV. 958.87 ELEV. 958.97

GRADING PLAN TOWN BRANCH COMMONS STA. 138+00 TO STA. 141+00


0 44+0 1 15

12

26

50

22

23

32

28

29

39

62

63

77 72

27

73 76

84

85

88

89 92

33

93 121

109

91

125

38 74 54

112 75 78

PL ANTI NG ARE A

79

34

35

93

90 95

94 122

16 116 126

17 117

7

120

24

113

127

106

55

30 107

36

25

31

56

41

47

37

42

PL ANTI NG ARE A

129

96

97 100

98

99 103

101123

40 104

102 124

110 114

108

111

119

19

48

2

118

115

18

105

1

128

11

NE CHLI M AT

21

W ATER ST

61

TBC

1 41 +00 STA. 1 41 +00

58 60

TBC MATCHLINE

14

+49.01

57

53

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-1 7.DGN

13

43

20 49

117

0 44+0 1

M AT CH EXIS TING GRO UND AT TIEIN

CONFIRM FINAL CONFIGURATION PRIOR TO CONSTRUCTION WITH LFUCG PM AS THIS ADJACENT PROPERTY IS IN PRE-DEVELOPMENT AND MAY ALTER THE FINAL CURBING.

WATER ST

SHEET NO.

FAYETTE +88.4 3

+58.6 9

+58. 69

MATC HE XI STI NG GROUN D AT TI E I N

ITEM NO.

0 44+0 1 . STA

43+00 1

1 42+00

1 41 +00

COUNTY OF

3 4 5

131 6 7

8

9

10

130

LEGEND

E .VI NE ST

H4

H5 S CATE NDI A I D ARE ADE T SH GH I L ACE E PL L TAK L S WI E TI VI NG ACTI PAVI

FLUSH CURB PAVER

PRECAST CONCRETE WALL

H6

SIGNATURE WALL

H7

VEHICULAR WALL

H8

TYPICAL WALL

SEE HARDSCAPE AND MATERIAL SHEETS FOR WALL AND TRANSITION DETAILS

1

2

3

4

E-SHEET NAME: R00505PL

5

6

Mi croStati on v8.1 1 .9.71 4

USER: hol tonr

DATE PLOTTED: Novem ber 28, 201 8

NOTES

10

7

8

9

STA. 141+25.00 OFF. 1.00' LT ELEV. 958.93

14

STA. 141+50.00 OFF. 1.00' LT ELEV. 959.22

15

STA. 141+75.00 OFF. 1.00' LT ELEV. 959.60

16

STA. 143+84.80 OFF. 61.08' LT 27 ELEV. 960.86

STA. 141+50.00 OFF. 20.15' LT 40 ELEV. 959.17

STA. 143+20.54 OFF. 13.69' LT 57 ELEV. 961.58

STA. 141+20.73 OFF. 26.60' LT ELEV. 958.91

STA. 143+75.00 OFF. 38.35' LT 28 ELEV. 961.13

STA. 141+13.75 OFF. 19.59' LT ELEV. 958.99

STA. 142+50.00

STA. 141+22.15

41 OFF. 13.00' LT

STA. 143+72.55 OFF. 26.71' LT 29 ELEV. 961.27

STA. 141+15.16 OFF. 19.59' LT ELEV. 959.00

42 OFF. 5.00' LT

STA. 142+00.00 OFF. 1.00' LT 17 ELEV. 960.04

STA. 143+71.49 OFF. 19.21' LT ELEV. 961.35

STA. 141+50.00 OFF. 13.00' LT 43 ELEV. 959.50

STA. 142+25.00 OFF. 1.00' LT 18 ELEV. 960.47

STA. 143+75.00 STA. 141+50.00 OFF. 7.10' LT 31 OFF. 5.00' LT 44 ELEV. 961.51 ELEV. 959.66

STA. 143+00.00 OFF. 17.85' LT 62 ELEV. 961.28

STA. 141+28.16 OFF. 19.61' LT ELEV. 959.09

STA. 142+50.00 OFF. 1.00' LT 19 ELEV. 960.91

STA. 143+88.00 OFF. 1.00' LT 32 ELEV. 961.68

STA. 142+00.00 OFF. 26.72' LT 47 ELEV. 959.34

STA. 143+00.00 OFF. 13.00' LT 63 ELEV. 961.76

STA. 141+29.16 OFF. 19.61' LT ELEV. 959.09

STA. 142+75.00 OFF. 1.25' LT 20 ELEV. 961.31

STA. 141+00.00 OFF. 26.57' LT 33 ELEV. 958.71

STA. 142+00.00 OFF. 20.22' LT 48 ELEV. 959.47

STA. 143+00.00 OFF. 5.00' LT 72 ELEV. 961.92

STA. 142+71.58 OFF. 26.84' LT ELEV. 960.75

STA. 143+00.00 STA. 141+00.00 OFF. 1.00' LT 21 OFF. 20.07' LT 34 ELEV. 961.48 ELEV. 958.86

STA. 142+95.92 OFF. 17.78' LT 49 ELEV. 961.24

STA. 141+05.90 OFF. 26.58' LT ELEV. 958.77

STA. 142+72.58

73 OFF. 26.84' LT

STA. 143+25.00 OFF. 1.00' LT 22 ELEV. 961.40

STA. 141+05.91 OFF. 19.58' LT ELEV. 958.91

STA. 142+97.33

35 OFF. 17.63' LT

STA. 141+06.90 OFF. 26.58' LT ELEV. 958.78

74 OFF. 19.84' LT

STA. 143+32.24 OFF. 1.00' LT 23 ELEV. 961.38

STA. 141+06.91 OFF. 19.58' LT ELEV. 958.92

36 OFF. 13.00' LT

STA. 143+47.67

STA. 141+00.00

30

ELEV. 961.19

ELEV. 961.25 STA. 142+00.00 ELEV. 960.32 STA. 142+00.00

37 OFF. 5.00' LT

54 OFF. 15.41' LT

ELEV. 960.57

ELEV. 958.97

ELEV. 960.48

ELEV. 959.04

13

STA. 143+50.51 OFF. 34.63' LT ELEV. 959.56 STA. 143+89.71 OFF. 68.62' LT ELEV. 960.76

STA. 141+00.00

25 OFF. 7.51' LT

26

STA. 142+50.00

38 OFF. 20.30' LT

ELEV. 958.95

ELEV. 960.77

88

89

90

ELEV. 960.89

92

93

ELEV. 961.91 STA. 143+03.88

99 OFF. 5.00' LT ELEV. 961.91

STA. 143+48.37

112 OFF. 19.35' LT ELEV. 960.31

STA. 143+12.26 STA. 143+05.12 102 OFF. 5.00' LT OFF. 16.81' LT ELEV. 961.88 ELEV. 961.34

115 OFF. 5.30' LT

STA. 143+11.25 ELEV. 961.88

STA. 143+71.43 ELEV. 961.36 STA. 143+76.97 ELEV. 961.54 STA. 143+83.95 ELEV. 962.10 STA. 143+98.91

116 OFF. 19.22' LT ELEV. 962.05

ELEV. 961.60 STA. 143+19.63

124 OFF. 5.00' LT ELEV. 961.83 STA. 143+40.42

125 OFF. 20.15' LT ELEV. 960.47 STA. 143+77.46

126 OFF. 18.72' LT ELEV. 961.48 STA. 143+99.02

127 OFF. 13.65' LT ELEV. 962.13 STA. 143+99.17

128 OFF. 5.65' LT ELEV. 962.24 STA. 141+03.17

129 OFF. 1.00' LT ELEV. 958.79

117 OFF. 19.19' LT

130 OFF. 1.00' LT

ELEV. 962.05

ELEV. 961.47

STA. 143+19.27 STA. 142+50.92 OFF. 1.58' LT 105 OFF. 19.80' LT ELEV. 961.92 ELEV. 960.47

118 OFF. 1.58' LT

131 OFF. 1.00' LT

ELEV. 962.28

ELEV. 961.42

STA. 143+13.40

94 OFF. 15.95' LT ELEV. 961.45 STA. 143+12.41

95 OFF. 16.05' LT

STA. 143+24.68

106 OFF. 14.76' LT ELEV. 961.47 STA. 143+24.52

107 OFF. 13.27' LT ELEV. 961.53 STA. 143+20.28

108 OFF. 1.58' LT

STA. 143+97.83

STA. 143+98.23

STA. 143+18.77

STA. 143+99.23 ELEV. 962.29

0'

10'

20'

40'

STA. 143+21.69

120 OFF. 15.08' LT ELEV. 961.52 STA. 143+21.43

121 OFF. 22.14' LT

ELEV. 960.44

ELEV. 959.20

ELEV. 960.91

ELEV. 961.44

STA. 141+50.00 OFF. 26.65' LT 39 ELEV. 959.04

STA. 142+50.00 OFF. 26.80' LT 56 ELEV. 960.31

STA. 141+05.93 OFF. 7.43' LT ELEV. 959.19

STA. 142+82.00 OFF. 19.24' LT 96 ELEV. 961.04

STA. 143+03.71 STA. 143+34.45 STA. 143+20.70 OFF. 13.00' LT 109 OFF. 20.78' LT 122 OFF. 15.18' LT ELEV. 961.75 ELEV. 961.08 ELEV. 961.54

ELEV. 961.92

STA. 143+04.95

119 OFF. 1.58' LT

ELEV. 959.15

78

STA. 143+20.47

123 OFF. 13.00' LT

STA. 143+21.54 STA. 142+42.92 OFF. 13.59' LT 104 OFF. 19.79' LT ELEV. 961.56 ELEV. 960.28

ELEV. 961.33

STA. 142+83.72

ELEV. 961.26

114 OFF. 5.12' LT

STA. 143+04.12

ELEV. 960.90

STA. 143+39.70

111 OFF. 2.90' LT

STA. 143+13.10 STA. 143+05.85 OFF. 13.00' LT 101 OFF. 23.78' LT ELEV. 961.68 ELEV. 961.20

93 OFF. 16.92' LT

STA. 142+82.73

77 OFF. 26.10' LT

STA. 143+02.87

98 OFF. 5.00' LT

ELEV. 961.82

113 OFF. 18.58' LT

ELEV. 961.32

ELEV. 960.91

76 OFF. 26.20' LT

ELEV. 961.75

STA. 143+32.66

110 OFF. 3.63' LT

STA. 143+12.09 STA. 143+04.85 OFF. 13.00' LT 100 OFF. 23.88' LT ELEV. 961.69 ELEV. 961.19

STA. 143+22.42

STA. 142+72.59

75 OFF. 19.84' LT

STA. 142+91.09 OFF. 25.32' LT ELEV. 961.02

STA. 143+04.72

97 OFF. 13.00' LT

91 OFF. 22.04' LT 103 OFF. 5.00' LT

STA. 142+71.59

STA. 141+06.93

55 OFF. 7.40' LT

85

STA. 141+29.15

61 OFF. 26.61' LT

STA. 141+06.92

24 OFF. 15.51' LT

12

ELEV. 958.95

ELEV. 959.03

11 OFF. 14.41' LT

ELEV. 961.00

STA. 141+28.15

60 OFF. 26.61' LT

STA. 141+05.92

53 OFF. 15.44' LT

STA. 142+89.69

ELEV. 958.92

ELEV. 961.35

50

ELEV. 961.05

58 OFF. 26.60' LT 84 OFF. 25.47' LT

STA. 142+50.00

STA. 143+49.03 OFF. 34.62' LT ELEV. 960.02

STA. 142+82.99

79 OFF. 19.13' LT

ELEV. 961.34

GRADING PLAN TOWN BRANCH COMMONS STA. 141+00 TO STA. 144+00


00 + 6 14 M

144 +0 0

T S A E

COUNTY OF

ITEM NO.

SHEET NO.

IN A

T S

68

66

16

56 69

59 25

57

77

10

84

73 82

71

58

53

19

00 + 6 14

45+00 1

35

9 1 T 1 E E SH

NE I L MATCH

118

FAYETTE

67

75

76

72

61 70

83

74

43

WA TE RS T

11

20

45

42 26

37 22

41

12

9 47

14

29 17

90

23

46

78

15

NG TI N A PL

79 49

ST A. 144 +0 0

30

48

31

33 1

38 34

EA AR

81

8 55

32

89

24

80

13

65

40

27 28

21

64

62 63

44

60

54

18

88

39

REPAVING AREA EXTENDS TO THE SOUTH END OF THE EXISTING

87

85 50

86

51

ISLAND ON THE EAST SIDE OF THE INTERSECTION AND THEN PERPENDICULAR FROM THERE ACROSS THE SLIP LANE TO THE

7 S CATE NDI A I D ARE ADE T SH GH I L ACE E PL L TAK L S WI E TI VI NG ACTI PAVI

PLANTING AREA 2 36

EXISTING EDGE OF PAVEMENT.

6 52 5

4

. E

TB C

3

M A

MA TC HL IN E

T S

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-1 8.DGN

IN

ST NE I V E.

LEGEND

H4

H5

SEE HARDSCAPE AND MATERIAL SHEETS

FLUSH CURB PAVER

PRECAST CONCRETE WALL

H6

SIGNATURE WALL

H7

VEHICULAR WALL

H8

TYPICAL WALL

FOR WALL AND TRANSITION DETAILS

STA. 144+00.00 OFF. 1.00' LT 14 ELEV. 961.79

STA. 144+50.00 OFF. 21.37' LT 27 ELEV. 962.42

STA. 144+07.99 OFF. 19.42' LT 40 ELEV. 962.12

STA. 144+63.73 OFF. 23.90' LT 53 ELEV. 962.52

STA. 145+40.86 OFF. 39.58' LT 66 ELEV. 962.78

STA. 145+85.89 OFF. 32.34' LT 79 ELEV. 962.72

STA. 144+53.71 OFF. 13.89' LT ELEV. 962.55

STA. 144+25.00 OFF. 1.05' LT 15 ELEV. 961.98

STA. 144+50.00 OFF. 13.90' LT 28 ELEV. 962.52

STA. 144+16.00 OFF. 19.60' LT ELEV. 962.18

STA. 144+65.79

STA. 145+12.59

STA. 145+90.37

2

41 OFF. 24.38' LT

STA. 145+10.93 OFF. 18.11' LT ELEV. 962.97

STA. 144+50.00 OFF. 1.00' LT 16 ELEV. 962.17

STA. 145+87.46 OFF. 31.14' LT 29 ELEV. 962.73

STA. 144+17.09 OFF. 19.63' LT ELEV. 962.19

42 OFF. 33.29' LT

4

STA. 144+75.00 OFF. 1.05' LT 17 ELEV. 962.36

STA. 144+06.80 OFF. 13.64' LT 30 ELEV. 962.19

5

E-SHEET NAME: R00505PL

6

10

USER: hol tonr

DATE PLOTTED: Novem ber 28, 201 8

1

Mi croStati on v8.1 1 .9.71 4

NOTES

3

7

8

9

13

ELEV. 962.54

67 OFF. 33.35' LT

ELEV. 963.09

STA. 144+98.13

ELEV. 962.64

STA. 145+13.63

55 OFF. 8.46' LT

80

STA. 145+90.80

68 OFF. 31.89' LT

STA. 145+11.19

81 OFF. 16.63' LT

ELEV. 962.70

ELEV. 963.10

ELEV. 962.67

ELEV. 962.99

STA. 144+06.68 OFF. 5.65' LT 43 ELEV. 962.30

STA. 144+99.29 OFF. 33.59' LT 56 ELEV. 962.71

STA. 145+37.73 OFF. 42.79' LT 69 ELEV. 962.58

STA. 145+86.34 OFF. 30.89' LT 82 ELEV. 962.74

STA. 146+08.27 OFF. 19.47' LT ELEV. 962.70

STA. 145+00.00 OFF. 1.00' LT 18 ELEV. 962.55

STA. 145+00.00 STA. 144+07.70 OFF. 7.59' LT 31 OFF. 5.65' LT 44 ELEV. 963.01 ELEV. 962.30

STA. 145+07.57 OFF. 35.67' LT 57 ELEV. 962.73

STA. 145+36.49 OFF. 42.31' LT 70 ELEV. 962.59

STA. 145+90.48 OFF. 16.62' LT 83 ELEV. 963.00

STA. 145+21.96 OFF. 36.05' LT ELEV. 962.65

STA. 145+25.00 OFF. 1.05' LT 19 ELEV. 962.75

STA. 145+15.10 OFF. 38.08' LT ELEV. 962.77

STA. 145+08.71

STA. 145+58.94

STA. 145+91.52

STA. 146+09.35

STA. 145+50.00 OFF. 1.00' LT 20 ELEV. 962.92

STA. 145+50.00 OFF. 25.39' LT 33 ELEV. 963.01

STA. 144+15.23

32 OFF. 5.77' LT

45 OFF. 35.95' LT

ELEV. 962.36 STA. 144+16.26 OFF. 5.76' LT ELEV. 962.37

STA. 146+00.00 OFF. 1.32' LT 22 ELEV. 962.69

STA. 145+50.00 OFF. 23.32' LT 35 ELEV. 963.05

STA. 145+87.01 OFF. 32.59' LT ELEV. 962.72

STA. 145+07.71

STA. 146+25.00 OFF. 10.26' LT 23 ELEV. 962.16

STA. 144+15.66 OFF. 13.78' LT ELEV. 962.25

STA. 144+44.29

STA. 144+00.00

STA. 145+50.00

24 OFF. 11.63' LT

48 OFF. 16.11' LT

ELEV. 962.06

ELEV. 963.25

STA. 144+00.00 OFF. 13.66' LT 25 ELEV. 962.14

STA. 145+19.30 OFF. 40.01' LT ELEV. 962.57

ELEV. 963.00

STA. 145+20.17

STA. 145+03.92 OFF. 7.83' LT 63 ELEV. 963.03

STA. 145+61.80 OFF. 25.65' LT ELEV. 962.99

STA. 145+04.95

STA. 145+74.31

STA. 144+00.00 OFF. 5.65' LT 26 ELEV. 962.24

STA. 144+06.90 OFF. 19.40' LT 39 ELEV. 962.11

STA. 144+46.75

STA. 146+00.39

73 OFF. 18.34' LT

STA. 146+10.95

STA. 145+52.35

87 OFF. 1.04' LT

ELEV. 962.97

ELEV. 962.92

STA. 146+11.93

STA. 145+56.37

75 OFF. 4.49' LT

88 OFF. 1.05' LT

ELEV. 962.95

ELEV. 962.93

STA. 146+23.03

76 OFF. 8.96' LT

ELEV. 962.59

ELEV. 963.04

ELEV. 963.17

ELEV. 962.60

STA. 144+48.08 OFF. 6.09' LT 52 ELEV. 962.60

STA. 145+10.99 OFF. 1.58' LT ELEV. 963.15

STA. 145+73.01 OFF. 14.34' LT ELEV. 963.17

STA. 144+16.73 OFF. 13.79' LT ELEV. 962.26

78

10'

20'

40'

STA. 145+87.09 ELEV. 963.04

STA. 146+22.19

77 OFF. 15.54' LT

0'

89 OFF. 1.08' LT

ELEV. 962.21

51 OFF. 7.88' LT

65

ELEV. 961.96

74 OFF. 4.18' LT

38 OFF. 6.08' LT

64 OFF. 14.52' LT

STA. 144+22.76

86 OFF. 1.04' LT

ELEV. 962.84

STA. 145+60.47

62 OFF. 25.38' LT

ELEV. 963.00

ELEV. 962.88

ELEV. 961.86

ELEV. 962.97

ELEV. 962.63

37 OFF. 30.60' LT 50

ELEV. 962.86

STA. 145+60.29

STA. 145+12.28

STA. 144+08.87

85 OFF. 1.02' LT

ELEV. 963.39

ELEV. 962.98

49 OFF. 16.79' LT

STA. 145+99.32

STA. 145+42.28

61 OFF. 26.89' LT

ELEV. 962.69

72 OFF. 18.18' LT

ELEV. 962.77

60 OFF. 1.58' LT

84 OFF. 19.62' LT

ELEV. 962.98

STA. 145+42.10

59 OFF. 40.04' LT

ELEV. 962.96 STA. 145+12.02 OFF. 18.27' LT ELEV. 962.98

71 OFF. 16.86' LT

ELEV. 962.98

STA. 145+07.43

46 OFF. 17.58' LT

STA. 144+28.84 OFF. 1.58' LT 47 ELEV. 962.52

36 OFF. 1.58' LT

58 OFF. 26.61' LT

ELEV. 962.77

STA. 145+75.00 STA. 144+07.87 OFF. 1.05' LT 21 OFF. 13.65' LT 34 ELEV. 962.91 ELEV. 962.20

11 OFF. 19.24' LT

12

54 OFF. 8.39' LT

90

STA. 145+91.11 OFF. 1.04' LT ELEV. 963.00

GRADING PLAN TOWN BRANCH COMMONS STA. 144+00 TO STA. 146+39.65


0 +0 1 50

H4

FLUSH CURB PAVER

COUNTY OF

WALL

TYPICAL WALL 9 .0 0 9 +

G IN IN T EIS TI X E T A H C D T N A M OU R G

0 .4 5 3 +

1

MIDLAND AVE. STA. 500+24.09 (AHEAD) = VINE ST. STA. 146+39.65, 30.05' LT. (BACK)

79

72

18 46 44 45 74

42

60

43

41 76

78

73 19

77

75

. E

1 6 1. 7 +

40 4

54

63

M A

56

IN

51

82

52

53

A NG ARE ANTI PL

50

T S

2

57

119

2+00 TBC STA. 50 M ATCHLINE

H8

2 .0 5 5 +

G IN IN T EIS TI X E T A H C D T N A U M O R G

VEHICULAR WALL

H7

71

70

SIGNATURE WALL

H6

SHEET NO.

FAYETTE

PRECAST CONCRETE

H5

ITEM NO.

502+00

LEGEND

49 47 16

13

48

12

5 11

61 58

34

83

62

14 10 37

36 35

32

81

6

9 8

21

33

80 38

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-1 9.DGN

20

7

39

15 30

D AN L D MI

26 24

31

E AV

25 69

59 68

55

67

22

27

8"

23

S CATE NDI A I D ARE ADE T SH GH I L ACE E PL L TAK L S WI E TI VI NG ACTI PAVI

17

66

3

65 64

28

0 0 6+ 4 1

29

SEE HARDSCAPE AND MATERIAL SHEETS FOR WALL AND TRANSITION DETAILS

MATCHLINE SHEET 118

STA. 500+75.00 OFF. 16.57' LT 27 ELEV. 962.13

STA. 146+29.54 OFF. 31.16' LT 40 ELEV. 962.19

STA. 501+27.61 OFF. 23.96' LT ELEV. 962.41

STA. 146+26.05 OFF. 98.98' LT 15 ELEV. 960.10

STA. 146+31.41 OFF. 59.21' LT ELEV. 961.54

STA. 146+29.52

STA. 501+32.75

3

STA. 146+37.38 OFF. 23.19' LT 16 ELEV. 961.79

4

1

2

STA. 145+91.04 OFF. 127.62' LT

14

28 OFF. 21.32' LT

41 OFF. 23.86' LT

STA. 501+58.74

53 OFF. 9.44' LT

STA. 145+89.83

66 OFF. 52.82' LT

ELEV. 962.74

ELEV. 962.23

STA. 145+71.61

STA. 145+91.09

54 OFF. 124.69' LT 67 OFF. 53.04' LT

79

STA. 501+27.05 OFF. 37.63' LT

80

STA. 500+89.84 OFF. 1.11' LT ELEV. 961.78

ELEV. 962.39

ELEV. 962.45

ELEV. 959.82

ELEV. 962.21

STA. 501+25.50 OFF. 4.55' LT 29 ELEV. 962.58

STA. 146+30.37 OFF. 14.66' LT 42 ELEV. 962.02

STA. 501+33.78 OFF. 23.85' LT 55 ELEV. 962.45

STA. 145+84.37 OFF. 55.94' LT 68 ELEV. 962.01

STA. 146+00.50 STA. 501+03.61 OFF. 54.15' LT 81 OFF. 0.96' LT ELEV. 962.09 ELEV. 961.88

STA. 500+35.32 OFF. 63.30' LT 17 ELEV. 959.76

STA. 146+36.54 OFF. 24.96' LT 30 ELEV. 962.24

STA. 146+33.68 OFF. 47.96' LT 43 ELEV. 961.28

STA. 501+41.41 OFF. 23.69' LT ELEV. 962.52

STA. 145+75.40

STA. 146+01.77

5

STA. 500+41.64 OFF. 41.11' LT 18 ELEV. 960.19

STA. 501+75.00 STA. 146+36.05 OFF. 23.60' LT 31 OFF. 32.14' LT 44 ELEV. 963.21 ELEV. 961.60

STA. 501+42.46 OFF. 23.66' LT 57 ELEV. 962.54

STA. 145+73.14 OFF. 119.35' LT ELEV. 959.86

STA. 500+50.00 OFF. 23.84' LT 19 ELEV. 960.82

STA. 501+75.00 OFF. 9.60' LT 32 ELEV. 962.95

STA. 500+48.15 OFF. 26.60' LT 45 ELEV. 960.70

STA. 501+50.22 OFF. 23.49' LT 58 ELEV. 962.67

STA. 146+27.25 OFF. 86.97' LT ELEV. 960.91

STA. 500+75.00 OFF. 4.49' LT 20 ELEV. 961.59

STA. 145+91.63 OFF. 82.06' LT ELEV. 961.30

STA. 500+59.82

STA. 501+51.28

STA. 145+82.90

56 OFF. 119.81' LT

69 OFF. 54.34' LT

ELEV. 959.86

70

ELEV. 959.91

STA. 501+50.04 OFF. 34.45' LT 83 ELEV. 962.20

STA. 500+42.74 OFF. 37.70' LT ELEV. 960.29

E-SHEET NAME: R00505PL

STA. 501+95.00

6

9

STA. 501+00.00 OFF. 1.00' LT 22 ELEV. 961.86

STA. 145+77.96 OFF. 54.66' LT 35 ELEV. 962.18

STA. 500+66.23 OFF. 15.31' LT 48 ELEV. 961.81

STA. 501+43.20 STA. 500+50.59 OFF. 1.58' LT 61 OFF. 30.05' LT 74 ELEV. 962.62 ELEV. 961.12

STA. 500+65.78 OFF. 53.00' LT

10

STA. 501+25.00 OFF. 0.96' LT 23 ELEV. 962.00

STA. 145+79.22 OFF. 54.92' LT 36 ELEV. 962.15

STA. 500+69.05 OFF. 13.48' LT 49 ELEV. 961.89

STA. 501+44.31 OFF. 1.58' LT ELEV. 962.62

STA. 500+81.15 OFF. 39.43' LT

STA. 501+50.00

STA. 145+86.99

STA. 500+77.53

STA. 501+48.29 OFF. 9.65' LT 63 ELEV. 962.64

STA. 501+40.21 OFF. 9.83' LT ELEV. 962.56

STA. 501+49.40

STA. 145+79.46

7

8

STA. 500+92.99 STA. 145+93.12 OFF. 0.97' LT 21 OFF. 82.30' LT ELEV. 961.82 ELEV. 961.28

11 OFF. 1.00' LT

12

13

24 OFF. 61.10' LT

ELEV. 962.14

ELEV. 961.98

STA. 501+68.38 OFF. 0.86' LT 25 ELEV. 962.24

STA. 145+88.31 OFF. 61.33' LT ELEV. 962.03

STA. 501+75.00 OFF. 1.00' LT 26 ELEV. 962.28

STA. 146+27.17 OFF. 46.99' LT ELEV. 961.89

33 OFF. 13.39' LT

46 OFF. 23.48' LT

ELEV. 961.24 STA. 500+54.47

ELEV. 961.95

ELEV. 961.83

STA. 501+36.87

STA. 500+40.69

STA. 500+55.02 OFF. 68.91' LT

73

ELEV. 961.24

ELEV. 962.57

STA. 500+64.88 OFF. 52.22' LT

34 OFF. 28.49' LT

37 OFF. 9.94' LT

47 OFF. 3.18' LT

50

ELEV. 962.06 STA. 500+69.84

38 OFF. 6.83' LT

39

71 OFF. 31.20' LT

59 OFF. 60.36' LT 72

ELEV. 962.69

51 OFF. 9.63' LT

60 OFF. 64.83' LT ELEV. 960.23

STA. 500+60.70

62 OFF. 21.51' LT

75

ELEV. 961.58

64 OFF. 50.83' LT

STA. 500+38.83

82 OFF. 50.96' LT

ELEV. 962.07

Mi croStati on v8.1 1 .9.71 4

USER: hol tonr

DATE PLOTTED: Novem ber 28, 201 8

NOTES

0'

76

STA. 500+81.67 OFF. 40.25' LT

77

STA. 500+97.39 OFF. 33.11' LT

STA. 500+97.64 OFF. 34.28' LT

ELEV. 961.48

ELEV. 962.65

ELEV. 962.37

STA. 500+78.32 OFF. 3.35' LT 52 ELEV. 961.63

STA. 501+57.62 OFF. 9.46' LT 65 ELEV. 962.73

STA. 145+80.69 OFF. 51.09' LT 78 ELEV. 962.36

10'

20'

40'

GRADING PLAN TOWN BRANCH COMMONS STA. 500+24.09 TO STA. 502+00


502+00

504+00

ITEM NO.

COUNTY OF

SHEET NO.

120

FAYETTE

505+00

502+00

503+00

3 5 PG. 63 9 4 B. 1 D.

29

31

14 16 30

24

26

28

MATCHLINE TBC STA. 505+00

M ATCHLI NE TBC STA. 50 2+00 FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-20.DGN

22

20

18

15 27 17 21

19

23

25

PLANTING AREA

PLANTING AREA

1 2 3 4

5

6

7

32

33

8

9

13

12

11

10

34

35

MIDLAND AVE

S CATE NDI A I D ARE ADE T SH GH I L ACE E PL L TAK L S WI E TI VI NG ACTI PAVI LEGEND

H4

H5

SEE HARDSCAPE AND MATERIAL SHEETS FOR WALL AND TRANSITION DETAILS

FLUSH CURB PAVER

PRECAST CONCRETE WALL

H6

SIGNATURE WALL

H7

VEHICULAR WALL

H8

TYPICAL WALL

1

2

3

4

E-SHEET NAME: R00505PL

5

6

Mi croStati on v8.1 1 .9.71 4

USER: hol tonr

DATE PLOTTED: Novem ber 28, 201 8

NOTES

10

7

8

9

STA. 502+00.00 OFF. 1.00' LT ELEV. 962.42

14

STA. 502+25.00 OFF. 1.00' LT ELEV. 962.55

15

STA. 502+50.00 OFF. 1.00' LT ELEV. 962.69

16

STA. 502+68.79 OFF. 1.00' LT ELEV. 962.79

17 OFF. 9.57' LT

STA. 502+75.00 OFF. 1.00' LT ELEV. 962.82

18

STA. 503+00.00 OFF. 1.00' LT ELEV. 962.96

19

STA. 503+25.00 OFF. 1.00' LT ELEV. 963.10

20

STA. 504+75.00

STA. 502+00.00 OFF. 9.58' LT ELEV. 963.09

28 OFF. 23.55' LT

STA. 502+25.00 OFF. 23.57' LT ELEV. 963.50

29 OFF. 36.29' LT

ELEV. 964.49 STA. 504+88.17 ELEV. 964.70 STA. 502+44.74 ELEV. 962.20

STA. 502+25.00 ELEV. 963.22

30

STA. 504+42.56 OFF. 24.13' LT ELEV. 964.50

STA. 502+75.00 OFF. 9.58' LT ELEV. 963.49

31 OFF. 27.00' LT

STA. 502+75.00 OFF. 23.64' LT ELEV. 963.78

32 OFF. 1.00' LT

STA. 503+25.00 OFF. 23.58' LT ELEV. 964.05

33 OFF. 1.00' LT

STA. 503+25.00

STA. 504+85.83 ELEV. 964.29 STA. 503+27.10 ELEV. 963.11 STA. 503+40.93 ELEV. 963.19

21 OFF. 9.58' LT

34 OFF. 1.00' LT

ELEV. 963.77

ELEV. 963.91

STA. 503+75.00 OFF. 1.00' LT ELEV. 963.37

22 OFF. 23.59' LT

STA. 504+00.00 OFF. 1.00' LT ELEV. 963.50

23 OFF. 9.59' LT

STA. 503+75.00 ELEV. 964.32

ELEV. 964.04

STA. 504+75.00 OFF. 1.00' LT ELEV. 963.90

STA. 504+90.43

35 OFF. 1.00' LT ELEV. 963.98

0'

10'

20'

40'

STA. 504+25.00

24 OFF. 23.59' LT

ELEV. 963.63 STA. 504+50.00 OFF. 1.00' LT ELEV. 963.76

STA. 504+76.60

STA. 503+75.00

STA. 504+25.00

13

27 OFF. 9.59' LT

STA. 503+50.00 OFF. 1.00' LT ELEV. 963.24

11 OFF. 1.00' LT

12

STA. 502+00.00 OFF. 23.58' LT ELEV. 963.37

ELEV. 964.58 STA. 504+25.00

25 OFF. 9.59' LT ELEV. 964.30

26

STA. 504+75.00 OFF. 23.55' LT ELEV. 964.63

GRADING PLAN TOWN BRANCH COMMONS STA. 502+00 TO STA. 505+00


PRECAST CONCRETE

H5

H6

SIGNATURE WALL

H7

VEHICULAR WALL

SHEET NO.

AT TIE-IN

18

121

FAYETTE

PAVING EXTENDS TO THE NORTH EDGE OF PAVEMENT OF SHORT STREET.

19

M

WALL

17

MATCHLINE SEE INSET AT BOTTOM OF SHEET

ITEM NO.

COUNTY OF

MATCH EXISTING

508+00

FLUSH CURB PAVER

507+00

H4

A T CH A EX T I T IE ST -I IN G N

506+00

505+00

LEGEND

+45.15

+ 74 .3 5

16 76

TYPICAL WALL

H8

79

65 78 38

83

15

. E

82

84

O

A E R A

H S

61

R T

62

508+00

20

60

G IN T N A L P

59

T S

63 64

31

S CATE NDI A I D ARE ADE T SH GH I L ACE E PL L TAK L S WI E TI VI NG ACTI PAVI

6 .9 9 2 +

29

2 .0 4 3 +

30 77

75

58

32 57 23

21

25 34

35

28

38

66

43

39

67

68

69

13

33

71

70

37 42 55

56

00 C STA. 508+ M ATCHLINE TB

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-21 .DGN

14

G IN IN T IS IE T X E T H A C T D A N U M O R G

M ATCHLINE T BC STA. 505+ 505 0+ 0 00

85

72 45

27

22

46

47

73

49

48

52

51 24

26

36

74

37

40

44

41

50

PLANTING AREA

12

1 3

4

5

611

7

6

CL 964

80

81

8

10

9

616

54

53

2

615

CL 966

11

CL 965

614 CL 965 612 613

CL

PAVING EXTENDS TO THE SOUTH EDGE OF PAVEMENT OF MIDLAND AVE.

CL

964

965

MIDLAND AVE

Mi croStati on v8.1 1 .9.71 4

E-SHEET NAME: R00505PL

USER: hol tonr

DATE PLOTTED: Novem ber 28, 201 8

NOTES STA. 505+00.00 OFF. 1.00' LT 13 ELEV. 964.03

STA. 507+58.58 OFF. 24.73' LT 25 ELEV. 965.61

STA. 506+00.00 OFF. 23.92' LT 37 ELEV. 965.28

STA. 506+14.90 OFF. 9.59' LT 49 ELEV. 965.21

STA. 507+20.17 STA. 507+18.61 OFF. 8.56' LT 61 OFF. 78.04' LT ELEV. 965.75 ELEV. 965.72

2

STA. 505+25.00 OFF. 1.01' LT 14 ELEV. 964.15

STA. 507+50.00 OFF. 50.36' LT 26 ELEV. 965.60

STA. 506+00.00 OFF. 9.92' LT 38 ELEV. 965.14

STA. 506+89.36 OFF. 88.83' LT 50 ELEV. 965.71

STA. 507+30.23 OFF. 3.58' LT 62 ELEV. 965.76

3

STA. 505+50.00 OFF. 1.00' LT 15 ELEV. 964.28

STA. 507+23.75 OFF. 78.88' LT 27 ELEV. 965.21

STA. 506+50.00 OFF. 9.19' LT 39 ELEV. 965.39

4

STA. 505+75.00 OFF. 1.01' LT 16 ELEV. 964.41

STA. 507+00.00 OFF. 94.02' LT 28 ELEV. 965.17

STA. 506+50.00 OFF. 23.19' LT 40 ELEV. 965.53

5

STA. 506+00.00 OFF. 1.00' LT 17 ELEV. 964.54

STA. 506+79.54 29 OFF. 106.69' LT

1

STA. 507+31.23

73 OFF. 7.58' LT

ELEV. 965.15

STA. 507+19.65 OFF. 77.35' LT 74 ELEV. 965.73

STA. 507+31.24 OFF. 3.58' LT 86 ELEV. 965.76

STA. 507+46.89 OFF. 118.93' LT

STA. 506+64.33 STA. 507+30.23 OFF. 22.87' LT 51 OFF. 7.58' LT 63 ELEV. 965.60 ELEV. 965.80

STA. 507+30.05 OFF. 73.60' LT 75 ELEV. 965.77

STA. 507+07.67 OFF. 49.95' LT 87 ELEV. 966.23

STA. 507+49.68 OFF. 123.09' LT

STA. 506+78.15 OFF. 8.57' LT 52 ELEV. 965.53

STA. 507+40.26 OFF. 7.74' LT 64 ELEV. 965.84

STA. 507+31.09 OFF. 72.75' LT 76 ELEV. 965.78

STA. 506+74.35 OFF. 99.48' LT

STA. 506+79.64 STA. 505+29.96 41 OFF. 8.54' LT 53 OFF. 41.82' LT ELEV. 965.54

STA. 507+30.23 OFF. 1.00' LT 65 ELEV. 965.23

STA. 506+96.32 OFF. 95.62' LT 77 ELEV. 965.66

STA. 505+00.00 OFF. 25.89' LT ELEV. 964.83

STA. 506+25.00 OFF. 1.01' LT 18 ELEV. 964.68

STA. 507+43.75 30 OFF. 114.32' LT

STA. 505+34.02 42 OFF. 37.20' LT

STA. 506+82.57 OFF. 22.47' LT 54 ELEV. 965.70

STA. 507+40.24 OFF. 1.11' LT 66 ELEV. 965.28

STA. 507+07.95 OFF. 22.44' LT 78 ELEV. 965.83

STA. 507+79.23 OFF. 89.27' LT ELEV. 965.67

7

STA. 506+50.00 OFF. 1.00' LT 19 ELEV. 964.81

STA. 507+50.00 STA. 505+29.55 OFF. 109.94' LT 31 OFF. 41.69' LT 43 ELEV. 965.79 ELEV. 965.19

STA. 506+84.08 OFF. 22.43' LT 55 ELEV. 965.70

STA. 507+50.99 OFF. 14.74' LT 67 ELEV. 965.96

STA. 507+08.95 OFF. 22.47' LT 79 ELEV. 965.83

STA. 507+82.97 OFF. 92.40' LT ELEV. 965.69

8

STA. 506+75.00 OFF. 1.01' LT 20 ELEV. 964.94

STA. 507+75.00 OFF. 85.75' LT 32 ELEV. 965.13

STA. 505+36.79 OFF. 29.77' LT 44 ELEV. 965.06

STA. 506+97.42 OFF. 8.34' LT 56 ELEV. 965.63

STA. 507+57.59 OFF. 14.73' LT 68 ELEV. 965.48

STA. 507+19.06 OFF. 22.53' LT 80 ELEV. 965.89

STA. 506+54.20 OFF. 1.01' LT ELEV. 964.83

STA. 507+00.00 STA. 505+00.00 OFF. 1.00' LT 21 OFF. 23.51' LT 33 ELEV. 965.07 ELEV. 964.75

STA. 507+51.12 OFF. 22.51' LT ELEV. 966.04

STA. 506+98.85

STA. 507+51.23

STA. 507+20.07

STA. 506+68.03

9

45 OFF. 8.36' LT

STA. 507+25.00 OFF. 1.01' LT 22 ELEV. 965.20

STA. 505+00.00 OFF. 9.55' LT 34 ELEV. 964.62

STA. 506+13.91 OFF. 23.62' LT ELEV. 965.35

46 OFF. 8.46' LT

STA. 507+38.18

STA. 505+50.00

STA. 506+14.93

10

11 OFF. 0.77' LT

12

23 OFF. 24.29' LT

STA. 507+92.49

85 OFF. 58.66' LT

ELEV. 965.80

6

35 OFF. 23.59' LT

57 OFF. 28.75' LT

ELEV. 965.64

ELEV. 966.10

STA. 507+08.12

STA. 507+57.83

58 OFF. 28.73' LT

ELEV. 965.69

70

ELEV. 965.63

STA. 507+09.13

47 OFF. 8.47' LT

69 OFF. 22.56' LT

STA. 507+07.23

59 OFF. 88.76' LT

ELEV. 964.90

STA. 507+30.19 OFF. 22.57' LT 82 ELEV. 965.95

STA. 507+28.64 OFF. 75.46' LT ELEV. 965.24

STA. 507+31.20

86

MATCHLINE SEE TOP OF SHEET ON NORTH SIDE OF SHORT STREET

STA. 507+16.84

0'

10'

20'

40'

83 OFF. 83.34' LT

ELEV. 965.26

ELEV. 965.02

ELEV. 965.35

ELEV. 965.69

ELEV. 965.65

ELEV. 965.95

ELEV. 965.15

STA. 507+50.00 OFF. 4.58' LT 24 ELEV. 965.36

STA. 505+50.00 OFF. 10.29' LT 36 ELEV. 964.88

STA. 506+13.89 OFF. 9.62' LT 48 ELEV. 965.21

STA. 507+19.17 OFF. 8.56' LT ELEV. 965.75

STA. 507+08.09 OFF. 88.21' LT 72 ELEV. 965.65

STA. 507+30.22 OFF. 8.59' LT 84 ELEV. 965.80

STA. 507+79.93 OFF. 79.28' LT ELEV. 965.09

60

87

MAG

81 OFF. 1.00' LT

ELEV. 965.89

71 OFF. 22.57' LT

NOTE: SEE SHEETS 121a FOR STATION, OFFSET AND ELEVATION POINTS ON SOUTH SIDE OF MIDLAND AVENUE

GRADING PLAN TOWN BRANCH COMMONS STA. 505+00 TO STA. 508+00


509+00

O SH

507+00

COUNTY OF

ITEM NO.

SHEET NO.

121a

FAYETTE

ET RE ST

508+00

RT

BM 5 E L E V. =9

A NG ARE ANTI PL

A NG ARE ANTI PL

MIDLAND AVE S CATE NDI A I D ARE ADE T SH GH I L ACE E PL L TAK L S WI E TI VI NG ACTI PAVI

NG STI XI MATCH E N I E AT TI

8

7

NG STI XI MATCH E N I E AT TI

LEGEND

H4

H5

BUI L DI NG

SEE HARDSCAPE AND MATERIAL SHEETS FOR WALL AND TRANSITION DETAILS

DATE PLOTTED: Novem ber 28, 201 8

USER: hol tonr E-SHEET NAME: R00505PL

1

STA. 507+30.25 OFF. 40.96' RT ELEV. 964.87

2

STA. 507+40.06 OFF. 40.98' RT ELEV. 964.96

3

FLUSH CURB PAVER

PRECAST CONCRETE WALL

H6

SIGNATURE WALL

H7

VEHICULAR WALL

H8

TYPICAL WALL

NOTES

Mi croStati on v8.1 1 .9.71 4

.67 +41

9.42 +1

+24.37

4

3

10

+46.04

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-21 A.DGN

2

1

9

12

6

5

11

NOTE: SEE SHEETS 121 AND 122 FOR STATION, OFFSET AND ELEVATION POINTS ON NORTH SIDE OF MIDLAND AVENUE

5

STA. 508+25.49 OFF. 40.93' RT ELEV. 965.56

6

STA. 508+35.60 OFF. 40.91' RT ELEV. 965.63

STA. 507+30.25 OFF. 47.54' RT

7

STA. 508+25.47 OFF. 47.51' RT

4

STA. 507+40.04 OFF. 47.56' RT

8

STA. 508+35.60 OFF. 47.50' RT

9

STA. 507+24.36 OFF. 40.97' RT

11

STA. 508+19.42 OFF. 40.96' RT

10

STA. 507+46.04 OFF. 41.01' RT

12

STA. 508+41.67 OFF. 40.93' RT

0'

10'

20'

40'

GRADING PLAN TOWN BRANCH COMMONS SHORT STREET INTERSECTION


ITEM NO.

SHEET NO.

51 1 +00

51 0+00

122

FAYETTE

51 1 +00

509+00

508+00

ST

COUNTY OF

138

41

PLANTING AREA

26

119

38

137

14

66 78 28 42

35

34

43 44

54

47

46

45

64

PLANTING AREA

122

39

123

30

29

48

49 50

51

52

107

19

53

M ATCHLINE

99

98

67

36

68 104

2 65 17

37

18

20

139 103

21

73

3

40

23

4

6

5

55

7

133

31

84

74 82

22

105 106

131

24 PLANTING AREA

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-22.DGN

134

83

108

109 110

111 112

PLANTING AREA

102 113

56

57

8

75

76

9

TBC STA. 5 1 1 +00

1 NG TI AN PL REA A

MATCHLINE TBC STA. 508+00

120 121

10

140

141

11

12

142

143

135

13

LEGEND

MI DL AND AVE S CATE NDI A I D ARE ADE T SH GH I L ACE E PL L TAK L S WI E TI VI NG ACTI PAVI

H4

H5

SEE HARDSCAPE AND MATERIAL SHEETS FOR WALL AND TRANSITION DETAILS

FLUSH CURB PAVER

PRECAST CONCRETE WALL

H6

SIGNATURE WALL

H7

VEHICULAR WALL

H8

TYPICAL WALL

PAVING EXTENDS TO THE SOUTH EDGE OF PAVEMENT OF MIDLAND AVENUE.

1

STA. 508+00.00 OFF. 41.33' LT 14 ELEV. 965.32

2

STA. 508+06.50 OFF. 17.67' LT ELEV. 965.54

STA. 508+03.94 OFF. 31.00' LT 30 ELEV. 965.92

STA. 508+51.45 OFF. 28.94' LT 57 ELEV. 966.25

STA. 509+45.40 OFF. 1.00' LT 83 ELEV. 966.40

STA. 509+95.12 STA. 510+88.48 STA. 508+14.26 OFF. 1.58' LT 111 OFF. 6.79' LT 137 OFF. 30.82' LT ELEV. 967.18 ELEV. 966.03 ELEV. 967.68

STA. 510+50.00

STA. 508+52.44

STA. 509+50.00

STA. 509+95.12

31 OFF. 9.01' LT

45 OFF. 28.94' LT

ELEV. 967.45

STA. 508+26.60 OFF. 0.81' LT 17 ELEV. 965.73

STA. 508+25.59 OFF. 7.62' LT ELEV. 966.21

4

STA. 508+50.00 OFF. 1.00' LT 18 ELEV. 965.87

STA. 508+34.65 OFF. 7.58' LT 34 ELEV. 966.26

5

STA. 508+75.00 OFF. 1.00' LT 19 ELEV. 966.00 STA. 509+00.00 OFF. 1.00' LT 20 ELEV. 966.14

ELEV. 966.25

ELEV. 966.80

STA. 508+73.92

46 OFF. 28.89' LT

84 OFF. 12.80' LT

64 OFF. 28.78' LT

ELEV. 967.13

STA. 509+50.00

65 OFF. 14.80' LT

STA. 510+95.80

138 OFF. 66.82' LT

ELEV. 967.73

STA. 510+52.01

98 OFF. 22.91' LT

ELEV. 965.84

STA. 510+96.80

113 OFF. 6.36' LT

STA. 510+96.86

139 OFF. 20.37' LT

ELEV. 966.87

ELEV. 967.39

ELEV. 967.73

STA. 508+03.96 OFF. 28.73' LT 47 ELEV. 965.43

STA. 508+75.32 OFF. 28.89' LT 66 ELEV. 966.38

STA. 509+64.84 OFF. 28.37' LT 99 ELEV. 966.88

STA. 510+53.48 OFF. 22.82' LT 119 ELEV. 967.40

STA. 510+95.96 STA. 510+09.32 OFF. 40.57' LT 140 OFF. 1.00' LT ELEV. 967.02 ELEV. 966.75

STA. 509+00.00 OFF. 15.02' LT 35 ELEV. 966.58

STA. 508+10.52 OFF. 28.77' LT 48 ELEV. 966.01

STA. 508+43.04 OFF. 14.99' LT 67 ELEV. 966.27

STA. 509+65.84 STA. 510+13.32 STA. 510+66.42 STA. 510+96.98 OFF. 14.34' LT 102 OFF. 8.01' LT 141 OFF. 1.00' LT 120 OFF. 47.64' LT ELEV. 966.96 ELEV. 967.55 ELEV. 966.78

6

STA. 508+34.60 OFF. 3.58' LT 36 ELEV. 966.28

STA. 508+13.87 OFF. 14.80' LT 49 ELEV. 966.11

STA. 508+44.04 OFF. 14.98' LT 68 ELEV. 966.28

STA. 509+94.12 STA. 510+63.61 STA. 510+67.90 STA. 510+95.99 OFF. 12.87' LT 103 OFF. 7.93' LT 121 142 OFF. 1.00' LT OFF. 47.36' LT ELEV. 967.12 ELEV. 967.56 ELEV. 967.08

7

STA. 509+25.00 STA. 508+35.60 OFF. 1.00' LT 21 OFF. 3.58' LT 37 ELEV. 966.28 ELEV. 966.29

STA. 508+07.28 OFF. 14.75' LT 50 ELEV. 965.56

STA. 508+51.34 OFF. 14.94' LT 73 ELEV. 966.32

STA. 509+64.85 STA. 509+65.83 STA. 510+67.61 STA. 510+79.30 OFF. 1.58' LT 104 OFF. 21.30' LT 122 OFF. 28.31' LT 143 OFF. 1.00' LT ELEV. 967.02 ELEV. 967.55 ELEV. 966.88 ELEV. 967.10

8

STA. 509+50.00 OFF. 1.00' LT 22 ELEV. 966.42

STA. 508+25.58 OFF. 1.02' LT 38 ELEV. 965.73

STA. 508+35.93 STA. 508+52.34 OFF. 30.55' LT 51 OFF. 14.94' LT 74 ELEV. 966.16 ELEV. 966.32

STA. 509+65.85 STA. 510+80.30 STA. 509+94.13 OFF. 1.58' LT 105 OFF. 21.25' LT 123 OFF. 26.90' LT ELEV. 967.02 ELEV. 967.05 ELEV. 967.56

9

STA. 509+75.00 OFF. 1.00' LT 23 ELEV. 966.56

STA. 508+35.59 OFF. 1.00' LT 39 ELEV. 965.79

STA. 508+35.91 OFF. 29.05' LT 52 ELEV. 966.16

STA. 508+60.01 OFF. 14.92' LT 75 ELEV. 966.36

STA. 509+55.89 STA. 510+87.58 STA. 509+64.84 OFF. 1.00' LT 106 OFF. 20.85' LT 131 OFF. 14.37' LT ELEV. 966.46 ELEV. 966.95 ELEV. 967.60

10

STA. 510+00.00 OFF. 1.00' LT 24 ELEV. 966.70

STA. 508+35.65 OFF. 7.58' LT 40 ELEV. 966.27

STA. 508+34.58 OFF. 1.58' LT 53 ELEV. 966.29

STA. 508+61.42 OFF. 14.91' LT 76 ELEV. 966.37

STA. 509+59.89 STA. 510+88.58 STA. 510+95.87 OFF. 1.00' LT 107 OFF. 20.80' LT 133 OFF. 20.42' LT ELEV. 966.48 ELEV. 967.65 ELEV. 967.61

STA. 510+25.00

STA. 508+08.21

STA. 508+00.00

STA. 509+00.00

USER: hol tonr

ELEV. 966.37

11 OFF. 1.00' LT

26 OFF. 30.92' LT

41 OFF. 55.81' LT

54 OFF. 29.01' LT

STA. 510+79.17

108 OFF. 7.29' LT

0'

10'

20'

40'

STA. 510+96.95

ELEV. 966.00

ELEV. 965.81

ELEV. 966.51

12

STA. 510+50.00 OFF. 1.00' LT 28 ELEV. 966.98

STA. 508+34.94 OFF. 30.56' LT 42 ELEV. 966.15

STA. 508+43.18 OFF. 28.99' LT 55 ELEV. 966.20

STA. 508+54.02 OFF. 1.00' LT 78 ELEV. 965.89

STA. 509+95.12 STA. 510+80.17 STA. 510+96.78 OFF. 26.85' LT 109 OFF. 7.23' LT 135 OFF. 1.58' LT ELEV. 967.05 ELEV. 967.76 ELEV. 967.63

13

STA. 510+75.00 OFF. 1.00' LT 29 ELEV. 967.12

STA. 508+35.74 OFF. 15.05' LT 43 ELEV. 966.23

STA. 508+44.18 OFF. 28.98' LT 56 ELEV. 966.21

STA. 509+36.10 OFF. 1.00' LT 82 ELEV. 966.35

STA. 509+94.12 OFF. 1.58' LT 110 ELEV. 967.18

STA. 510+87.49 OFF. 6.84' LT ELEV. 967.68

ELEV. 967.66

134 OFF. 40.57' LT

ELEV. 966.84

ELEV. 967.63

NOTE: SEE SHEETS 121a FOR STATION, OFFSET AND ELEVATION POINTS ON SOUTH SIDE OF MIDLAND AVENUE

STA. 508+00.00

112 OFF. 6.41' LT

E-SHEET NAME: R00505PL

3

STA. 508+34.74 OFF. 15.07' LT 44 ELEV. 966.22

Mi croStati on v8.1 1 .9.71 4

DATE PLOTTED: Novem ber 28, 201 8

NOTES

ELEV. 967.02

GRADING PLAN TOWN BRANCH COMMONS STA. 508+00 TO STA. 511+00


51 3+00

51 2+00

SHEET NO.

123

FAYETTE

29 4. 0 +

51 4+00

+00 1 51

+00 1 51

6 .7 55 +

NG I ST I EX N H I ETC A TI M T A

ITEM NO.

COUNTY OF

24 23

22

4

O C

25

A R R

42

83

L

18

71

ST

3

72

84

82 43

5

A E R A

75

MATCHLINE

TBC

TBC

G IN T N A L P 85 64

44

65

34 77

49

47

74

48

41

58

59 60

78

66 61 38

40

76

86

68

45

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-23.DGN

STA. 51 4+00

17

+00 1 STA. 51

51 4+00

26

56

MATCHLINE

81

57

46 6

51

52

53

54

50

62

55

PLANTING AREA

63

35 79

1

2

7

8

69

9

70

87

88

10

11

89

12

13

14

15

80

39

16

LEGEND

H4 S CATE NDI A I D ARE ADE T SH GH I L ACE E PL L TAK L S WI E TI VI NG ACTI PAVI

MI DL AND AVE H5

SEE HARDSCAPE AND MATERIAL SHEETS FOR WALL AND TRANSITION DETAILS

PAVING EXTENDS TO THE SOUTH EDGE OF PAVEMENT OF MIDLAND AVENUE.

FLUSH CURB PAVER

PRECAST CONCRETE WALL

H6

SIGNATURE WALL

H7

VEHICULAR WALL

H8

TYPICAL WALL

1

2

3

4

E-SHEET NAME: R00505PL

5

6

Mi croStati on v8.1 1 .9.71 4

USER: hol tonr

DATE PLOTTED: Novem ber 28, 201 8

NOTES

10

7

8

9

STA. 511+00.00 OFF. 1.00' LT ELEV. 967.26

14

STA. 511+04.64 OFF. 0.88' LT ELEV. 967.29

15

STA. 511+26.23 OFF. 40.10' LT ELEV. 966.68

16

STA. 511+19.85 OFF. 50.35' LT

17

STA. 511+56.27 OFF. 39.63' LT ELEV. 966.96

18

STA. 513+75.00 OFF. 1.00' LT 38 ELEV. 969.17

STA. 514+00.00 STA. 511+84.74 OFF. 19.78' LT 51 OFF. 5.67' LT ELEV. 969.81 ELEV. 968.40

64 OFF. 20.89' LT

STA. 514+00.00 OFF. 1.00' LT 39 ELEV. 969.43

STA. 514+00.00 OFF. 5.90' LT 52 ELEV. 970.09

STA. 511+96.16 OFF. 1.58' LT ELEV. 968.31

65 OFF. 20.98' LT

STA. 511+00.00 40 OFF. 48.50' LT

STA. 511+00.00 OFF. 6.19' LT 53 ELEV. 967.75

STA. 511+97.16 OFF. 1.58' LT ELEV. 968.31

66 OFF. 21.52' LT

STA. 511+00.00

STA. 512+04.50

STA. 511+00.00 OFF. 40.56' LT ELEV. 967.05

STA. 511+89.02 OFF. 0.90' LT ELEV. 967.76

41 OFF. 20.21' LT

STA. 512+00.00 OFF. 1.00' LT 23 ELEV. 967.82

STA. 511+07.74 OFF. 69.11' LT

44 OFF. 19.94' LT

STA. 512+25.00 OFF. 1.00' LT 24 ELEV. 967.96

STA. 511+08.32 OFF. 69.30' LT

45 OFF. 6.08' LT

STA. 512+50.00 OFF. 1.00' LT 25 ELEV. 968.10

STA. 511+00.79 OFF. 48.72' LT

46 OFF. 5.98' LT

26

ELEV. 968.25 STA. 513+01.30 OFF. 1.00' LT ELEV. 968.45 STA. 513+25.00 OFF. 1.00' LT 34 ELEV. 968.65

STA. 511+55.76 OFF. 51.00' LT

STA. 512+40.82

STA. 513+71.64

77 OFF. 21.15' LT

ELEV. 968.47

ELEV. 969.54

STA. 512+42.27

STA. 513+73.14

78 OFF. 21.04' LT

ELEV. 968.48

ELEV. 969.55

STA. 512+50.00

STA. 513+85.94

79 OFF. 6.37' LT

ELEV. 968.09

ELEV. 969.96

80

STA. 512+50.00

68 OFF. 7.51' LT

STA. 512+17.81 ELEV. 967.92

STA. 512+13.83

57 OFF. 5.88' LT

70

ELEV. 968.57 STA. 512+04.53

58 OFF. 19.73' LT

ELEV. 967.82

ELEV. 967.38

ELEV. 967.19

83

STA. 511+62.60

84 OFF. 39.93' LT ELEV. 967.54

STA. 511+97.23

STA. 511+97.19

85 OFF. 19.69' LT

ELEV. 968.23

ELEV. 968.19

STA. 512+12.86

20'

40'

ELEV. 968.47 STA. 513+00.00

74 OFF. 23.65' LT

STA. 512+39.75

87 OFF. 1.00' LT

ELEV. 967.33

ELEV. 968.29

ELEV. 968.57

ELEV. 968.04

STA. 511+75.91 OFF. 19.66' LT ELEV. 968.01

STA. 512+27.19 OFF. 6.27' LT ELEV. 968.65

STA. 511+96.19 OFF. 19.70' LT ELEV. 968.18

STA. 512+44.08 OFF. 1.00' LT ELEV. 968.06

62

10'

STA. 511+97.17

STA. 512+13.86

61 OFF. 19.88' LT

0'

86 OFF. 5.69' LT

ELEV. 968.29

STA. 511+68.69

STA. 511+51.09 OFF. 48.04' LT

72 OFF. 39.84' LT

60 OFF. 19.86' LT

ELEV. 967.27

STA. 511+05.78 OFF. 57.37' LT

STA. 511+25.20

ELEV. 968.22

ELEV. 968.24

STA. 511+29.18

STA. 513+87.39 OFF. 6.31' LT ELEV. 969.97

82 OFF. 40.55' LT

STA. 511+96.23

STA. 512+05.53

59 OFF. 19.74' LT

STA. 512+31.63 OFF. 1.00' LT ELEV. 967.99

71 OFF. 39.84' LT

ELEV. 968.23

STA. 511+19.79

81

ELEV. 967.96

ELEV. 968.52

STA. 511+12.76

STA. 513+50.00 OFF. 22.54' LT 49 ELEV. 969.34

ELEV. 968.42

69 OFF. 1.00' LT

ELEV. 967.78

48 OFF. 19.65' LT

ELEV. 968.30

STA. 512+05.50

STA. 511+22.60

47 OFF. 19.86' LT

ELEV. 968.66

56 OFF. 5.74' LT

ELEV. 966.79

STA. 512+96.96

89 OFF. 1.00' LT

ELEV. 968.56

STA. 511+28.90

43 OFF. 34.07' LT

STA. 513+00.00

76 OFF. 9.65' LT

STA. 512+12.83

55 OFF. 5.86' LT

ELEV. 966.69

STA. 511+04.29 OFF. 63.74' LT

STA. 512+28.61

63 OFF. 6.32' LT

ELEV. 968.51

STA. 511+22.48

22

STA. 511+77.91 OFF. 5.66' LT ELEV. 967.66

54 OFF. 5.73' LT

ELEV. 967.68

42 OFF. 46.07' LT

STA. 512+75.00

13

STA. 513+50.00 OFF. 8.52' LT 50 ELEV. 969.63

STA. 511+75.85 OFF. 8.26' LT ELEV. 967.61

11 OFF. 1.00' LT

12

STA. 513+50.00 OFF. 1.00' LT 35 ELEV. 968.90

75

88

GRADING PLAN TOWN BRANCH COMMONS STA. 511+00 TO STA. 514+00


51 4+00

COUNTY OF

45

N D

4

46

ST

19

43

6+00 51

51 4+00

CO SE

85 0. +8

E.

42

124

51 7+00

NG TI -IN IS IE T EX T CH A AT ND M OU GR

20

SHEET NO.

FAYETTE

5+00 51

74 2. +2

5

PAVING EXTENDS TO THE NORTH EDGE OF PAVEMENT OF E. SECOND STREET.

ITEM NO.

23

6

25 67

21

32

22

68

PLANTING AREA

33 PLANTING AREA

85

60 49

PLANTING AREA

103

61

65

63

50

82

36

24

72

69

74 76

78

35

31

83

27

40

105

3 52 29

7

8

41

57 53

54

55

75 77

79

34

30

80

104

62

89

66

59

56

37 73

70

71

MATCHLINE

38

PLANTING AREA

81

26

90

64 FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-24.DGN

39

2

1

9

11

10

106

107

12

108

109

14

13

110

111

15

16

17

18

PLANTING AREA

STA. 51 7+00

58

51

TBC

86

28

TBC

48

MATCHLINE

STA. 51 4+00

47

LEGEND

H4

MI DL AND AVE

S CATE NDI A I D ARE ADE T SH GH I L ACE E PL L TAK L S WI E TI VI NG ACTI PAVI

H5

PAVING EXTENDS TO THE SOUTH EDGE OF PAVEMENT OF MIDLAND AVENUE.

SEE HARDSCAPE AND MATERIAL SHEETS FOR WALL AND TRANSITION DETAILS

FLUSH CURB PAVER

PRECAST CONCRETE WALL

H6

SIGNATURE WALL

H7

VEHICULAR WALL

H8

TYPICAL WALL

1

2

3

4

E-SHEET NAME: R00505PL

5

6

Mi croStati on v8.1 1 .9.71 4

USER: hol tonr

DATE PLOTTED: Novem ber 28, 201 8

NOTES

10

7

8

9

STA. 514+25.00 OFF. 1.00' LT 14 ELEV. 969.70

STA. 516+25.00 OFF. 1.00' LT 27 ELEV. 971.79

STA. 515+50.00 OFF. 20.00' LT 40 ELEV. 971.25

STA. 516+78.07 OFF. 20.00' LT 53 ELEV. 972.63

STA. 514+00.71 OFF. 5.88' LT 66 ELEV. 970.10

STA. 515+07.17 OFF. 6.36' LT ELEV. 971.01

STA. 514+26.29 OFF. 0.77' LT ELEV. 969.71

STA. 516+50.00 OFF. 1.00' LT 28 ELEV. 972.06

STA. 514+17.40 OFF. 19.69' LT ELEV. 969.99

STA. 515+24.31

STA. 514+10.05

STA. 515+26.04

41 OFF. 6.00' LT

STA. 514+50.00 OFF. 16.96' LT 16 ELEV. 969.82

STA. 516+60.00 OFF. 1.00' LT 29 ELEV. 972.17

STA. 514+17.38 OFF. 5.69' LT ELEV. 970.27

42 OFF. 39.41' LT

STA. 514+47.99 OFF. 40.14' LT ELEV. 969.47

STA. 516+75.00

17 OFF. 1.00' LT

STA. 516+00.00 OFF. 6.00' LT 43 ELEV. 971.99

STA. 514+27.47 OFF. 72.97' LT ELEV. 968.90

18

STA. 514+76.95 OFF. 44.45' LT ELEV. 969.33

19

15

30

ELEV. 972.34

STA. 514+93.64 OFF. 14.22' LT 20 ELEV. 970.20

ELEV. 971.19

STA. 517+00.00 STA. 516+00.00 OFF. 1.00' LT 31 OFF. 20.00' LT ELEV. 972.63 ELEV. 971.78

STA. 514+18.37

STA. 515+55.36 STA. 515+72.87 OFF. 6.00' LT 107 OFF. 1.00' LT ELEV. 971.52 ELEV. 971.24 STA. 515+56.86

81 OFF. 6.00' LT ELEV. 971.54

ELEV. 971.38

STA. 515+25.10

STA. 515+71.04

STA. 515+90.61

STA. 514+35.17

70

ELEV. 970.45

ELEV. 970.99

ELEV. 971.47

ELEV. 971.42

STA. 515+24.06 OFF. 1.58' LT 83 ELEV. 971.24

STA. 515+72.54 OFF. 20.00' LT 110 ELEV. 971.49

STA. 516+30.37 OFF. 1.00' LT ELEV. 971.85

STA. 515+25.06

STA. 516+70.60

STA. 516+34.71

STA. 514+89.07 OFF. 38.67' LT 45 ELEV. 969.82

STA. 514+80.85 58 OFF. 47.26' LT

STA. 514+44.63 OFF. 20.62' LT ELEV. 970.22

71 OFF. 1.58' LT

STA. 514+22.74 33 OFF. 70.01' LT

STA. 515+26.95 OFF. 35.03' LT 46 ELEV. 970.69

STA. 514+82.05 OFF. 45.68' LT 59 ELEV. 969.93

STA. 514+42.18 OFF. 6.53' LT ELEV. 969.86

72 OFF. 20.00' LT 86 OFF. 27.50' LT

STA. 514+41.87

STA. 516+50.00

STA. 514+00.74

STA. 514+51.23

21 OFF. 39.37' LT

STA. 515+16.04 OFF. 1.00' LT ELEV. 970.64

22 OFF. 39.36' LT

34 OFF. 6.00' LT

ELEV. 969.20 STA. 514+47.78

47 OFF. 19.76' LT

ELEV. 972.53

ELEV. 969.82

STA. 516+50.00

STA. 514+09.07

35 OFF. 20.00' LT 48 OFF. 19.66' LT

ELEV. 969.99

ELEV. 972.32

STA. 515+25.00 OFF. 1.00' LT 23 ELEV. 970.74

STA. 514+80.55 OFF. 39.15' LT 36 ELEV. 969.67

STA. 515+26.10 OFF. 20.00' LT ELEV. 971.00

STA. 515+50.00

STA. 514+18.41

STA. 515+25.31

STA. 514+10.07 OFF. 19.65' LT ELEV. 969.91

ELEV. 970.00

ELEV. 971.20

STA. 515+75.00 OFF. 1.00' LT 25 ELEV. 971.26

STA. 515+00.00 OFF. 38.05' LT 38 ELEV. 970.18

STA. 517+00.00 STA. 514+01.71 OFF. 6.00' LT 51 OFF. 5.86' LT ELEV. 973.10 ELEV. 970.11

STA. 516+00.00 OFF. 1.00' LT 26 ELEV. 971.52

STA. 515+50.00 OFF. 6.00' LT 39 ELEV. 971.46

STA. 517+00.00 OFF. 20.00' LT 52 ELEV. 972.89

ELEV. 972.32

STA. 515+33.45

STA. 516+72.01

STA. 515+32.66

73 OFF. 6.00' LT

STA. 516+92.01 ELEV. 973.00

STA. 516+63.68

STA. 515+34.45

STA. 516+93.42 OFF. 6.00' LT ELEV. 973.02

STA. 516+63.68

STA. 515+33.66

75 OFF. 6.00' LT

ELEV. 972.68 STA. 514+90.05

63 OFF. 20.72' LT

ELEV. 971.29

ELEV. 971.52

STA. 515+41.80

STA. 516+55.60

ELEV. 971.17

STA. 515+00.19

STA. 514+09.05 OFF. 5.74' LT 65 ELEV. 970.18

STA. 515+76.92

91 OFF. 21.50' LT 0'

10'

20'

40'

76 OFF. 20.00' LT 103 OFF. 20.00' LT

ELEV. 970.01

64 OFF. 6.50' LT

ELEV. 971.89

89 OFF. 6.00' LT

ELEV. 971.28

ELEV. 971.09

111 OFF. 1.00' LT

ELEV. 972.33

ELEV. 969.77

62 OFF. 6.00' LT

ELEV. 969.83

50

ELEV. 971.25

ELEV. 971.08

ELEV. 972.47

STA. 514+01.74

49 OFF. 19.74' LT

85 OFF. 27.50' LT

61 OFF. 20.00' LT 74 OFF. 20.00' LT 90

ELEV. 969.90

ELEV. 971.00

37 OFF. 6.00' LT

60 OFF. 20.85' LT

STA. 515+86.28

108 OFF. 1.00' LT

ELEV. 970.31

STA. 514+25.00 OFF. 39.40' LT 32 ELEV. 969.33

STA. 514+18.38 OFF. 5.69' LT ELEV. 970.28

ELEV. 971.09

69 OFF. 20.00' LT 82 OFF. 20.00' LT 109 OFF. 1.00' LT

ELEV. 970.13

57 OFF. 6.28' LT

24 OFF. 19.71' LT

13

ELEV. 970.12

56 OFF. 1.58' LT

80

STA. 515+25.96

68 OFF. 35.09' LT

STA. 515+59.04

106 OFF. 1.00' LT

ELEV. 971.38

ELEV. 970.11

STA. 514+17.37

55 OFF. 1.58' LT

ELEV. 969.82 STA. 514+18.44 OFF. 39.42' LT ELEV. 969.37

67 OFF. 36.59' LT

ELEV. 970.19

STA. 514+17.44

11 OFF. 1.00' LT

12

54 OFF. 5.73' LT

STA. 515+42.01

79 OFF. 6.00' LT

STA. 515+41.00

77 OFF. 6.00' LT

ELEV. 972.38 STA. 516+55.60

104 OFF. 6.00' LT

ELEV. 970.41

ELEV. 971.37

ELEV. 972.59

STA. 514+96.73 OFF. 20.58' LT 78 ELEV. 970.43

STA. 515+42.80 STA. 516+79.48 OFF. 20.00' LT 105 OFF. 20.00' LT ELEV. 971.18 ELEV. 972.65

GRADING PLAN TOWN BRANCH COMMONS STA. 514+00 TO STA. 517+00


NE I OUTS NORTH OF L L CAL A 5 2 1 T E E H S N O D N U O F E R A

116

111 110

139 138

RE AVE SHROPSHI

7+00 51

6

5

83

46

168 169

137 136

177

135 155

147 134

143

151

144

152

163

156

148

520+00

SANC O

S ST LEW I

33

SHEET NO.

FAYETTE

78 31

ITEM NO.

520+00

51 9+00

+1 1 .47

8+00 51

+40.79

7+00 51

5 1

1 1

MATCH EXISTING GROUND AT TIE-IN

COUNTY OF

17

159

160

140

170

167

4

157

145

178 141

149

161

153

175

176

133

47

26

179

21

20

61

62 63

64 65

66

132 142

165

164

125 126

166 37 40

129

131

146

41

16 172

43 48

44 49

59

57

173

18

19

22 23

24

25

171

79

27

32

7+00 MATCHLINE TBC STA. 51

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-25.DGN

45 50

51

71

72 73

118 119

120 121

92 93

94 95

106

122

108

74 75 76

67

81

82

90 89

68

54

28

60

56

91

52

105 102

84

PL ANTI NG ARE A

9

10

2

11

107

101 103

8 1

96

77

58 69

PLANTING AREA

117

3 70

39 42

174

80

30

7

36

162

158

29

53 38

154

PLANTING AREA

55

35

150

MATCHLINE TBC STA. 520+00

34

124

123

127 128

130

180

12

181

13

104

14

15

LEGEND

H4

AND AVE DL MI

S CATE NDI A I D ARE ADE T SH GH I L ACE E PL L TAK L S WI E TI VI NG ACTI PAVI

H5

SEE HARDSCAPE AND MATERIAL SHEETS FOR WALL AND TRANSITION DETAILS

PAVING EXTENDS TO THE SOUTH EDGE OF PAVEMENT OF MIDLAND AVENUE.

FLUSH CURB PAVER

PRECAST CONCRETE WALL

H6

SIGNATURE WALL

H7

VEHICULAR WALL

H8

TYPICAL WALL

1

2

3

4

E-SHEET NAME: R00505PL

5

6

Mi croStati on v8.1 1 .9.71 4

USER: hol tonr

DATE PLOTTED: Novem ber 28, 201 8

NOTES

10

7

8

9

Sta 517+25.12 Off 0.42' LT Elev 972.94

14

Sta 517+32.42 Off 0.13' RT Elev 973.04

15

Sta 517+47.94 Off 15.24' LT Elev 973.05

16

Sta 517+50.00 Off 38.94' LT Elev 972.65

17 Off 63.63' LT

Sta 517+52.26 Off 61.60' LT

18 Off 24.51' LT

Sta 518+00.22 Off 66.41' LT

19 Off 24.91' LT

Sta 518+04.35 Off 15.34' LT Elev 973.60

Sta 518+68.38

Sta 519+50.00 Off 1.54' LT Elev 975.85

28 OFF. 6.00' LT

Sta 519+70.20 Off 27.84' LT Elev 975.80

29 Off 23.56' LT

STA. 517+24.42

31

Elev 974.45 Sta 518+38.13

Sta 518+25.00 Off 29.02' LT Elev 973.86

43 Off 27.49' LT

Sta 517+40.79 Off 62.60' LT

44 Off 20.00' LT

Sta 517+48.55

Sta 517+46.01 Off 62.14' LT

21 Off 28.93' LT

Sta 518+25.00 Off 1.00' LT Elev 974.20

Sta 518+39.12

Sta 517+06.78

22 Off 24.97' LT

35 Off 20.00' LT

Sta 518+50.00 Off 1.00' LT Elev 974.53

23 Off 25.38' LT Elev 974.64

Sta 519+00.00 Off 1.00' LT Elev 975.18 Sta 519+25.00 Off 1.00' LT Elev 975.50

Elev 974.65

26

Sta 517+23.45

49 Off 20.00' LT

50

Sta 517+07.78

38 Off 20.00' LT

Sta 517+23.42 Off 6.00' LT Elev 973.38

Elev 973.89

Elev 974.02

Sta 517+23.41

51 Off 1.58' LT

Sta 519+63.65

106 Off 25.80' LT Elev 976.20 Sta 519+65.59

107 Off 11.90' LT Elev 975.99 Sta 519+70.23

108 Off 26.18' LT Elev 975.84

Sta 519+30.54

92 Off 9.93' LT

Elev 975.84 Sta 519+38.08

120 Off 24.37' LT Elev 975.85 Sta 519+45.40

121 Off 24.78' LT Elev 975.94 Sta 519+46.40

122 Off 24.83' LT Elev 975.95 Sta 517+37.87

123 Off 28.96' LT Elev 973.17 Sta 517+42.94

124 Off 28.95' LT Elev 973.25 Sta 518+30.62

125 Off 27.84' LT Elev 974.06 Sta 518+37.94

126 Off 28.25' LT Elev 974.18 Sta 518+38.94

127 Off 28.30' LT

Elev 975.30 Sta 519+67.25

111 Off 75.98' LT

Elev 976.05

Elev 975.12

Sta 519+38.86

94 Off 10.39' LT

Sta 519+37.08

119 Off 24.31' LT

Sta 519+61.25

Sta 519+37.86

93 Off 10.34' LT

Elev 975.75

110 Off 75.84' LT

Elev 975.96

Sta 518+31.67

77 Off 9.03' LT

Elev 976.30

Elev 975.91

Elev 974.98

Sta 518+38.85

64 Off 29.80' LT

Sta 519+58.86

105 Off 11.52' LT

Sta 519+29.54

Sta 518+56.07

76 Off 11.32' LT

Sta 519+23.21 Off 9.52' LT Elev 975.87

91 Off 9.87' LT

Elev 974.95

Sta 518+37.86

63 Off 29.75' LT

90

Sta 518+54.77

75 Off 11.36' LT

Elev 976.31

Elev 975.84

Elev 974.87

Sta 518+30.53

62 Off 29.34' LT

Elev 973.17

Elev 972.71

Sta 518+67.07

25 Off 25.12' LT

Elev 973.86

Sta 519+47.69

104 Off 1.77' LT

Sta 519+21.67

89 Off 9.55' LT

Sta 518+48.23

74 Off 11.45' LT

Elev 976.30

Elev 974.80

Elev 974.86

Sta 518+29.54

61 Off 29.28' LT

Elev 973.17

Sta 517+07.80

37 Off 27.49' LT

Elev 974.43

Sta 517+23.46

48 Off 27.49' LT

Elev 973.18

Sta 518+47.45

Elev 974.85

Elev 972.96

Sta 519+46.69

103 Off 1.67' LT

Sta 518+32.09

84 Off 1.58' LT

Sta 518+47.23

73 Off 11.40' LT

Elev 976.18

Elev 975.85

Elev 974.77

Sta 518+12.83

60 Off 9.41' LT

Sta 519+47.26

102 Off 9.36' LT

Sta 519+68.77

83 Off 75.87' LT

Sta 518+39.91

Elev 974.14

Elev 976.17

Elev 975.36

Elev 974.75

72 Off 10.99' LT

Sta 519+46.26

101 Off 9.30' LT

Sta 518+85.56

82 Off 10.91' LT

Sta 518+38.91

Sta 518+10.31

59 Off 23.33' LT

Sta 518+31.59 Off 10.53' LT Elev 974.66

71 Off 10.94' LT

Elev 973.79

Sta 517+24.47

Sta 517+06.75

36 Off 6.00' LT

Sta 518+06.37 Off 66.90' LT

47 Off 28.98' LT

Elev 972.97

Sta 518+46.45

Sta 518+06.19

58 Off 9.16' LT

Elev 973.29

Elev 972.69

Elev 974.56

Elev 973.34

Sta 517+16.09

46

70

Elev 976.16

Elev 975.21

Elev 974.79

Sta 518+03.73

57 Off 23.07' LT

Elev 973.08

Sta 517+06.80

34 Off 27.49' LT

Elev 973.34

24 Off 25.42' LT

Sta 517+16.11

ELEV. 973.18

33

Elev 973.10

Sta 519+29.76

118 Off 23.90' LT

Sta 518+75.00

Sta 518+31.08

69 Off 1.58' LT

Sta 518+86.33 Off 24.39' LT Elev 975.16

81 Off 11.36' LT

Elev 974.67

Sta 517+44.53

56 Off 6.78' LT

Elev 973.03

45 Off 6.00' LT

Sta 518+30.67

68 Off 8.97' LT

Elev 972.97

Sta 517+16.12

80

Elev 974.65

Sta 517+48.44

Sta 519+47.18

96 Off 10.86' LT

Elev 975.00

Sta 518+30.59

67 Off 10.47' LT

Elev 973.54

55 Off 20.94' LT

Sta 518+75.00

79 Off 24.87' LT

Elev 974.11

Sta 517+37.74

54 Off 6.51' LT

Elev 973.28

STA. 517+24.45

Elev 974.54

Elev 973.40

Sta 517+15.09

42 Off 6.00' LT

Sta 519+05.97 Off 23.59' LT Elev 975.43

32 OFF. 19.99' LT

Sta 518+47.17

66 Off 30.27' LT

Elev 973.07

Elev 975.45

Sta 518+30.80

Sta 517+41.85

53 Off 20.68' LT

Sta 517+15.11

Sta 519+07.50

30

Sta 517+15.12 Off 27.49' LT Elev 972.99

41 Off 20.00' LT

ELEV. 973.39

Elev 974.79

20

40

Elev 974.92

Sta 519+68.44

Sta 518+75.00

13

27 Off 25.08' LT

Sta 518+19.79 Off 0.67' LT Elev 974.14

11 Off 1.00' LT

12

Sta 519+44.65 Off 1.00' LT Elev 975.76

Sta 519+59.15

116 Off 75.57' LT

Elev 974.19 Sta 518+46.26

128 Off 28.71' LT Elev 974.26 Sta 518+47.26

129 Off 28.77' LT

Elev 974.90

Elev 972.98

Elev 973.42

Elev 974.02

Elev 974.69

Elev 976.06

Elev 3.41

Sta 518+03.85 Off 28.95' LT Elev 973.06

Sta 517+07.75 Off 6.00' LT Elev 973.19

Sta 517+24.41 Off 1.58' LT Elev 973.43

Sta 518+46.18 Off 30.21' LT Elev 974.09

Sta 518+11.47 Off 67.31' LT

Sta 519+46.18 Off 10.80' LT Elev 976.15

Sta 519+28.76 Sta 518+71.55 Off 23.85' LT 130 Off 30.13' LT Elev 975.74 Elev 974.58

39

52

65

78

95

117

Elev 974.28

Sta 518+72.95

Sta 519+28.39

131 Off 30.20' LT 144 Off 48.37' LT Elev 974.61

Elev 975.62

Sta 518+92.18

Sta 519+28.83

132 Off 35.92' LT

145 Off 40.38' LT

Elev 974.75 Sta 518+93.08

133 Off 36.46' LT Elev 974.77 Sta 519+26.81

134 Off 58.62' LT Elev 975.48

Elev 975.57 Sta 519+29.29

146 Off 32.40' LT Elev 975.64 Sta 519+35.26

147 Off 56.77' LT Elev 975.74

Sta 519+27.78

Sta 519+35.71

135 Off 59.26' LT

148 Off 48.78' LT

Elev 975.50 Sta 519+34.86

136 Off 63.89' LT Elev 975.72 Sta 519+35.83

137 Off 64.52' LT Elev 975.75 Sta 519+42.92

138 Off 69.16' LT Elev 975.88

Elev 975.73 Sta 519+36.16

149 Off 40.79' LT Elev 975.73 Sta 519+36.60

150 Off 32.81' LT Elev 975.78 Sta 519+36.26

151 Off 56.82' LT Elev 975.76

Sta 519+43.88

Sta 519+36.71

139 Off 69.80' LT

152 Off 48.84' LT

Elev 975.88 Sta 519+27.39

140 Off 48.32' LT Elev 975.50 Sta 519+27.84

141 Off 40.33' LT Elev 975.55 Sta 519+28.28

142 Off 32.34' LT Elev 975.63

Elev 975.76 Sta 519+37.15

153 Off 40.85' LT Elev 975.77 Sta 519+37.60

154 Off 32.86' LT Elev 975.80 Sta 519+43.58

155 Off 57.23' LT Elev 975.80

Sta 519+44.48

157 Off 41.26' LT Elev 975.89 Sta 519+44.92

158 Off 33.27' LT Elev 975.92 Sta 519+44.58

159 Off 57.29' LT Elev 975.80 Sta 519+45.03

160 Off 49.30' LT Elev 975.85 Sta 519+45.47

161 Off 41.31' LT Elev 975.89 Sta 519+45.92

162 Off 33.33' LT

Sta 517+43.80

170 Off 38.48' LT Elev 973.24 STA. 518+10.82

171 OFF. 24.13' LT ELEV. 973.97 STA. 518+15.83

172 OFF. 24.13' LT ELEV. 974.08 STA. 518+29.81

173 OFF. 24.45' LT ELEV. 974.44 STA. 519+57.21

174 OFF. 25.45' LT ELEV. 976.26 STA. 519+62.90

175 OFF. 42.41' LT

Elev 975.93

ELEV. 975.86

Sta 519+26.94

STA. 519+68.94

163 Off 56.30' LT 176 OFF. 41.57' LT Elev 975.48

ELEV. 975.96

Sta 518+10.35

STA. 519+61.87

164 Off 28.94' LT 177 OFF. 63.31' LT Elev 973.79

ELEV. 975.43

Sta 518+15.35

STA. 518+02.20

165 Off 28.95' LT 178 OFF. 42.30' LT Elev 973.91 Sta 517+24.46

166 Off 27.49' LT

ELEV. 972.73 STA. 518+03.30

179 OFF. 28.52' LT

Elev 973.07

ELEV. 973.15

Sta 517+38.73

STA. 518+97.18

0'

10'

20'

40'

167 Off 38.92' LT 180 OFF. 1.00' LT Elev 973.29

ELEV. 975.14

Sta 517+39.92

STA. 519+11.01

168 Off 52.63' LT 181 OFF. 1.00' LT Elev 973.04

Sta 517+45.07 Sta 519+27.94 Sta 519+44.03 143 Off 56.36' LT 156 Off 49.25' LT 169 Off 52.19' LT Elev 975.51 Elev 975.85 Elev 972.98

ELEV. 975.32

GRADING PLAN TOWN BRANCH COMMONS STA. 517+00 TO STA. 520+00

125


7 .9 31 +

COUNTY OF

7

SHEET NO.

125A

FAYETTE

4 N -I IE T

ITEM NO.

6

T A G IN T S I EX H C T A M

PLANTING AREA

5

5 2 0+00

7 .7 92 +

1 12

SANC O

5 2 0+00 2

8

13

PLANTING 9

AREA

LEWIS ST 14

NE ST VI

3

15

10

PLANTING AREA

SEE HARDSCAPE AND MATERIAL SHEETS FOR WALL AND TRANSITION DETAILS

CALLOUTS SOUTH OF LINE ARE FOUND ON SHEETS 1 25 AND 1 26

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-25A.DGN

11

LEGEND

LIGHT SHADED AREA INDICATES PAVING ACTIVITIES WILL TAKE PLACE

H4

H5

FLUSH CURB PAVER

PRECAST CONCRETE WALL

H6

SIGNATURE WALL

H7

VEHICULAR WALL

H8

TYPICAL WALL

STA. 520+01.89 14 OFF. 127.75' LT

STA. 519+71.51 OFF. 108.90' LT ELEV. 974.19

2

STA. 519+88.86 OFF. 106.12' LT ELEV. 974.38

STA. 519+66.80 OFF. 85.15' LT ELEV. 975.02

3

STA. 519+73.26 OFF. 87.47' LT ELEV. 974.62

4

STA. 520+27.34 OFF. 100.05' LT

5

STA. 520+05.75 OFF. 81.16' LT ELEV. 974.86

E-SHEET NAME: R00505PL

6

STA. 520+29.27 OFF. 97.03' LT

7

STA. 520+31.97 OFF. 92.82' LT

8

STA. 519+92.77 OFF. 139.59' LT

9

STA. 519+83.23 OFF. 132.47' LT ELEV. 973.64

10

STA. 519+66.08 OFF. 111.46' LT ELEV. 974.07

USER: hol tonr

DATE PLOTTED: Novem ber 28, 201 8

1

Mi croStati on v8.1 1 .9.71 4

NOTES

15

0'

10'

20'

STA. 519+60.81

11 OFF. 84.85' LT ELEV. 974.91

12

STA. 519+95.11 OFF. 136.46' LT

13

STA. 519+86.82 OFF. 127.66' LT ELEV. 973.76

GRADING PLAN TOWN BRANCH COMMONS LEWIS STREET

40'


74 75

ITEM NO.

SHEET NO.

126

FAYETTE

523+00

CAL L OUTS NORTH OF L I NE ARE F OUND ON SH E E T 1 2 5 A

522+00

521 +00

520+00

52 520+ 00 0+00

SAN CO

COUNTY OF

PLANTING AREA

73

16

17

523+00

72

39

40

67

68

69

70

PLANTING AREA

35

PLANTING AREA

44

45

48

49

52

29

53

36

23

M ATCHLINE

19

64

31

65

22

2

24

30

66 32

20

21

38 46

47

50

51

54

A E R A

55

37 FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-26.DGN

71

15

A E R A

G IN T N A L P

G IN T N A L P

41

3

4

43

5 6

76

77

7 8

78

79

MATCHLINE TBC STA. 523+00

TBC STA. 5 20+00

1

9 80

10

11

81

12

82

83

84

13

14

85

86

LEGEND

H4

S CATE NDI A I D ARE ADE T SH GH I L ACE E PL L TAK L S WI E TI VI NG ACTI PAVI

MI DL AND AVE H5

SEE HARDSCAPE AND MATERIAL SHEETS FOR WALL AND TRANSITION DETAILS

PAVING EXTENDS TO THE SOUTH EDGE OF PAVEMENT OF MIDLAND AVENUE.

FLUSH CURB PAVER

PRECAST CONCRETE WALL

H6

SIGNATURE WALL

H7

VEHICULAR WALL

H8

TYPICAL WALL

STA. 520+00.82 OFF. 56.77' LT 14 ELEV. 976.03

STA. 522+75.00 OFF. 1.00' LT 32 ELEV. 979.76

STA. 522+50.00 OFF. 18.61' LT 48 ELEV. 979.59

STA. 520+56.58 OFF. 29.01' LT 69 ELEV. 977.20

STA. 521+50.00 OFF. 40.08' LT 82 ELEV. 978.34

STA. 522+27.71 OFF. 1.00' LT ELEV. 979.21

2

STA. 520+02.34 OFF. 25.76' LT 15 ELEV. 976.77

STA. 520+02.28 OFF. 39.02' LT 35 ELEV. 975.76

STA. 520+02.32 OFF. 28.00' LT 49 ELEV. 976.71

STA. 520+57.58 OFF. 29.02' LT 70 ELEV. 977.21

STA. 522+00.00 OFF. 40.11' LT 83 ELEV. 978.01

STA. 522+38.21 OFF. 1.00' LT ELEV. 979.33

3

STA. 520+25.00 OFF. 1.36' LT 16 ELEV. 976.81

STA. 520+05.27 OFF. 39.19' LT 36 ELEV. 976.49

STA. 520+08.81 OFF. 28.36' LT 50 ELEV. 976.66

STA. 520+56.59 STA. 522+50.02 OFF. 15.01' LT 71 OFF. 40.13' LT 84 ELEV. 976.99 ELEV. 978.61

STA. 522+42.21 OFF. 1.00' LT ELEV. 979.38

4

STA. 520+29.40 OFF. 0.88' LT 17 ELEV. 976.86

STA. 520+10.26 OFF. 39.47' LT 37 ELEV. 976.59

STA. 520+05.79 STA. 520+57.59 OFF. 14.14' LT 51 OFF. 15.02' LT 72 ELEV. 976.56 ELEV. 977.00

STA. 520+04.40 OFF. 56.94' LT 85 ELEV. 976.01

STA. 522+88.28 OFF. 1.00' LT ELEV. 979.92

5

STA. 520+50.00 OFF. 1.00' LT 19 ELEV. 977.11

STA. 521+00.00 OFF. 29.82' LT 38 ELEV. 977.95

STA. 520+12.42 OFF. 14.54' LT 52 ELEV. 976.48

STA. 520+91.30 OFF. 29.42' LT 73 ELEV. 977.58

STA. 520+09.39 OFF. 57.18' LT 86 ELEV. 976.11

STA. 522+92.27 OFF. 1.00' LT ELEV. 979.97

E-SHEET NAME: R00505PL

6

STA. 520+75.00 OFF. 1.00' LT 20 ELEV. 977.41

STA. 521+00.00 OFF. 15.80' LT 39 ELEV. 977.71

STA. 520+39.91 OFF. 40.03' LT 53 ELEV. 976.21

STA. 520+92.77 OFF. 29.47' LT 74 ELEV. 977.65

STA. 520+08.98 OFF. 79.60' LT ELEV. 975.43

7

STA. 521+00.00 STA. 520+40.92 OFF. 1.00' LT 21 OFF. 15.01' LT 40 ELEV. 977.71 ELEV. 976.82

STA. 520+40.91 OFF. 40.03' LT 54 ELEV. 976.23

STA. 520+76.95 OFF. 15.06' LT 75 ELEV. 977.18

STA. 520+13.49 OFF. 77.44' LT ELEV. 975.54

8

STA. 521+25.00 OFF. 1.00' LT 22 ELEV. 978.00

STA. 520+40.91 STA. 520+39.93 OFF. 29.01' LT 41 OFF. 1.58' LT 55 ELEV. 977.03 ELEV. 977.49

STA. 520+78.39 OFF. 15.08' LT 67 ELEV. 977.19

STA. 520+84.62 OFF. 1.00' LT ELEV. 977.53

9

STA. 521+50.00 OFF. 1.00' LT 23 ELEV. 978.29

STA. 521+50.00 OFF. 33.92' LT 43 ELEV. 978.65

STA. 520+40.93 OFF. 1.58' LT 64 ELEV. 977.50

STA. 522+94.97 OFF. 27.21' LT 77 ELEV. 979.80

STA. 520+88.62 OFF. 1.00' LT ELEV. 977.57

10

STA. 521+75.00 OFF. 1.00' LT 24 ELEV. 978.59

STA. 521+50.00 OFF. 19.89' LT 44 ELEV. 978.45

STA. 520+48.25 OFF. 29.01' LT 65 ELEV. 977.11

STA. 522+96.54 OFF. 27.05' LT 78 ELEV. 979.81

STA. 521+39.33 OFF. 1.00' LT ELEV. 978.17

STA. 522+00.00

STA. 522+00.00

STA. 520+49.25

STA. 522+42.08

STA. 521+43.33

USER: hol tonr

DATE PLOTTED: Novem ber 28, 201 8

1

Mi croStati on v8.1 1 .9.71 4

NOTES

11 OFF. 1.00' LT

29 OFF. 35.15' LT

45 OFF. 29.01' LT

66 OFF. 19.37' LT

0'

10'

20'

40'

79 OFF. 1.00' LT

ELEV. 978.88

ELEV. 979.28

ELEV. 977.12

ELEV. 979.52

ELEV. 978.22

12

STA. 522+25.00 OFF. 1.00' LT 30 ELEV. 979.17

STA. 522+00.00 OFF. 21.15' LT 46 ELEV. 979.08

STA. 520+48.25 OFF. 15.01' LT 67 ELEV. 976.90

STA. 520+50.00 OFF. 40.05' LT 80 ELEV. 977.43

STA. 521+71.09 OFF. 1.00' LT ELEV. 978.54

13

STA. 522+50.00 STA. 522+50.00 OFF. 1.00' LT 31 OFF. 32.18' LT 47 ELEV. 979.47 ELEV. 979.78

STA. 520+49.25 OFF. 15.01' LT 68 ELEV. 976.91

STA. 520+99.99 STA. 522+18.41 OFF. 40.06' LT 81 OFF. 1.00' LT ELEV. 977.68 ELEV. 979.10

GRADING PLAN TOWN BRANCH COMMONS STA. 520+00 TO STA. 523+00


89

PLANTING AREA

107

90

108

33 16 14

42 43

55 56

44

57 58

79

59

111

112

80

PLANTING AREA

36 29

32 20

91

28 15

93

38

45

46 47

119

62

49

25

65

67 69

35

82

71

30

27

18

PLANTING AREA

60

PLANTING AREA

63

113

PLANTING AREA

123

2

124

61

3

114

117

110

64

109

4

5

6

120

31

81 48

19

1

116

95

21 37

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-27.DGN

MATCHLINE TBC STA. 523+00

115 13

526+01 .66

78

PLANTING AREA

41

127

PI STA

526+00

FAYETTE

SHEET NO.

22

23

7

8

83

84

9

10

118

121

122

PLANTING AREA

11

12

MATCHLINE TBC STA. 526+00

77

525+00

524+00 76

ITEM NO.

+81 .52

+49.52

523+00

75

MATCH EXISTING GROUND AT TIE-IN

COUNTY OF

MI DL AND AVE

LIGHT SHADED AREA INDICATES PAVING ACTIVITIES WILL TAKE PLACE LEGEND

H4

H5

SEE HARDSCAPE AND MATERIAL SHEETS FOR WALL AND TRANSITION DETAILS

FLUSH CURB PAVER

PRECAST CONCRETE

WALL

H6

SIGNATURE WALL

H7

VEHICULAR WALL

H8

TYPICAL WALL

1

STA. 523+00.00 OFF. 1.00' LT 14 ELEV. 980.06

STA. 523+49.53 OFF. 24.49' LT 27 ELEV. 980.41

STA. 523+80.54 OFF. 10.51' LT 43 ELEV. 980.61

STA. 523+41.20 OFF. 24.52' LT 60 ELEV. 980.32

STA. 523+80.54 OFF. 9.01' LT 79 ELEV. 980.76

STA. 524+21.12 STA. 525+13.39 STA. 525+96.54 OFF. 27.18' LT 107 OFF. 35.50' LT 120 OFF. 21.99' LT ELEV. 981.67 ELEV. 983.29 ELEV. 983.32

2

STA. 523+25.00 OFF. 1.00' LT 15 ELEV. 980.34

STA. 523+00.00 OFF. 13.21' LT 28 ELEV. 979.64

STA. 524+50.00 OFF. 18.80' LT 44 ELEV. 981.88

STA. 523+42.20 STA. 523+80.54 OFF. 24.51' LT 61 OFF. 1.58' LT 80 ELEV. 980.33 ELEV. 981.48

STA. 524+22.76 STA. 525+14.94 STA. 525+82.32 OFF. 27.47' LT 108 OFF. 35.37' LT 121 OFF. 9.17' LT ELEV. 981.72 ELEV. 983.25 ELEV. 982.86

STA. 523+50.00 OFF. 1.00' LT 16 ELEV. 980.63

STA. 523+00.00 OFF. 26.71' LT 29 ELEV. 979.83

STA. 524+50.00 OFF. 32.46' LT 45 ELEV. 982.08

STA. 523+32.87 OFF. 10.68' LT 62 ELEV. 980.04

STA. 523+81.54 OFF. 10.50' LT ELEV. 980.63

STA. 524+06.13

3

30

STA. 525+29.63 OFF. 19.29' LT 46 ELEV. 982.95

STA. 523+33.87 OFF. 10.65' LT 63 ELEV. 980.05

STA. 525+83.61

STA. 525+45.84

109 OFF. 3.08' LT

122 OFF. 9.05' LT

ELEV. 980.86

ELEV. 983.36

ELEV. 982.86

STA. 523+81.54 OFF. 9.00' LT 82 ELEV. 980.77

STA. 524+07.62 OFF. 11.32' LT 110 ELEV. 980.94

STA. 525+47.26 STA. 523+49.54 OFF. 3.08' LT 123 OFF. 1.58' LT ELEV. 981.88 ELEV. 981.13

4

STA. 523+75.00 OFF. 1.00' LT ELEV. 980.91

5

STA. 524+00.00 OFF. 1.00' LT 18 ELEV. 981.20

STA. 523+50.54 STA. 525+31.35 OFF. 8.98' LT 31 OFF. 18.97' LT 47 ELEV. 980.39 ELEV. 982.94

STA. 523+41.20 OFF. 10.52' LT 64 ELEV. 980.11

STA. 523+81.54 OFF. 1.58' LT 83 ELEV. 981.50

STA. 524+87.26 STA. 525+44.96 STA. 523+50.54 OFF. 1.00' LT 111 OFF. 30.37' LT 124 OFF. 1.58' LT ELEV. 982.18 ELEV. 983.22 ELEV. 981.14

E-SHEET NAME: R00505PL

81 OFF. 11.20' LT

6

STA. 524+25.00 OFF. 1.00' LT 19 ELEV. 981.48

STA. 523+50.54 OFF. 10.48' LT 32 ELEV. 980.24

STA. 525+00.00 OFF. 22.20' LT 48 ELEV. 982.78

STA. 523+42.20 OFF. 10.51' LT 65 ELEV. 980.12

STA. 523+88.87 OFF. 10.51' LT 84 ELEV. 980.71

STA. 524+91.26 OFF. 1.00' LT 112 ELEV. 982.23

7

STA. 524+50.00 OFF. 1.00' LT 20 ELEV. 981.76

STA. 523+80.53 OFF. 24.50' LT 33 ELEV. 980.79

STA. 525+00.00 OFF. 36.20' LT 49 ELEV. 982.99

STA. 523+42.20 OFF. 9.01' LT 67 ELEV. 980.23

STA. 523+89.87 OFF. 10.51' LT ELEV. 980.72

Mi croStati on v8.1 1 .9.71 4

USER: hol tonr

DATE PLOTTED: Novem ber 28, 201 8

NOTES

10

8

9

STA. 524+75.00 STA. 524+31.39 OFF. 1.00' LT 21 OFF. 15.37' LT 35 ELEV. 982.04 ELEV. 981.64

STA. 525+45.68 OFF. 15.74' LT ELEV. 983.05

STA. 525+00.00 OFF. 1.00' LT 22 ELEV. 982.33

STA. 524+37.08 OFF. 1.00' LT 36 ELEV. 981.62

STA. 525+49.27 OFF. 29.27' LT 55 ELEV. 983.26

STA. 523+81.53 OFF. 24.50' LT ELEV. 980.80

STA. 525+25.00 OFF. 1.00' LT 23 ELEV. 982.61

STA. 524+41.08 OFF. 1.00' LT 37 ELEV. 981.66

STA. 523+10.40 OFF. 11.79' LT 56 ELEV. 979.67

STA. 523+88.86 OFF. 24.51' LT 75 ELEV. 980.88

STA. 523+11.92

STA. 523+89.86

STA. 525+50.00

11 OFF. 1.00' LT

38 OFF. 11.68' LT

ELEV. 982.90

ELEV. 979.68

12

STA. 525+75.00 OFF. 1.00' LT 25 ELEV. 983.19

13

STA. 523+50.53 OFF. 24.49' LT ELEV. 980.42

STA. 525+63.60

113 OFF. 11.75' LT ELEV. 983.08

STA. 523+97.20

STA. 525+65.32

69 OFF. 10.66' LT

114 OFF. 11.44' LT

ELEV. 980.79

57 OFF. 24.51' LT

ELEV. 982.98

STA. 523+98.20

71 OFF. 10.70' LT

76

ELEV. 980.89

STA. 525+46.84 OFF. 29.90' LT ELEV. 983.24

STA. 524+57.63

89 OFF. 33.51' LT

STA. 525+73.31

115 OFF. 24.35' LT

ELEV. 980.80

ELEV. 982.17

ELEV. 983.01

STA. 523+49.52 90 OFF. 40.18' LT

STA. 524+58.63 OFF. 33.64' LT 116 ELEV. 982.19

STA. 525+74.31 OFF. 24.20' LT ELEV. 983.02

STA. 524+57.64 STA. 523+50.52 91 OFF. 19.40' LT 117 OFF. 40.18' LT ELEV. 981.91

STA. 525+73.32 OFF. 10.21' LT ELEV. 982.76

STA. 523+49.54 STA. 523+32.86 OFF. 8.99' LT 41 OFF. 24.68' LT 58 ELEV. 980.40 ELEV. 980.25

STA. 523+97.20 OFF. 24.67' LT 77 ELEV. 980.98

STA. 523+80.52 93 OFF. 40.20' LT

STA. 524+58.64 OFF. 19.53' LT 118 ELEV. 981.94

STA. 525+74.32 OFF. 10.08' LT ELEV. 982.73

STA. 523+33.86 OFF. 24.66' LT 59 ELEV. 980.26

STA. 523+98.20 OFF. 24.71' LT 78 ELEV. 980.99

STA. 523+81.52 95 OFF. 40.20' LT

STA. 524+68.94 OFF. 20.71' LT 119 ELEV. 982.06

STA. 525+95.20 OFF. 22.06' LT ELEV. 983.31

42

0'

10'

20'

40'

GRADING PLAN TOWN BRANCH COMMONS STA. 523+00 TO STA. 526+00


+ 7 6 .0 7

9

52 8+ 00

M A G R T O C U H N E D X I A T ST T IN IE G -I N

0 527+0

526+00

S T PAVING EXTENDS TO THE NORTH EDGE OF PAVEMENT OF E. THIRD STREET.

E .

+ 6 7 .5 5

52

COUNTY OF

ITEM NO.

L D I M SHEET NO.

128

FAYETTE

T H I R D

526+00

S T

49

8

53

PLANTING AREA

NG DI L BUI

CE

64

PL A

65 7

45

N I DL A

44

22

62

54

D

63

21

25

X. R/W E

27

29

35

00 . 526+ BC STA T E N I M ATCHL

20

14 57

NG TI AN A L P E AR

58 72 19

23 11

69 70 67

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-28.DGN

31

33

M

18

6

68

5

66 10

71

43

60

42 59

A ARE NG NTI PLA

4 3

2

1 LIGHT SHADED AREA INDICATES PAVING ACTIVITIES WILL TAKE PLACE

END CONSTRUCTION STA. 528+92.68

VE AND A DL MI

LEGEND

H4

H5

SEE HARDSCAPE AND MATERIAL SHEETS FOR WALL AND TRANSITION DETAILS

FLUSH CURB PAVER

PRECAST CONCRETE WALL

H6

SIGNATURE WALL

H7

VEHICULAR WALL

H8

TYPICAL WALL

3

STA. 526+25.00 OFF. 1.00' LT ELEV. 983.78

33 OFF. 21.47' LT

STA. 526+44.76

STA. 526+50.00 OFF. 1.00' LT ELEV. 984.05

35 OFF. 21.49' LT

STA. 526+75.00 OFF. 1.00' LT ELEV. 984.26

42 OFF. 3.08' LT

STA. 526+82.61 OFF. 1.00' LT ELEV. 984.32 STA. 526+92.61

ELEV. 984.15

STA. 527+05.17

62 OFF. 15.54' LT

ELEV. 984.21 STA. 526+48.90

STA. 526+99.79

ELEV. 983.04

ELEV. 984.93

STA. 527+00.00 OFF. 8.10' LT 43 ELEV. 984.94

STA. 526+52.66 OFF. 7.58' LT 64 ELEV. 984.29

STA. 527+04.05 OFF. 25.67' LT ELEV. 984.38

6

STA. 527+06.31 OFF. 1.54' LT 19 ELEV. 984.46

STA. 526+93.19 OFF. 1.58' LT 44 ELEV. 984.88

STA. 526+68.85 OFF. 21.31' LT 65 ELEV. 984.20

STA. 527+09.43 OFF. 20.26' LT ELEV. 984.42

7

STA. 527+11.57 OFF. 18.21' LT ELEV. 984.44

STA. 526+93.19 OFF. 7.58' LT 45 ELEV. 984.81

STA. 526+70.40 OFF. 21.34' LT 66 ELEV. 984.88

STA. 526+28.23 OFF. 7.23' LT ELEV. 983.53

8

STA. 527+00.00 STA. 527+05.58 OFF. 29.98' LT 21 OFF. 15.14' LT 49 ELEV. 984.38 ELEV. 984.96

STA. 526+76.01 OFF. 42.25' LT 67 ELEV. 985.07

STA. 526+29.23 OFF. 7.24' LT ELEV. 983.55

9

STA. 526+75.33 OFF. 58.63' LT 22 ELEV. 984.70

STA. 527+09.46 OFF. 19.45' LT 52 ELEV. 984.93

STA. 526+67.55 OFF. 51.48' LT 68 ELEV. 984.96

STA. 526+36.59 OFF. 7.35' LT ELEV. 983.71

10

STA. 526+00.00 OFF. 8.17' LT 23 ELEV. 983.10

STA. 526+10.28 OFF. 21.06' LT 53 ELEV. 983.48

STA. 526+84.88 OFF. 32.58' LT 69 ELEV. 985.04

STA. 526+37.60 OFF. 7.37' LT ELEV. 983.73

STA. 526+00.00

STA. 526+28.02

STA. 526+80.10

STA. 526+44.96 OFF. 7.47' LT ELEV. 983.94

ELEV. 983.37

54 OFF. 21.48' LT

ELEV. 983.74

29

70

ELEV. 985.02

STA. 526+29.02

27 OFF. 21.24' LT

STA. 526+82.61

57 OFF. 7.58' LT

Z

63 OFF. 21.05' LT

STA. 527+00.00 OFF. 1.09' LT 18 ELEV. 984.42

25 OFF. 21.23' LT

S T

ELEV. 984.96

5

11 OFF. 21.91' LT

T H I R D

ELEV. 984.39

STA. 526+45.77

20

E .

60 OFF. 0.98' LT

E-SHEET NAME: R00505PL

4

STA. 526+50.00 STA. 526+37.39 OFF. 21.05' LT 31 OFF. 21.36' LT 59 ELEV. 984.42 ELEV. 983.94

Z

2

STA. 526+00.00 OFF. 1.00' LT 14 ELEV. 983.49

Mi croStati on v8.1 1 .9.71 4

USER: hol tonr

1

Z

DATE PLOTTED: Novem ber 28, 201 8

NOTES

0'

10'

20'

40'

STA. 526+45.97

71 OFF. 7.49' LT

ELEV. 983.76

ELEV. 984.82

ELEV. 984.01

STA. 526+36.39 OFF. 21.35' LT 58 ELEV. 983.92

STA. 526+92.61 OFF. 7.58' LT 72 ELEV. 984.80

STA. 526+94.20 OFF. 7.58' LT ELEV. 984.82

GRADING PLAN TOWN BRANCH COMMONS STA. 526+00 TO STA. 528+92.68


COUNTY OF

FAYETTE

COORDINATE CONTROL

COORDINATE CONTROL - TRAVERSE POINTS STATE PLANE COORDINATES POINT

STATION and OFFSET NORTH (Y)

EAST (X)

POINT

ELEV. (Z)

1

MAG NAIL SET

3908492.363 5279817.832

964.130

52

2

MAG NAIL SET

3908932.935 5280190.796

952.770

53

3

MAG NAIL SET

3908807.684 5280441.913

946.870

POT BEGIN CONSTRUCTION PI DEFLECTION EQUATION; MAIN TO VINE MAIN ST PI STA 306+70.51 = VINE ST PC STA 100+00

4

MAG NAIL SET

3908441.751

5280780.239

937.715

5

MONUMENT FOUND

3908257.376 5280884.930

939.125

55

6

MAG NAIL SET

3907755.674 5280864.667

942.290

56

PT STATION

7

MAG NAIL SET

3907399.637 5281271.761

942.880

57

8

MAG NAIL SET

3906983.715

945.900

9

MAG NAIL SET

3906744.061 5281790.114

10

MAG NAIL SET

11

EAST (X)

299+90.49 , 0.00'

100

PT STATION

3905266.58 5284461.31

306+04.51, 0.00'

101

PC STATION

3905275.66 5284492.55

102

PI STA 509+74.66

3905331.75

5284685.59

509+74.46, 5.54' LT

103

PT STATION

3905366.25

5284883.63

511+75.28 , 0.00'

5280801.92

3908311.51

5280844.78 306+70.51 AHD = 100+00.00 BK

507+41.11 , 0.00' 507+73.64 , 0.00'

104

PI DEFLECTION

3905415.68

5285167.41

514+63.33, 0.00'

3908127.27 5280900.87

101+97.45 , 0.00'

105

PI DEFLECTION

3905460.16

5285358.61

516+59.64 , 0.00'

PC STATION

3907948.18

5280884.69

103+77.26 , 0.00'

106

PI DEFLECTION

3905488.48

5285521.17

518+24.64 , 0.00'

58

PI STA 104+81.42

3907844.45

5280875.31

104+76.83 , 19.06' RT

107

PI DEFLECTION

3905511.28

5285716.15

520+20.95 , 0.00'

947.040

59

PT STATION

3907760.53

5280937.01

105+76.39 , 0.00'

108

PI DEFLECTION

3905610.94

5286288.24

526+01.66 , 0.00'

3906549.043 5281819.780

948.120

60

106+99.23 , 0.00'

109

PC STATION

3905635.29

5286381.92

526+98.45 , 0.00'

MAG NAIL SET

3906297.843 5282137.754

950.355

61

PC STATION

110+55.61 , 0.00'

110

PI STA 527+98.96

3905655.50

5286480.38

527+93.43 , 20.59' LT

12

MAG NAIL SET

3905958.429 5282438.082

952.180

62

PI STA 111+05.33

111+05.31 , 0.97' LT

111

PT STATION

3905598.26

5286563.00

528+88.41 , 0.00'

13

MAG NAIL SET

3905446.468 5282905.061

959.935

63

PT STATION

3907320.07

111+55.01 , 0.00'

112

14

MAG NAIL SET

3905156.603 5283261.593

958.865

64

PC STATION

3907088.47 5281489.20

15

MAG NAIL SET

3904997.768 5283702.933

963.065

65

PI STA 115+00.78

3907045.75

5281521.98

16

MAG NAIL SET

3905183.670

5283956.548

962.920

66

PT STATION

3907006.08

5281558.40

115+54.56 , 0.00'

17

MAG NAIL SET

3905306.791 5284834.701

967.420

67

3906938.01

5281620.89

116+46.96 , 0.00'

18

MAG NAIL SET

3905482.627 5285392.246

973.065

68

PC STATION

3906867.39 5281691.83

117+47.06 , 0.00'

19

MAG NAIL SET

3905599.217

981.750

69

PI STA 118+44.42

3906795.67 5281757.67

118+43.36 , 8.79' LT

20

MAG NAIL SET

3905649.876 5286496.717

985.690

70

PT STATION

3906705.35 5281793.99

119+39.65 ' 0.00'

21

MAG NAIL SET

3905447.053 5286809.524

985.010

71

PC STATION

3906637.13 5281823.05

120+13.81 , 0.00'

38

MAG NAIL SET

3905765.603 5282620.170

955.067

72

PI STA 120+78.67

39

MAG NAIL SET

3905561.474

5282720.089

957.724

73

40

MAG NAIL SET

3905938.649 5282753.925

954.499

41

MAG NAIL SET

3905602.643 5283013.339

42

MAG NAIL SET

3905461.856

43

MAG NAIL SET

44

5286117.510

PI DEFLECTION

PI DEFLECTION

5280910.23

STATION and OFFSET NORTH (Y)

3908361.71

3908230.78

DESCRIPTION

100+98.73 = 20.29' LT

5281532.229

PI STATION 101+03.93

POINT

EAST (X)

3908815.60 5280388.40

3907661.57 5281009.77 3907396.51

5281247.99

3907359.52 5281281.23 5281311.50

120+77.77 , 6.63' RT

PT STATION

3906531.29

5281893.31

121+41.73 , 0.00'

74

PC STATION

3906503.65

5281921.18

121+80.98 , 0.00'

954.291

75

PI STA 122+16.26

3906478.81

5281946.24

122+16.26 , 0.50' LT

956.440

76

PT STATION

3906452.60 5281969.86

122+51.53 ' 0.00'

3905690.273 5283179.811

956.242

77

PC STATION

3906062.47 5282321.32

127+76.63 , 0.00'

REBAR W/ CAP

3905402.903 5286214.015

981.128

78

PI STA 127+98.83

3906045.98 5282336.18

127+98.82 , 0.19' LT

45

REBAR W/ CAP

3905351.199

983.083

79

PT STATION

3906028.98

46

REBAR W/ CAP

3905256.407 5286711.058

985.570

80

PC STATION

3905967.36 5282402.21

129+01.49 , 0.00'

47

MAG NAIL SET

3905135.052 5286984.069

986.277

81

PI STA 129+23.33

3905950.63 5282416.26

129+23.33 , 0.20' RT

48

REBAR W/ CAP

3905339.332 5286987.075

987.815

82

PT STATION

3905934.42 5282430.90

129+45.18 , 0.00'

51

MAG NAIL SET

3907617.115

946.527

83

3905527.09 5282798.70

134+93.99 , 0.00'

5281515.736

PI DEFLECTION

5282350.45

3905595.83 5286566.51

528+92.68 , 0.00'

115+00.75 , 1.19' RT

5281847.25

5286554.703

POT END CONSTRUCTION

114+46.93 , 0.00'

3906576.95

5283073.033

133

STATE PLANE COORDINATES STATION and OFFSET

NORTH (Y)

54

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-33.DGN

DESCRIPTION

SHEET NO.

COORDINATE CONTROL

STATE PLANE COORDINATES

DESCRIPTION

ITEM NO.

128+21.02 , 0.00'

84

PC STATION

3905455.89

5282869.05

135+94.09 , 0.00'

85

PI STA 136+66.81

3905401.91

5282917.79

136+66.22 , 5.65' RT

86

PT STATION

COORDINATE CONTROL - BENCH MARKS 3905365.37 5282980.67

137+38.36 , 0.00'

STATE PLANE COORDINATES DESCRIPTION

STATION and OFFSET

Mi croStati on v8.1 1 .9.71 4

E-SHEET NAME: R00505PL

USER: gw ynna

DATE PLOTTED: Novem ber 28, 201 8

NORTH (Y) BM 0021 AZI 2

EAST (X)

3908999.941 5280258.652

87

PI DEFLECTION

3905311.24 5283064.87

138+38.46 , 0.00'

88

PI DEFLECTION

3905091.81

5283442.47

142+75.20 , 0.00'

ELEV. (Z) 952.65

BEFORE ALIGNMENT STATIONS

BM1

3908857.315 5280884.930

950.37

LFUCG STA 0021

3908257.3765280256.930

UKN

BM SW 28-33

3907163.020 5281015.030

969.98

110+79.75 , 329.17 RT

89

PC STATION

3905051.97 5283531.57

143+72.79 , 0.00'

90

PI STA 145+08.21

3904996.70 5283655.19

144+95.73 , 36.09' RT

91

PT STATION

3905075.54 5283765.29

146+18.67 , 0.00'

3905084.92 5283778.39

146+34.78 , 0.00'

BEFORE ALIGNMENT STATIONS 100+66.57 ,

5.90 LT

92 BM 2

3907035.134

5281470.910

946.54

114+76.95 , 47.37 RT

BM SW 28-35

3906291.078

5281807.518

966.88

122+62.88 , 228.72 RT

BM 3

3906344.056

5282079.566

952.02

124+05.61 , 8.86 LT

BM SW 28-28

3906084.974

5282319.757

951.21

127+58.86 , 13.90 LT

BM SW 28-29

3905703.525

5282592.514

955.73

132+24.86 , 34.79 RT

BM 4 SW 28-30

3905379.494

5282997.675

959.11

137+45.03 , 21.08 LT

BM M-145 RESET

3905007.939

5283348.119

946.66

142+35.76 , 119.92 RT

BM SW 28-31

3905021.209

5283495.523

961.87

143+52.44 , 42.80 RT

BRASS DISC

3905173.434

5284242.431

964.09

505+08.90 , 41.09 RT

3905336.072 5284634.252

966.31

509+25.71 , 21.67 LT

BM 6 0128 AZI

3905472.637

5285772.447

977.62

520+69.78 , 47.73 RT

BM 8

3905358.962

5286556.362

984.94

BM 7

3905316.830

5287021.313

989.52

93

EQUATION; VINE TO MIDLAND

94

PC STATION

95

PI STA 501+25.37

96

PT STATION

97

BM 5

POT END ALIGNMENT

PI DEFLECTION

98

PC STATION

99

PI STA 506+21.55

3905112.21

5283764.89

3905137.80 5283816.61 3905157.12 5283855.67

VINE STA. 146+39.69 , 30.04' LT = MIDLAND STA. 500+24.09 , 0.00' 500+81.80 , 0.00' 501+25.07 , 3.14' LT

3905164.57

5283898.60

501+68.34 , 0.00'

3905172.81

5283998.66

502+68.75 , 0.00'

3905212.66

5284228.24

505+01.76 , 0.00'

3905233.15 5284346.27

506+21.43 , 3.32' RT

530+19.23 , 200.49 RT BEYOND ALIGNMENT STATIONS

COORDINATE CONTROL TOWN BRANCH COMMONS STA. 299+90.49 TO STA. 303+00


H5

PRECAST CONCRETE

ITEM NO.

H6

SIGNATURE WALL

H7

VEHICULAR WALL

H8

TYPICAL WALL

SHEET NO.

134

FAYETTE

WALL

303+00

FLUSH CURB PAVER

COUNTY OF

303+00

H4

302+00

301 +00

300+00

LEGEND

BEGIN CONSTRUCTION

MATCHLINE TBC STA. 303+00

STA. 299+90.49

N ST W.MAI

LIGHT SHADED AREA INDICATES PAVING ACTIVITIES WILL TAKE PLACE

2

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-34.DGN

PLANTING AREA

BENCH; SEE SHEET 635, DETAIL 5

TU CKER ST

1 STA. 302+71.40

3

STA. 302+87.40

4

MULTI-USE PATH

1

BACK OF CURB-PC STA. 300+93.30 OFF 36.71' RT

2

BACK OF CURB-PT STA. 301+08.30 OFF 21.58' RT

3

STA. 301+08.30 OFF 36.58' RT R=15.00'

4

MULTI-USE PATH STA. 301+13.43 OFF 36.49' RT

NOTE: FREE BENCHES, SEE DETAIL 5, SHEET 635 BENCHES IN WALL, SEE DETAIL 4 SHEET 635

RT. STA. 300+92 TO STA. 303+00 CONST. 237 L.F. STD. CURB AND GUTTER (MOD.)

RT. STA. 300+92 CONST. 20 S.F. DETECTABLE WARNINGS

Mi croStati on v8.1 1 .9.71 4

E-SHEET NAME: R00505PL

USER: hol tonr

DATE PLOTTED: Novem ber 28, 201 8

NOTES

0'

10'

20'

40'

LAYOUT PLAN TOWN BRANCH COMMONS STA. 299+90.49 TO STA. 303+00


ITEM NO.

COUNTY OF

135

VEHICULAR WALL

H8

TYPICAL WALL

PI STA 306+04.51

H7

306+00

SIGNATURE WALL

MATCHLI 306+NE 00TBC STA. 306+00

WALL

H6

SHEET NO.

FAYETTE

306+00

PRECAST CONCRETE

H5

305+00

FLUSH CURB PAVER

FELI X ST

304+00

303+00

H4

MATCHLINE TBC STA. 303+00

303+00

LEGEND

N ST W.MAI

LIGHT SHADED AREA INDICATES PAVING ACTIVITIES WILL TAKE PLACE

R=1'

1 2

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-35.DGN

PLANTING AREA

6

MULTI-USE PATH

3

4

5

R=2'

MULTI-USE PATH

7 SEE HARDSCAPE AND MATERIAL SHEETS FOR WALL AND TRANSITION DETAILS

NOTE: TIE-IN COORDINATED WITH LCC

Mi croStati on v8.1 1 .9.71 4

E-SHEET NAME: R00505PL

USER: hol tonr

DATE PLOTTED: Novem ber 28, 201 8

NOTES 1

BACK OF CURB-PC STA. 303+20.11 OFF. 21.58' RT

2

BACK OF CURB-PT STA. 303+20.48 OFF. 21.65' RT

3

MULTI-USE PATH STA. 303+19.40 OFF. 36.50' RT

4

BACK OF CURB-PC STA. 303+60.23 OFF. 37.44' RT

5

BACK OF CURB-PT STA. 303+60.97 OFF. 37.58' RT

6

BACK OF CURB STA. 305+88.43 OFF. 37.58' RT

7

STA. 305+88.43 OFF. 520.00' RT R = 482.42'

RT. STA. 300+00 TO STA. 306+00 CONST. 303 L.F. STD. CURB AND GUTTER (MOD.)

ON R CORPORATI NTE NGTON CE XI E L D.B. 1105 PG. 522 TRACT II P.C. B SL 378

0'

10'

20'

40'

LAYOUT PLAN TOWN BRANCH COMMONS STA. 303+00 TO STA. 306+00


. W

AI M

COUNTY OF

PLANTING AREA

ST

136

+00 01 1 T NE S I V . W

PLANTING AREA

LIGHT SHADED AREA INDICATES PAVING ACTIVITIES WILL TAKE PLACE

102 +0 0

VINE ST. STA. 100+00 (AHEAD) = MAIN ST. STA. 306+70.51 (BACK) ST . W

SHEET NO.

FAYETTE

N AI M

00 + 0 10

. W

ITEM NO.

N AI M

7

1 8.5 '

8

10

14

3A

R=1' MULTI-USE PATH

13A

15. 0'

3

BIKE PATH

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-36.DGN

' .0 14

ST A. 102 +5 0

00 + 6 30

15

18. 0'

1 4.0'

12 PLANTING AREA

M

TB C

4

PEDESTRIAN PATH

MA TC HL IN E

NE LI CH AT

5 1A 2 1 R=2'

C TB A. ST

LEGEND

13

00 6+ 30

11

H4

FLUSH CURB PAVER

10A

H5 9

PRECAST CONCRETE WALL

H6

SIGNATURE WALL

H7

VEHICULAR WALL

H8

TYPICAL WALL

6

NOTE: TIE-IN COORDINATED WITH LCC

SEE HARDSCAPE AND MATERIAL SHEETS FOR WALL AND TRANSITION DETAILS

Mi croStati on v8.1 1 .9.71 4

E-SHEET NAME: R00505PL

USER: hol tonr

DATE PLOTTED: Novem ber 28, 201 8

NOTES 1

1A

2

3

BACK OF CURB-PC STA. 306+15.80 OFF. 37.95' RT

11 OFF. 256.00' RT

BACK OF CURB-PT STA. 306+16.67 OFF. 37.77' RT

12

BIKE PATH-PC STA. 101+59.64 OFF. 46.00' RT

MULTI-USE PATH STA. 306+23.04 OFF. 40.88' RT

13

STA. 101+97.45 OFF. 256.00' RT R = 210.00'

BACK OF CURB-PC STA. 306+47.77 OFF. 23.69' RT

STA. 101+97.45 R = 228.42'

PEDESTRIAN PATH OFF. 62.68' RT

14

4

MULTI-USE PATH-PC STA. 306+43.71 OFF. 40.06' RT

15

5

BIKE PATH STA. 306+44.27 OFF. 54.05' RT

6

STA. 305+92.40 OFF. 520.36' RT R = 996.83'

7

8

9

10

CONST. 301 L.F. STD. CURB AND GUTTER (MOD.)

13A STA. 101+82.53

BACK OF CURB-PT/PC STA. 306+48.26 OFF. 23.60' RT

3A

RT. STA. 306+00 TO STA. 102+50

BACK OF CURB-PT STA. 101+97.45 OFF. 27.58' RT

RT. STA. 102+32 CONST. 24 S.F. DETECTABLE WARNINGS CONST. 7 L.F. STANDARD HEADER CURB

FACE OF WALL-PT STA. 101+97.45 OFF. 46.00' RT

BACK OF CURB-PT STA. 100+24.84 OFF. 27.36' RT

BACK OF CURB-PT STA. 100+36.18 OFF. 27.58' RT

0'

10'

20'

40'

STA. 306+52.18 OFF. 253.89' RT R = 214.00' MULTI-USE PATH-PT STA. 101+23.15 OFF. 46.24' RT

STA. 306+52.18 10A OFF. 253.89' RT R = 200.00'

LAYOUT PLAN TOWN BRANCH COMMONS STA. 306+00 TO STA. 102+50


ALGONQ

COUNTY OF

N ST W.MAI

SHEET NO.

136A

FAYETTE

2

6

R = 1' (TYP.)

N ST W.MAI 1 7

PLANTING AREA

ST

10 1+ 00

W. VI NE

ITEM NO.

11

5 4

8

PLANTING

N ST ALGONQUI

10

AREA

12

LIGHT SHADED AREA INDICATES PAVING ACTIVITIES WILL TAKE PLACE

MULTI-USE PATH

13

14

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-36A.DGN

15

CONSTRUCT NEW SIDEWALK RAMPS WITH 25 S.F. DETECTABLE WARNINGS MATCH EXISTING SIDEWALK AND CURB ELEVATIONS

N ST W.MAI

9

LEGEND

PEDESTRIAN PATH

0 0 + 2 10

PLANTING AREA

H4

H5

H6

3

FLUSH CURB PAVER

PRECAST CONCRETE WALL

SIGNATURE WALL

WV H7

BIKE SEE HARDSCAPE AND MATERIAL SHEETS FOR WALL AND TRANSITION DETAILS

VEHICULAR WALL

PATH H8

TYPICAL WALL

INSET CROSS WALK NORTH SIDE OF MAIN STREET

E-SHEET NAME: R00505PL

USER: hol tonr

DATE PLOTTED: Novem ber 28, 201 8

NOTES 1

BACK OF CURB-PT/PC STA. 100+41.96 OFF. 1.58' LT

14

STA. 101+18.07 OFF. 78.71' LT R = 7.42'

2

BACK OF CURB-PC STA. 100+41.77 OFF. 3.57' LT

15

BACK OF CURB STA. 101+20.97 OFF. 72.31' LT

3

STA. 101+97.45 OFF. 256.00' RT R = 257.58'

4

BACK OF CURB-PT/PC STA. 101+42.45 OFF. 1.58' LT

5

BACK OF CURB-PT STA. 101+43.44 OFF. 2.58' LT

6

BACK OF CURB-PT STA. 101+42.21 OFF. 48.59' LT

LT. STA. 100+40.48 TO STA. 101+43.93 CONST. 136 L.F. STD. CURB AND GUTTER (MOD.)

LT. STA. 101+76 TO STA. 102+50 CONST. 78 L.F. STD. CURB AND GUTTER (MOD.)

LT. STA. 101+32 CONST. 24 S.F. DETECTABLE WARNINGS CONST. 12 L.F. STANDARD HEADER CURB

7

BACK OF CURB-PC STA. 101+43.51 OFF. 47.75' LT

8

BACK OF CURB-PT/PC STA. 101+70.24 OFF. 24.81' LT

LT. STA. 101+68 TO STA. 103+70.75 CONST. 312 L.F. STD. CURB AND GUTTER (MOD.)

LT. STA. 101+35 TO STA. 101+43.49

9

BACK OF CURB STA. 102+05.27 OFF. 1.58' LT

10

STA. 101+82.45 OFF. 31.26' LT R = 15.00'

CONST. 48 S.F. DETECTABLE WARNINGS CONST. 27 L.F. STANDARD HEADER CURB

LT. STA. 101+69.49

Mi croStati on v8.1 1 .9.71 4

CONST. 27 S.F. DETECTABLE WARNINGS

0'

10'

20'

40'

BACK OF CURB-PC

11 STA. 101+72.93 OFF. 41.59' LT

12

STA. 102+05.27 OFF. 45.08' LT R = 43.50'

13

BACK OF CURB STA. 101+13.08 OFF. 75.11' LT

LAYOUT PLAN TOWN BRANCH COMMONS MAIN & VINE INTERSECTION DETAILS


04+00 1

03+00 1

NE LI CH

T 00 MA 5+ 10

COUNTY OF

137

FAYETTE

A. ST

PLANTING AREA

SHEET NO.

C TB

12

ITEM NO.

9

00 5+ 10

3 8

W. VINE ST ' .0 10

LIGHT SHADED AREA INDICATES PAVING ACTIVITIES WILL TAKE PLACE

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-37.DGN

PLANTING AREA

1 0.0'

MATCHLINE TBC STA. 1 02+50

10

1

4

6

11

BIKE PATH

5

2

7

STA. 102+58.25 END WALL PEDESTRIAN PATH

PLANTING AREA

LEGEND

H4

H5

FLUSH CURB PAVER

PRECAST CONCRETE WALL

H6

SIGNATURE WALL

H7

VEHICULAR WALL

H8

TYPICAL WALL

Mi croStati on v8.1 1 .9.71 4

E-SHEET NAME: R00505PL

USER: hol tonr

DATE PLOTTED: Novem ber 28, 201 8

SEE HARDSCAPE AND MATERIAL SHEETS FOR WALL AND TRANSITION DETAILS

1

FACE OF WALL STA. 102+57.25 OFF. 46.00' RT

2

BIKE PATH STA. 102+79.12 OFF. 46.00' RT

3

BACK OF CURB STA. 103+70.75 OFF. 1.58' LT

4

BACK OF CURB STA. 103+74.73 OFF. 27.58' RT

5

BIKE PATH STA. 103+94.89 OFF. 46.90' RT

6

BACK OF CURB-PT STA. 104+35.37 OFF. 34.67' RT

7

BIKE PATH-PC STA. 104+31.89 OFF. 53.15' RT

8

STA. 104+63.61 OFF. 61.35' LT R = 118.50'

9

STA. 104+63.61 OFF. 61.35' LT R = 100.08'

10

BACK OF CURB-PT/PC STA. 104+64.73 OFF. 38.73' RT

NOTES

LT. STA. 102+50 TO STA. 103+70.75

RT. STA. 102+50 TO STA. 105+00

CONST. 121 L.F. STD. CURB AND GUTTER (MOD.)

CONST. 268 L.F. STD. CURB AND GUTTER (MOD.)

0'

10'

20'

40'

BIKE PATH-PT/PC

11 STA. 104+64.86 OFF. 57.15' RT

12

STA. 103+74.74 OFF. 274.00' LT R = 332.00'

LAYOUT PLAN TOWN BRANCH COMMONS STA. 102+50 TO STA. 105+00


ITEM NO.

SHEET NO.

138

FAYETTE

10 5 + 00

TB C

1 08+00

2

1 08+00

1 07+00

S. BROA DW AY

1

ST A.

10 5+ 00

10 5+ 00

1 06+00

COUNTY OF

17

8.0'

15

7.5'

MA TC HL IN E

PEDESTRIAN PATH

BIKE PATH

14

R=2'

20 PLANTING AREA

21 19 18

MATCHLINE TBC STA. 1 08+00

16

R=1'

PLANTING AREA

BIKE PATH

10. 0'

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-38.DGN

W.VI NE ST

LIGHT SHADED AREA INDICATES PAVING ACTIVITIES WILL TAKE PLACE

4

R=1'

10

3

10A 11

PLANTING AREA

PEDESTRIAN PATH

12 7 13

9

R=2' LEGEND

H4

5

PLANTING AREA

FLUSH CURB PAVER

PRECAST CONCRETE

H5

WALL

H6

SIGNATURE WALL

H7

VEHICULAR WALL

H8

TYPICAL WALL

SEE HARDSCAPE AND MATERIAL SHEETS FOR WALL AND TRANSITION DETAILS

Mi croStati on v8.1 1 .9.71 4

E-SHEET NAME: R00505PL

USER: hol tonr

DATE PLOTTED: Novem ber 28, 201 8

6

STA. 103+74.74 OFF. 274.00' LT R = 332.00'

11 STA. 107+17.96

2

STA. 103+74.74 OFF. 274.00' LT R = 313.58'

12

BACK OF CURB-PC STA. 107+30.03 OFF. 41.63' RT

3

BIKE PATH-PT STA. 105+58.79 OFF. 56.23' RT

13

BACK OF CURB-PT STA. 107+31.29 OFF. 42.08' RT

BACK OF CURB-PT/PC STA. 105+74.39 OFF. 37.67' RT

14

1

4

BACK OF CURB-PT OFF. 31.81' RT

BACK OF CURB-PC STA. 106+66.46 OFF. 14.96' LT

5

STA. 105+74.67 OFF. 82.67' RT R = 45.00'

15

STA. 106+81.38 OFF. 16.58' LT R = 15.00'

6

BACK OF CURB-PT STA. 106+18.95 OFF. 78.34' RT

16

BACK OF CURB-PT STA. 106+81.38 OFF. 1.58' LT

7

BACK OF CURB-PC STA. 106+75.43 OFF. 49.32' RT

17

BIKE PATH STA. 106+90.43 OFF. 21.65' LT

8

BACK OF CURB STA. 106+88.87 OFF. 32.76' RT

18

BACK OF CURB-PC STA. 107+36.92 OFF. 1.58' LT

9

STA. 106+90.34 OFF. 47.68' RT R = 15.00'

19

BACK OF CURB-PT STA. 107+37.61 OFF. 1.86' LT

BACK OF CURB-PT STA. 106+88.87 OFF. 32.76' RT

20

BACK OF CURB-PC STA. 107+47.70 OFF. 11.46' LT

10

BACK OF CURB-PC

10A STA. 107+17.33 OFF. 31.58' RT

NOTES

LT. STA. 106+62.53 TO STA. 108+00

RT. STA. 105+00 TO STA. 106+19.62

RT. STA. 106+76.30 TO STA. 107+53.60

CONST. 176 L.F. STD. CURB AND GUTTER (MOD.)

CONST. 152 STD. CURB AND GUTTER (MOD.)

CONST. 111 L.F. STD. CURB AND GUTTER (MOD.)

LT. STA. 106+65.25 TO STA. 106+87.40

RT. STA. 106.04

RT. STA. 106+79

CONST. 56 S.F. DETECTABLE WARNINGS

CONST. 72 S.F. DETECTABLE WARNINGS

CONST. 71 S.F. DETECTABLE WARNINGS

AND 7 L.F. HEADER CURB

AND 6 L.F. HEADER CURB

0'

10'

20'

40'

BACK OF CURB-PT

21 STA. 107+49.07 OFF. 12.01' LT

LAYOUT PLAN TOWN BRANCH COMMONS STA. 105+00 TO STA. 108+00


ITEM NO.

COUNTY OF

1 1 1 +00

FAYETTE

NG GARAGE I PARK

x. R/W E

08+00 1

11

LL ST S. M I

PEDESTRIAN PATH

PEDESTRIAN PATH

24

R=2'

08+00 MATCHLINE TBC STA. 1

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-39.DGN

7

19 9

25

BIKE PATH

2

PLANTING AREA

23

20

16 10 12

13

17

14

21

26

1

8.0'

6

7.5'

5

BIKE PATH

7.5'

8.0'

GV

BIKE PATH

PLANTING AREA

3 22

4

PLANTING AREA

27

R=2.5'

29 R=1'

28

18

15

(TYP.)

W. VINE ST LIGHT SHADED AREA INDICATES PAVING ACTIVITIES WILL TAKE PLACE

8

MATCHLINE TBC STA. 1 1 1 +00

T BOOTH E VAL

PEDESTRIAN PATH

0+00 1 1

DO NOT DISTURB EX. VAULT. MATCH EX. VAULT ELEVATIONS.

SHEET NO.

1 1 1 +00

0+00 1 1

09+00 1

08+00 1

NG DI L BUI

LEGEND

H4

H5

FLUSH CURB PAVER

PRECAST CONCRETE WALL

H6

SIGNATURE WALL

H7

VEHICULAR WALL

H8

TYPICAL WALL

SEE HARDSCAPE AND MATERIAL SHEETS FOR WALL AND TRANSITION DETAILS

Mi croStati on v8.1 1 .9.71 4

E-SHEET NAME: R00505PL

USER: hol tonr

DATE PLOTTED: Novem ber 28, 201 8

NOTES 1

2

3

4

BACK OF CURB-PC STA. 108+07.73 OFF. 12.09' LT

12

BACK OF CURB-PT STA. 108+09.14 OFF. 11.55' LT

13

BACK OF CURB-PC STA. 108+19.41 OFF. 1.86' LT

14

BACK OF CURB-PT STA. 108+20.09 OFF. 1.58' LT

15

FACE OF WALL-PT STA. 109+87.13 OFF. 16.00' LT

24 STA. 108+74.23

BACK OF ISLAND CURB

FACE OF WALL STA. 110+01.35 OFF. 16.00' LT

25 STA. 108+74.56

STA. 110+11.91 OFF. 16.58' LT R = 15.00'

26 STA. 108+77.06

BACK OF CURB-PC STA. 110+11.91 OFF. 1.58' LT

27 STA. 108+77.06

OFF. 13.99' LT

LT. STA. 108+00 TO STA. 110+27.19 CONST. 262 L.F. STD. CURB AND GUTTER (MOD.)

BACK OF ISLAND CURB OFF. 13.99' LT BACK OF ISLAND CURB

LT. STA. 108+31 CONST. 49 S.F. DETECTABLE WARNINGS LT. STA. 108+31

OFF. 11.49' LT

CONST. 16 S.F. DETECTABLE WARNINGS

BACK OF ISLAND CURB

LT. STA. 108+75 CONST. 34 L.F. HEADER CURB

OFF. 4.08' LT

LT. STA. 110+07

5

BIKE PATH STA. 108+30.70 OFF. 22.47' LT

16

BACK OF CURB-PT STA. 110+26.91 OFF. 16.74' LT

6

28

FACE OF WALL STA. 109+10.71 OFF. 22.50' LT

17

BACK OF CURB-PC STA. 110+56.93 OFF. 16.48' LT

29 STA. 108+74.23

FACE OF WALL-PC STA. 109+19.65 OFF. 22.51' LT

18

BACK OF CURB-PT STA. 110+71.74 OFF. 1.58' LT

LT. STA. 109+11

7

STA. 109+19.71 OFF. 131.54' RT R = 154.00'

19

STA. 110+71.74 OFF. 16.58' LT R = 15.00'

LT. STA. 110+27

8

FACE OF WALL-PT STA. 109+41.14 OFF. 21.01' LT

20

PEDESTRIAN PATH STA. 110+87.87 OFF. 22.42' LT

LT. STA. 110+56.39 TO STA. 110+00

9

10

FACE OF WALL-PC STA. 109+66.60 OFF. 17.43' LT

BIKE PATH 21 STA. 110+88.03 OFF. 15.42' LT

BACK OF ISLAND CURB STA. 108+74.56 OFF. 1.58' LT BACK OF ISLAND CURB OFF. 1.58' LT

CONST. 24 S.F. DETECTABLE WARNINGS AND 6 L.F. HEADER CURB LT. STA. 109+11 CONST. 45 S.F. DETECTABLE WARNINGS

CONST. 15 S.F. DETECTABLE WARNINGS

CONST. 55 S.F. DETECTABLE WARNINGS

CONST. 79 L.F. STD. CURB AND GUTTER (MOD.) LT. STA. 110+57 CONST. 55 S.F. DETECTABLE WARNINGS 0'

10'

20'

40'

LT. STA. 110+77

11

STA. 109+87.63 OFF. 169.30' LT R = 147.50'

22

BACK OF ISLAND CURB STA. 108+71.73 OFF. 4.08' LT

CONST. 24 S.F. DETECTABLE WARNINGS

BACK OF ISLAND CURB

23 STA. 108+71.73 OFF. 11.49' LT

LAYOUT PLAN TOWN BRANCH COMMONS STA. 108+00 TO STA. 111+00

139


1 1 3+00

COUNTY OF

ITEM NO.

140

PEDESTRIAN PATH PLANTING AREA

8.0'

PATH

7 BIKE PATH

8'

+00 1 1 STA. 1

8.0'

MATCH EX. VAULT ELEVATIONS.

BIKE

1

8.0'

DO NOT DISTURB EX. VAULT.

4.0'

6

PLANTING AREA

N IA R T S E TH D E PA P

BIKE PATH

PLANTING PLANTING

AREA

AREA

PLANTING

MATCHLINE

TBC

AREA

M ATCHLINE

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-40.DGN

STA. 1 1 4+00

5

TBC

9.0'

4

PEDESTRIAN PATH

AREA

1 1 4+00

FAYETTE

PLANTING

3

SHEET NO.

1 1 4+00

1 1 2+00

+00 1 1 1

+00 1 1 1

NG DI L BUI

W.VI NE ST

2

LIGHT SHADED AREA INDICATES PAVING ACTIVITIES WILL TAKE PLACE

LEGEND

H4

H5

FLUSH CURB PAVER

PRECAST CONCRETE WALL

H6

SIGNATURE WALL

H7

VEHICULAR WALL

H8

TYPICAL WALL

SEE HARDSCAPE AND MATERIAL SHEETS FOR WALL AND TRANSITION DETAILS

USER: hol tonr

DATE PLOTTED: Novem ber 28, 201 8

NOTES 1

BIKE PATH-PC STA. 111+73.95 OFF. 19.47' LT

2

STA. 112+72.13 OFF. 1,481.33' RT R = 1,504.00'

3

PEDESTRIAN PATH STA. 112+21.99 OFF. 30.84' LT

LT. STA. 111+00 TO STA. 114+00

4

5

PEDESTRIAN PATH STA. 112+44.37 OFF. 32.54' LT PEDESTRIAN PATH STA. 112+79.15 OFF. 30.61' LT

CONST. 300 L.F. STD. CURB AND GUTTER (MOD.) LT. STA. 112+79 CONST. 32 S.F. DETECTABLE WARNINGS LT. STA. 112+80

Mi croStati on v8.1 1 .9.71 4

E-SHEET NAME: R00505PL

CONST. 16 S.F. DETECTABLE WARNINGS

6

BIKE PATH-PT STA. 112+79.75 OFF. 22.65' LT

7

BIKE PATH STA. 113+77.29 OFF. 19.15' LT

LT. STA. 113+19

BIKE PATH STA. 114+00.00 OFF. 17.89' LT

LT. STA. 113+44

LT. STA. 113+18 CONST. 18 S.F. DETECTABLE WARNINGS

8

CONST. 16 S.F. DETECTABLE WARNINGS

CONST. 18 S.F. DETECTABLE WARNINGS LT. STA. 113+45 CONST. 16 S.F. DETECTABLE WARNINGS LT. STA. 113+76 CONST. 28 S.F. DETECTABLE WARNINGS

0'

10'

20'

40'

LT. STA. 113+78 CONST. 16 S.F. DETECTABLE WARNINGS

LAYOUT PLAN TOWN BRANCH COMMONS STA. 111+00 TO STA. 114+00


COUNTY OF

PEDESTRIAN PATH

6.0'

STA. 114+18.42 PEDESTRIAN PATH

4

BIKE PATH

6

8

PEDESTRIAN PATH

3

1

5

BIKE PATH

PLANTING

13 10

11

8.0'

STA. 114+07.44

BIKE PATH

AREA

PLANTING AREA

2 7

7+00 1 . 1 TBC STA E N I L H C M AT

PLANTING AREA

STA. 114+46.67 END WALL

LIGHT SHADED AREA INDICATES PAVING ACTIVITIES WILL TAKE PLACE

NE ST W.VI

LEGEND

H4

H5

SEE HARDSCAPE AND MATERIAL SHEETS FOR WALL AND TRANSITION DETAILS

DATE PLOTTED: Novem ber 28, 201 8

1

BIKE PATH STA. 114+47.03 OFF. 15.28' LT

12

STA. 116+79.63 OFF. 1008.60' LT R = 996.00'

2

BACK OF CURB-PC STA. 114+58.42 OFF. 1.58' LT

13

BIKE PATH-PT STA. 116+88.32 OFF. 12.64' LT

3

BACK OF CURB-PT STA. 114+73.60 OFF. 17.59' LT

4

STA. 114+58.42 OFF. 16.58' LT R = 15.00'

5

BACK OF CURB-PC STA. 115+05.93 OFF. 15.76' LT

6

STA. 115+21.11 OFF. 16.58' LT R = 15.00'

7

BACK OF CURB-PT/PC STA. 115+21.11 OFF. 1.58' LT

8

BIKE PATH STA. 115+32.70 OFF. 15.00' LT

9

STA. 114+46.93 OFF. 1,220.00' LT R = 1,218.42'

FLUSH CURB PAVER

PRECAST CONCRETE WALL

H6

SIGNATURE WALL

H7

VEHICULAR WALL

H8

TYPICAL WALL

NOTES

USER: hol tonr

141

BENCH; SEE SHEET 635, DETAIL 5

8.0'

1 1 4+00 4.0'

1 1 4+00

AREA

8.0'

M ATCHLINE TB C STA. 1 1 4+00 FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-41 .DGN

S. UPPER ST

PLANTING PLANTING

SHEET NO.

FAYETTE

12

9

AREA

ITEM NO.

7+00 1 1

1 1 4+00

1 1 5+00

6+00 1 1

X DE E F

x. R/W E

LT. STA. 114+00 TO STA. 114+71.63

LT. STA. 115+03.91 TO STA. 117+00

CONST. 123 L.F. STD. CURB AND GUTTER (MOD.)

CONST. 226 L.F. STD. CURB AND GUTTER (MOD.)

LT. STA. 114+72

LT. STA. 115+06

CONST. 82 S.F. DETECTABLE WARNINGS

CONST. 53 S.F. DETECTABLE WARNINGS

Mi croStati on v8.1 1 .9.71 4

E-SHEET NAME: R00505PL

LT. STA. 115+28

10

BIKE PATH STA. 115+70.38 OFF. 14.67' LT

CONST. 20 S.F. DETECTABLE WARNINGS AND 6 L.F. HEADER CURB

0'

10'

20'

40'

BIKE PATH-PC

11 STA. 115+99.96 OFF. 13.64' LT

LAYOUT PLAN TOWN BRANCH COMMONS STA. 114+00 TO STA. 117+00


8+00 1 1

COUNTY OF

1 20+00

1 1 9+00

13

M ESTO S LI

PED. PATH

BC E T N I CHL M AT

7

PED. PATH

8.0'

PLANTING AREA

10

BIKE PATH

1

3

BIKE PATH

' 8.0

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-42.DGN

8.0'

PED. PATH

STA. 119+24.10 END WALL

8

' 6.0

00 117+ . A ST

4

2

142

T NE S

PLANTING AREA

ST M ESTO N E S. LI

00 117+

5

PLANTING AREA

SHEET NO.

FAYETTE

6

BIKE PATH

ITEM NO.

1 20+0 0

00 117+

WA

PLANTING AREA

9 NG NTI PLA A ARE

12

NE ST W.VI M ATC HLIN E TB C ST A. 1 20+0 0

LIGHT SHADED AREA INDICATES PAVING ACTIVITIES WILL TAKE PLACE

E.V I NE S T

11

LEGEND

H4

FLUSH CURB PAVER

PRECAST CONCRETE

H5

SEE HARDSCAPE AND MATERIAL SHEETS FOR WALL AND TRANSITION DETAILS

WALL

H6

SIGNATURE WALL

H7

VEHICULAR WALL

H8

TYPICAL WALL

P I

Mi croStati on v8.1 1 .9.71 4

E-SHEET NAME: R00505PL

USER: hol tonr

DATE PLOTTED: Novem ber 28, 201 8

NOTES 1

BIKE PATH STA. 117+32.80 OFF. 12.97' LT

12

BIKE PATH-PT/PC STA. 119+64.17 OFF. 6.18' LT

2

BIKE PATH STA. 117+79.90 OFF. 13.61' LT

13

STA. 121+95.58 OFF. 513.67' LT R = 800.00'

3

BACK OF CURB-PT/PC STA. 118+30.90 OFF. 1.58' LT

4

BIKE PATH STA. 118+27.75 OFF. 18.49' LT

5

STA. 118+30.90 OFF. 35.08' LT R = 33.50'

6

BACK OF CURB-PT STA. 118+61.64 OFF. 41.22' LT

7

BACK OF CURB-PC STA. 118+99.25 OFF. 13.24' LT

8

STA. 119+13.48 OFF. 16.58' LT R = 15.0'

9

BACK OF CURB-PT STA. 119+13.48 OFF. 1.58' LT

LT. STA. 117+00 TO STA. 118+61.37

LT. STA. 118+92 TO STA. 120+00

CONST. 194 L.F. STD. CURB AND GUTTER (MOD.)

CONST. 142 L.F. STD. CURB AND GUTTER (MOD.)

LT. STA. 118+59

LT. STA. 118+98

CONST. 65 S.F. DETECTABLE WARNINGS

CONST. 43 S.F. DETECTABLE WARNINGS

LT. STA. 119+24 CONST. 21 S.F. DETECTABLE WARNINGS

10

BIKE PATH-PC STA. 119+27.15 OFF. 7.03' LT

AND 6 L.F. HEADER CURB

0'

10'

20'

40'

STA. 119+45.66

11 OFF. 323.10 RT R = 312.83'

LAYOUT PLAN TOWN BRANCH COMMONS STA. 117+00 TO STA. 120+00


1

ITEM NO.

COUNTY OF

SHEET NO.

143

FAYETTE

1 23+00

5

22+00 1

HERNA N DO ALLEY

1 21 +00

120 +0 0

4

STA. 122+92.80

PLANTING AREA

8.0'

STA. 122+84.80

8.0 '

STA. 122+32.85 BEGIN WALL

PEDESTRIAN PATH

BENCH; SEE SHEET 635, DETAIL 5

PEDESTRIAN PATH

BIKE PATH

13 8 6

23+00 MATCHLINE TBC STA. 1

MA TC HL IN E

BIKE PATH

8.0'

END WALL STA. 121+12.37

8.5'

PLA NTI NG ARE A

9.5'

3

TB C

ST A. 120 +0 0

2

PL ANTI NG ARE A A NG ARE ANTI PL

12 9 7

LIGHT SHADED AREA INDICATES PAVING ACTIVITIES WILL TAKE PLACE

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-43.DGN

NE ST .VI E

15 10

11

14 16

LEGEND

H4

H5

FLUSH CURB PAVER

PRECAST CONCRETE WALL

H6

SIGNATURE WALL

H7

VEHICULAR WALL

H8

TYPICAL WALL

SEE HARDSCAPE AND MATERIAL SHEETS FOR WALL AND TRANSITION DETAILS

NOTES

BIKE PATH-PT STA. 120+13.81 OFF. 4.50' LT

13

BIKE PATH-PT STA. 122+51.53 OFF. 5.00' LT

3

BACK OF CURB-PC STA. 120+13.81 OFF. 1.58' LT

14

BACK OF CURB STA. 121+52.59 OFF. 40.41' RT

4

STA. 121+41.73 OFF. 314.00' LT R = 309.50'

15

BACK OF CURB STA. 121+56.18 OFF. 40.77' RT

5

STA. 121+41.73 OFF. 314.00' LT R = 312.42'

E-SHEET NAME: R00505PL

2

6

BIKE PATH-PT STA. 121+41.73 OFF. 4.50' LT

7

BACK OF CURB-PT STA. 121+41.73 OFF. 1.58' LT

8

BIKE PATH-PC STA. 121+80.98 OFF. 5.00' LT

9

BACK OF CURB-PC STA. 121+80.98 OFF. 1.58' LT

Mi croStati on v8.1 1 .9.71 4

USER: hol tonr

DATE PLOTTED: Novem ber 28, 201 8

K E NTUCK Y STA. L 122+79.55 BACK OF CURB-PT E AGUE OF CI TI 122+51.53 1 OFF. 774.60' LT 12 STA. E S. I NC. R = 800.00' OFF. 1.58' LT D. B. 2 1 07 PG. 01

10

STA. 121+80.98 OFF 1,250.00' RT R = 1,251.58'

16

BACK OF CURB STA. 121+65.17 OFF. 42.35' RT

K E NTUCK Y UTI L I TI E S CO. D. B. 3 02 PG. 3 4 9 LT. STA. 120+00 TO STA. 123+00

RT. STA. 121+58

CONST. 300 L.F. STD. CURB AND GUTTER (MOD.)

CONST. 28 S.F. DETECTABLE WARNINGS AND 13 L.F. STD. CURB AND GUTTER (MOD.)

LT. STA. 121+56 CONST. 20 S.F. DETECTABLE WARNINGS

0'

10'

20'

40'

STA. 121+80.98

11 OFF 1,250.00' RT R = 1,255.00'

LAYOUT PLAN TOWN BRANCH COMMONS STA. 120+00 TO STA. 123+00


1 26+00

1 25+00

1 24+00

1 23+00

PL ANTI NG ARE A

PL ANTI NG ARE A

BENCH; SEE SHEET 635, DETAIL 5

AREA

STA. 123+84.40

STA. 123+44.39

STA. 125+90.93 STA. 123+76.40

STA. 123+52.39 PEDESTRIAN PATH

PLANTING

8.0'

8.0'

STA. 123+00.80

BENCH; SEE SHEET 635, DETAIL 5

SHEET NO.

FAYETTE

PLANTING AREA BENCH; SEE SHEET 635, DETAIL 5 STA. 123+08.80

ITEM NO.

1 26+00

1 23+00

COUNTY OF

STA. 123+68.40 BENCH; SEE SHEET 635, DETAIL 5 STA. 123+60.40

STA. 125+98.93

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-44.DGN

PL ANTI NG ARE A

PL ANTI NG ARE A

LIGHT SHADED AREA INDICATES PAVING ACTIVITIES WILL TAKE PLACE

MATCHLINE TBC STA. 1 26+00

STA. 124+72.34

BIKE PATH

5.0'

EXISTING COLUMNS TO REMAIN

STA. 124+80.34

9.5'

STA. 124+96.34 STA. 124+88.34

1 0.0'

1 0.0'

9.5'

9.5'

BIKE PATH

5.0'

23+00 MATCHLINE TBC STA. 1

PEDESTRIAN PATH

E .VI NE ST

LEGEND

H4

H5

SEE HARDSCAPE AND MATERIAL SHEETS FOR WALL AND TRANSITION DETAILS

FLUSH CURB PAVER

PRECAST CONCRETE WALL

H6

SIGNATURE WALL

H7

VEHICULAR WALL

H8

TYPICAL WALL

LT. STA. 123+00 TO STA. 126+00 CONST. 300 L.F. STD. CURB IN MEDIAN

Mi croStati on v8.1 1 .9.71 4

E-SHEET NAME: R00505PL

USER: hol tonr

DATE PLOTTED: Novem ber 28, 201 8

NOTES

0'

10'

20'

40'

LAYOUT PLAN TOWN BRANCH COMMONS STA. 123+00 TO STA. 126+00

144


1 28+00

145

FAYETTE

14

635, DETAIL 5 BENCH; SEE SHEET

5.7'

PLANTING AREA

11

NE ST .VI E LIGHT SHADED AREA INDICATES PAVING ACTIVITIES WILL TAKE PLACE

2. 5'

2

5

3

' 3.1

1

MATCHLINE TBC STA. 1 29+00

8.0'

13

BIKE PATH

9.5'

12 5.0'

PLANTING AREA

9.5'

1 0.0'

0.0' 1

10

5.0'

5.0'

9.5'

BIKE PATH

26+00 MATCHLINE TBC STA. 1

PEDESTRIAN PATH

5.0'

STA. 127+28.61 PEDESTRIAN PATH

9.5'

8.0'

8.0'

STA. 127+20.61

STA. 126+14.92

8.0'

STA. 127+36.61

STA. 127+12.61

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-45.DGN

PLANTING AREA

635, DETAIL 5

PLANTING AREA

STA. 126+06.92

SHEET NO.

1 29+00

AYRES ALLEY

BENCH; SEE SHEET

4.1'

ITEM NO.

COUNTY OF

1 29+00

27+00 1

26+00 1

26+00 1

15

7

4

6 LEGEND

H5

8

9

SEE HARDSCAPE AND MATERIAL SHEETS FOR WALL AND TRANSITION DETAILS

FLUSH CURB PAVER

BECK ALLEY

H4

PRECAST CONCRETE WALL

H6

SIGNATURE WALL

H7

VEHICULAR WALL

H8

TYPICAL WALL

Mi croStati on v8.1 1 .9.71 4

E-SHEET NAME: R00505PL

USER: hol tonr

DATE PLOTTED: Novem ber 28, 201 8

NOTES 1

BACK OF CURB STA. 127+32.73 OFF. 33.21' RT

12

BIKE PATH-PT STA. 128+21.02 OFF. 5.00' LT

2

BACK OF CURB STA. 127+32.44 OFF. 33.98' RT

13

BIKE PATH-DEFLECTION STA. 128+81.35 OFF. 5.00' LT

BACK OF CURB STA. 127+57.73 OFF. 31.58' RT

14

3

FACE OF CURB OFF. 33.67' LT ELEV. 951.09

LT. STA. 126+00 TO STA. 129+00 CONST. 300 L.F. STD. CURB AND GUTTER (MOD.)

LT. STA. 127+81 CONST. 20 S.F. DETECTABLE WARNINGS

4

BACK OF CURB STA. 127+56.19 OFF. 41.58' RT

15

FACE OF CURB OFF. 44.67' LT ELEV. 951.26

LT. STA. 127+53

5

6

BACK OF CURB-PC STA. 127+86.99 OFF. 31.58' RT BACK OF CURB-PT STA. 127+86.99 OFF. 41.58' RT

CONST. 11 L.F. STD. HEADER CURB

RT. STA. 127+32.65 TO STA. 127+92.65 CONST. 1 CURB TO BARRIER WALL TRANSITION (MOD.)

RT. STA. 127+32.65 TO STA. 127+92.65 CONST. 104 L.F. STD. CURB AND GUTTER (MOD.)

RT. STA. 127+57 TO STA. 127+87 CONST. 40 S.F. DETECTABLE WARNINGS, 56 L.F. HEADER CURB, AND 56 L.F. HANDRAIL TYPE A1

LT. STA. 127+55 CONST. 10 S.F. DETECTABLE WARNINGS RT. STA. 127+63 CONST. 20 S.F. DETECTABLE WARNINGS

7

STA. 127+86.99 OFF. 36.58' RT R=5.00'

8

BACK OF CURB STA. 127+51.74 OFF. 62.05' RT

9

BACK OF CURB STA. 127+73.74 OFF. 62.04' RT

10

BIKE PATH-PC STA. 127+76.63 OFF. 5.00' LT

LT. STA. 127+58 CONST. 11 L.F. STD. HEADER CURB RT. STA. 127+51.74 TO STA. 127+73.74 CONST. 22 L.F. HEADER CURB

0'

10'

20'

40'

STA. 128+21.02

11 OFF. 1,280.00' RT R=1,285.00'

LAYOUT PLAN TOWN BRANCH COMMONS STA. 126+00 TO STA. 129+00


+00 31 1

ITEM NO.

146

TY ST QUALI

10

2"

8.0'

7

8.0'

8.0'

6.9'

6.5'

9

5 4

3

2

1

PLANTING AREA

8.0'

9.5'

BIKE PATH

9.5'

2" ' 9.1

2"

5.7'

8 TRAV 3

END WALL STA. 131+29.91

2"

2"

2"

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-46.DGN

7.0' 1

7.0' 1 PEDESTRIAN PATH

TRAV 12

8

8.0'

8.0'

MATCHLINE TBC STA. 1 1 29+029+ 0 00

A E R A

32+00 1 32+00 MATCHLINE TBC STA. 1

FAYETTE

3"

G IN T N A L P

SHEET NO.

32+00 1

30+00 1

1 29+00

COUNTY OF

6

458 CL 952 459 CL 952

461 CL 953

460 CL 953

464 CL 955

463 CL 955

462 CL 954

E. VINE ST LIGHT SHADED AREA INDICATES PAVING ACTIVITIES WILL TAKE PLACE

LEGEND

H4

H5

SEE HARDSCAPE AND MATERIAL SHEETS FOR WALL AND TRANSITION DETAILS

FLUSH CURB PAVER

PRECAST CONCRETE WALL

H6

SIGNATURE WALL

H7

VEHICULAR WALL

H8

TYPICAL WALL

Mi croStati on v8.1 1 .9.71 4

E-SHEET NAME: R00505PL

USER: hol tonr

DATE PLOTTED: Novem ber 28, 201 8

NOTES 1

BIKE PATH STA. 130+83.03 OFF. 6.50' LT

2

BIKE PATH STA. 130+96.83 OFF. 6.90' LT

3

BIKE PATH STA. 131+13.24 OFF. 8.00' LT

4

BIKE PATH STA. 131+29.91 OFF. 8.00' LT

5

STA. 131+42.70 OFF. 16.58' LT R = 15.00'

6

BACK OF CURB-PC STA. 131+42.70 OFF. 1.08' LT

LT. STA. 129+00 TO STA. 131+58.31 CONST. 305 L.F. STD. CURB AND GUTTER (MOD.)

LT. STA. 131+57

7

BACK OF CURB-PT STA. 131+58.20 OFF. 16.54' LT

8

BACK OF CURB STA. 131+85.00 OFF. 30.66' LT

9

BACK OF CURB-PC STA. 131+85.07 OFF. 16.51' LT

10

STA. 132+00.07 OFF. 16.58' LT R = 15.00'

CONST. 65 S.F. DETECTABLE WARNINGS

LT. STA. 131+84.30 TO STA. 132+00 CONST. 76 L.F. STD. CURB AND GUTTER (MOD.)

LT. STA. 131+85 CONST. 41 S.F. DETECTABLE WARNINGS

0'

10'

20'

40'

LAYOUT AND GRADING PLAN TOWN BRANCH COMMONS STA. 129+00 TO STA. 132+00


ITEM NO.

35+00 1

FAYETTE

7.0'

PEDESTRIAN PATH

13

14 15

16

PLANTING AREA

19

BIKE PATH

8.5'

9

17

11

PLANTING AREA

32+00 MATCHLINE TBC STA. 1

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-47.DGN

7

BIKE PATH

8.0'

6

8.0'

4

8.0'

2

1

8.0'

PLANTING AREA

18

PLANTING AREA

35+00 BC STA. 1 M ATCHLINE T

7.0'

PEDESTRIAN PATH

147

BENCH; SEE SHEET 635, DETAIL 5 (TYP.)

12

10

1 0.5'

QUALI TY ST

1 0.5'

8

SHEET NO.

35+00 1

1 34+00

1 33+00

1 32+00

1 32+00

5

COUNTY OF

E. VINE ST

LIGHT SHADED AREA INDICATES PAVING ACTIVITIES WILL TAKE PLACE

LEGEND

H4

H5

FLUSH CURB PAVER

PRECAST CONCRETE WALL

H6

SIGNATURE WALL

H7

VEHICULAR WALL

H8

TYPICAL WALL

3 SEE HARDSCAPE AND MATERIAL SHEETS FOR WALL AND TRANSITION DETAILS

1

BIKE PATH STA. 132+14.03 OFF. 7.50' LT

14

BENCH CORNER STA. 134+74.53 OFF. 18.36' LT

2

BIKE PATH-PC STA. 132+16.61 OFF. 7.50' LT

15

BENCH CORNER STA. 134+83.17 OFF. 18.36' LT

4

R ATE YMCA OF GRE

16

BENCH CORNER STA. 134+91.17 OFF. 18.37' LT

BIKE PATH-PT/PC STA. 132+36.09 OFF. 6.19' LT

17

BIKE PATH STA. 134+93.69 OFF. 13.00' LT

5

STA. 132+56.13 OFF. 175.00' LT R = 170.00'

18

BIKE PATH STA. 134+93.87 OFF. 4.50' LT

BIKE PATH-PT STA. 132+56.13 OFF. 5.00' LT

19

BACK OF CURB STA. 132+00.07 OFF. 1.58' LT

7

BIKE PATH STA. 133+54.00 OFF. 5.00' LT

E-SHEET NAME: R00505PL

3

STA. 132+16.61 OFF. 137.50' RT R = 145.00'

6

9

BIKE PATH STA. 133+80.22 OFF. 4.50' LT

Mi croStati on v8.1 1 .9.71 4

USER: hol tonr

DATE PLOTTED: Novem ber 28, 201 8

NOTES

10

SIDEWALK STA. 133+80.22 OFF. 26.76' LT

8

SIDEWALK STA. 133+54.00 OFF. 30.74' LT

LEXINGTON

AND TWOOD L E E L F C L NT, L ME MANAGE NGTON XI E R L ATE YMCA OF GRE 2 5 .2 PG 3 7 B. 4 D. LT. STA. 132+00 TO STA. 135+00

2 5 3 PG. 2 7 B. 4 D.

CONST. 300 L.F. STD. CURB AND GUTTER (MOD.) 5 7 3 PG. 2 7 B. 4 D.

5 7 3 PG. 2 7 B. 4 D.

4 PG. 602 B. 69 D. LT. STA. 133+53 CONST. 21 S.F. DETECTABLE WARNINGS

4 PG. 602 B. 69 D.

6 2 5 PG. 2 7 B. 9 D.

6 2 5 PG. 2 7 B. 9 D.

1 2 G. 5 P 3 4 3 B. 1 D. LT. STA. 133+53

1 2 3 PG. 5 4 3 B. 1 D.

9 8 6 PG. 4 4 3 B. 1 D.

9 8 6 PG. 4 4 3 B. 1 D.

2 5 68 PG. 2 5 B. 2 D.

CONST. 16 S.F. DETECTABLE WARNINGS

LT. STA. 133+81 CONST. 14 S.F. DETECTABLE WARNINGS

LT. STA. 133+81 CONST. 16 S.F. DETECTABLE WARNINGS

0'

10'

20'

40'

BIKE PATH

11 STA. 134+43.76 OFF. 4.50' LT

12

SIDEWALK STA. 134+48.32 OFF. 26.72' LT

13

BENCH CORNER STA. 134+66.53 OFF. 18.36' LT

LAYOUT PLAN TOWN BRANCH COMMONS STA. 132+00 TO STA. 135+00


37+00 1 ST

7'

11

PL ANTI NG ARE A

4 12

16

13

8'

9

8.5'

PEDESTRIAN PATH

3

8

8'

15 10

14

38+00 TA. 1 S C B T HLINE M ATC

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-48.DGN

M ATCHL INE TBC STA. 1 35+00

PL ANTI NG ARE A

BIKE PATH

REA NG A TI N A L P

BIKE PATH

6

7 LIGHT SHADED AREA INDICATES PAVING ACTIVITIES WILL TAKE PLACE

E.VI NE S T

LEGEND

H4

H5

FLUSH CURB PAVER

PRECAST CONCRETE WALL

H6

SIGNATURE WALL

H7

VEHICULAR WALL

H8

TYPICAL WALL

SEE HARDSCAPE AND MATERIAL SHEETS FOR WALL AND TRANSITION DETAILS

DATE PLOTTED: Novem ber 28, 201 8

NOTES 1

2

14

STA. 135+19.04 OFF. 13.00' LT

4

SIDEWALK-PC STA. 135+80.78 OFF. 22.83' LT

5

STA. 136+64.25 OFF. 560.44' LT R = 536.96'

6

BIKE PATH STA. 136+27.44 OFF. 4.81' LT

7

BACK OF CURB-PC STA. 136+38.76 OFF. 1.58' LT

10

16

NE D VI OL CONDOM C. G S P.

BACK OF CURB-PT STA. 137+46.25 OFF. 1.58' LT

AND TWOOD L E E L F BENCH CORNER BIKE PATH C L L , T N STA. 135+08.62 STA. 137+56.04 E 15 M E G A N A M OFF. 16.23' LT OFF. 6.74' LT 2 5 2 . 68 PG 5 .2 B BIKE PATH SIDEWALK-PT . D

E-SHEET NAME: R00505PL

3

BENCH CORNER STA. 135+00.63 OFF. 16.58' LT

Mi croStati on v8.1 1 .9.71 4

USER: hol tonr

148

PEDESTRIAN PATH

8'

8.5'

2

SHEET NO.

FAYETTE

RO SE

BENCH; SEE SHEET 635, DETAIL 5

1

ITEM NO.

38+00 1

1 36+00

1 35+00

1 35+00

5

COUNTY OF

STA. 137+41.33 OFF. 22.09' LT

NC. ON, I TI A R O P R O C T S E W X E L 8 8 4 PG. 5 2 2 B. 3 D. LT. STA. 135+00 TO STA. 136+61.51 8 CONST. 209 L.F. STD. CURB AND GUTTER (MOD.) . 67 C. F SL P. . 61 C. H SL P. LT. STA. 136+53

CONST. 70 S.F. DETECTABLE WARNINGS

LT. STA. 137+37.61 TO STA. 138+00 CONST. 109 L.F. STD. CURB AND GUTTER (MOD.)

8

STA. 136+38.76 OFF. 16.58' LT R = 15.00'

9

SIDEWALK-PT STA. 136+45.26 OFF. 23.22' LT BACK OF CURB-PT STA. 136+54.20 OFF. 15.00' LT

LT. STA. 137+32 CONST. 46 S.F. DETECTABLE WARNINGS

0'

10'

20'

40'

BACK OF CURB-PC

11 STA. 137+32.20 OFF. 20.66' LT

12

SIDEWALK STA. 137+34.79 OFF. 21.92' LT

13

STA. 137+46.05 OFF. 16.58' LT R = 15.00'

LAYOUT PLAN TOWN BRANCH COMMONS STA. 135+00 TO STA. 138+00


40+00 1

149

FAYETTE

1 38+00

30

SHEET NO.

+00 41 1

39+00 1

1 38+00

21

ITEM NO.

COUNTY OF

IP

IP NG DI L BUI 40

27

42

45

BENCH; SEE SHEET 635, DETAIL 5

8'

3 10

A NG ARE ANTI PL

14

17

32

28

E PATH K BI

22

39

34 36

38

37

E .VI NE ST

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-49.DGN

LIGHT SHADED AREA INDICATES PAVING ACTIVITIES WILL TAKE PLACE

9

13 23

R=1.5' (TYP.)

24 8

PL ANTI NG ARE A

5

ST

SIDEWALK

VI N

20

O

7

E

16

LD

LD

35

26

O

IN V

12

E

PL ANTI NG ARE A

T S

H4

4

FOR WALL AND TRANSITION DETAILS

NE VI

PRECAST CONCRETE

19 6

11

18

MATCHLINE A

WALL

H6

SIGNATURE WALL

H7

VEHICULAR WALL

H8

TYPICAL WALL

ST

DATE PLOTTED: Novem ber 28, 201 8

25

D OL

USER: hol tonr

FLUSH CURB PAVER

H5

1 SEE HARDSCAPE AND MATERIAL SHEETS

LEGEND

MATCHLINE A

15

E-SHEET NAME: R00505PL

43

A NG ARE ANTI PL

2

Mi croStati on v8.1 1 .9.71 4

44

41

+00 41 MATCHLINE TBC STA. 1

BIKE PATH

31

46

8'

8.5'

A NG ARE ANTI PL

29

33

8'

MATCHLINE TBC STA. 1 38+00

AN PATH STRI DE PE

6.5'

AN PATH STRI DE PE

7.33'

7.33'

MAG

NOTES 1

2

3

4

5

6

7

8

STA. 137+49.99 OFF. 249.62' RT R = 239.42'

11 OFF. 114.64' RT

STA. 138+44.81 OFF. 135.55' RT R = 146.00'

12

BIKE PATH-PC STA. 138+44.79 OFF. 10.45' LT

13

STA. 138+44.00 OFF. 81.68' RT R = 60.50'

14

BACK OF CURB-PC STA. 138+53.94 OFF. 35.45' RT

15

STA. 137+89.21 OFF. 128.38' RT R = 119.42' BACK OF CURB-PT STA. 138+68.12 OFF. 43.87' RT BACK OF CURB-PT/PC STA. 138+63.76 OFF. 24.50' RT

STA. 138+10.36

STA. 139+13.87

21 OFF. 158.50' LT

R = 110.50'

16

17

R = 154.00'

BACK OF CURB-PC STA. 138+76.40 OFF. 51.01' RT

22 STA. 139+13.87

BACK OF CURB-DEFLECTION STA. 138+76.00 OFF. 21.58' RT

23 STA. 139+24.37

BACK OF CURB STA. 138+76.10 OFF. 1.58' LT

24 STA. 139+25.58

BACK OF CURB-PT STA. 138+86.57 OFF. 65.74' RT

25 OFF. 66.03' RT

BACK OF CURB-PT/PC STA. 138+90.91 OFF. 43.48' RT BIKE PATH-PT STA. 138+96.32 OFF. 5.50' LT

BENCH CORNER

31 STA. 139+94.89 OFF. 19.15' LT

BIKE PATH-PT

OFF. 16.77' LT

BENCH CORNER

33 STA. 140+02.89

OFF. 23.94' RT BACK OF CURB-PT

BIKE PATH-PC

34 STA. 140+12.53

OFF. 26.23' RT /PC

STA. 140+25.19

35 OFF. 138.28' RT

RT. STA. 138+76.85 TO STA. 138+87.07

CONST. 38 S.F. DETECTABLE WARNINGS

CONST. 18 L.F. HEADER CURB

BIKE PATH

AND 6 L.F. HEADER CURB LT. STA. 140+74.65 TO STA. 141+00

STA. 140+89.88

CONST. 64 L.F. STD. CURB AND GUTTER (MOD.)

BIKE PATH-PT STA. 140+24.72 OFF. 7.00' LT

WALL CENTERLINE STA. 140+90.25 OFF. 18.80' LT

28 STA. 139+83.56

BIKE PATH-PC

BIKE PATH

OFF. 4.50' LT

OFF. 7.00' LT

19

BACK OF CURB-PT/PC STA. 139+13.25 OFF. 78.43' RT

29

BENCH CORNER STA. 139+86.89 OFF. 19.14' LT

39

STA. 140+33.37 OFF. 8.93' LT R = 15.00'

20

BACK OF CURB-PT/PC STA. 139+14.60 OFF. 49.18' RT

30

STA. 139+83.56 OFF. 158.50' LT R = 154.00'

40

EDGE OF PAVING STA. 140+46.48 OFF. 26.49' LT

38 STA. 140+34.05

46

CONST. 205 L.F. HEADER CURB RT. STA. 138+82

45 OFF. 16.58' LT

STA. 140+28.19 OFF. 89.40' RT R = 120.50'

37

RT. STA. 138+62.28 TO STA. 138+26.07

OFF. 15.51' LT

R = 15.00'

BACK OF CURB-PC STA. 140+32.64 OFF. 6.05' RT

CONST. 17 L.F. HEADER CURB

LT. STA. 140+48

R = 145.27'

BENCH CORNER STA. 139+78.89 OFF. 19.14' LT

CONST. 299 L.F. STD. CURB AND GUTTER (MOD.)

OFF. 1.58' LT

R = 50.50'

36

RT. STA. 138+54.22 TO STA. 138+68.43

44 STA. 140+90.25

OFF. 6.45' LT

STA. 139+62.21

LT. STA. 138+00 TO STA. 140+49.10

BACK OF CURB-PT

43 STA. 140+89.88

OFF. 19.15' LT

BACK OF CURB-PT/PC STA. 139+10.37 OFF. 79.26' RT

18

BACK OF CURB-PC

42 STA. 140+74.89

OFF. 5.09' LT

BACK OF CURB-PC

27

OFF. 8.84' LT

BIKE PATH-PT

32 STA. 139+96.97

OFF. 4.50' LT

26

BACK OF CURB-PT

41 STA. 140+48.37

LT. STA. 140+75

CONST. 12 S.F. DETECTABLE WARNINGS

CONST. 40 S.F. DETECTABLE WARNINGS RT. STA. 138+95 LT. STA. 138+34

CONST. 20 S.F. DETECTABLE WARNINGS

CONST. 12 S.F. DETECTABLE WARNINGS RT. STA. 139+19 LT. STA. 138+34

CONST. 20 S.F. DETECTABLE WARNINGS

0'

10'

20'

40'

CONST. 17 S.F. DETECTABLE WARNINGS LT. STA. 138+60 CONST. 12 S.F. DETECTABLE WARNINGS

9

BACK OF CURB-PT STA. 138+64.25 OFF. 21.58' RT

LT. STA. 138+60 CONST. 16 S.F. DETECTABLE WARNINGS

10

BIKE PATH-PT STA. 138+61.45 OFF. 9.50' LT

LAYOUT PLAN TOWN BRANCH COMMONS STA. 138+00 TO STA. 141+00


43+00 1

SHEET NO.

150

FAYETTE

0 44+0 1

1 42+00

1 41 +00

5

ITEM NO.

COUNTY OF

19

8

WATER ST

0 44+0 1

18

1 41 +00

20

0 44+0 1 . A ST

PEDESTRIAN PATH

14

PL ANTI NG ARE A

3 4

11

15

17

12

22

6 BIKE PATH

24

8'

1

W ATER ST

6.5'

16

10 7

9

PL ANTI NG ARE A

13

21

TBC LINE H C M AT

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-50.DGN

MATCHLINE TBC STA. 1 41 +00

23

LEGEND

H3

LIGHT SHADED AREA INDICATES PAVING ACTIVITIES WILL TAKE PLACE

E .VI NE ST

H4

H5

2

TOWN BRANCH PAVER BANDING

FLUSH CURB PAVER

PRECAST CONCRETE WALL

H6

SIGNATURE WALL

H7

VEHICULAR WALL

H8

TYPICAL WALL

SEE HARDSCAPE AND MATERIAL SHEETS FOR WALL AND TRANSITION DETAILS

BIKE PATH-PC STA. 141+01.10 OFF. 15.51' LT

14

BACK OF CURB-PT STA. 143+47.10 OFF. 14.49' LT

2

STA. 141+01.13 OFF. 138.49' RT R = 154.00'

15

BACK OF CURB-PC STA. 143+72.07 OFF. 19.13' LT

3

BIKE PATH-PT STA. 141+18.00 OFF. 14.58' LT

16

BACK OF CURB-PT STA. 143+73.17 OFF. 26.63' LT

4

BIKE PATH-PC STA. 141+24.40 OFF. 13.88' LT

17

EDGE OF PAVING-PC STA. 143+74.13 OFF. 18.65' LT

5

STA. 141+40.40 OFF. 159.00' LT R = 146'

18

BACK OF CURB-PC STA. 143+85.53 OFF. 60.83' LT

E-SHEET NAME: R00505PL

BIKE PATH-PT STA. 141+40.40 OFF. 13.00' LT

19

BACK OF CURB STA. 143+92.12 OFF. 70.78' LT

CONST. 94 L.F. STD. CURB AND GUTTER (MOD.)

6

BIKE PATH-PC STA. 142+66.98 OFF. 13.00' LT

20

STA. 143+67.21 OFF. 237.19' LT R = 218.65'

LT. STA. 143+73

7

8

STA. 142+66.98 OFF. 155.00' LT R = 142.00'

21 STA. 143+88.00

BIKE PATH-PT STA. 142+83.42 OFF. 13.00' LT

22 OFF. 16.58' LT

10

BIKE PATH STA. 143+20.47 OFF. 13.00' LT

23 OFF. 38.19' RT

USER: hol tonr

DATE PLOTTED: Novem ber 28, 201 8

1

Mi croStati on v8.1 1 .9.71 4

NOTES

LT. STA. 141+00 TO STA. 143+50.42 CONST. 275 L.F. STD. CURB AND GUTTER (MOD.)

LT. STA. 143+46 CONST. 36 S.F. DETECTABLE WARNINGS

9

WALL CENTERPOINT

11 STA. 143+20.62 OFF. 14.44' LT

12

STA. 143+32.24 OFF. 16.58' LT R = 15.00'

13

BACK OF CURB-PC STA. 143+32.24 OFF. 1.58' LT

LT. STA. 143+91.78 TO STA. 144+00

CONST. 27 S.F. DETECTABLE WARNINGS

BACK OF CURB-PT OFF. 1.58' LT STA. 143+88.00 R = 15.00' STA. 145+08.24 R = 150.00'

0'

10'

20'

40'

BIKE PATH

24 STA. 143+99.17 OFF. 5.65' LT

LAYOUT PLAN TOWN BRANCH COMMONS STA. 141+00 TO STA. 144+00


00 + 6 14

144 +0 0

T S A E

ITEM NO.

SHEET NO.

IN A

T S

9

7

COUNTY OF

M

12 10

13 4

00 + 6 14

45+00 1

9 1 T 1 E E NE SH I L MATCH 23

17

151

FAYETTE

26

24

21

28 19 20

STA. 145+74.51

16 25

WA TE RS T

15

BENCH; SEE SHEET 635, DETAIL 4 (TYP.)

STA. 145+56.82

3 27

11

STA. 145+32.57

1

8'

6 PEDESTRIAN PATH

NG TI N A PL

STA. 145+15.31

18

ST A. 144 +0 0

BIKE PATH

2

5

EA AR

22 8 14

. E

TB C

PLANTING AREA

M T S

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-51 .DGN

IN

MA TC HL IN E

A

ST NE I V E.

LIGHT SHADED AREA INDICATES PAVING ACTIVITIES WILL TAKE PLACE

LEGEND

H4

H5

SEE HARDSCAPE AND MATERIAL SHEETS

FLUSH CURB PAVER

PRECAST CONCRETE WALL

H6

SIGNATURE WALL

H7

VEHICULAR WALL

H8

TYPICAL WALL

FOR WALL AND TRANSITION DETAILS

14

BIKE PATH-PT/PC STA. 144+15.23 OFF. 5.77' LT

15

EDGE OF PAVEMENT-PT STA. 144+13.18 OFF. 19.54' LT

16

STA. 143+67.21 OFF. 237.19' LT R = 218.65'

17

5

WALL CENTERLINE-PC STA. 144+28.84 OFF. 2.33' LT

18

WALL CENTERLINE-PC STA. 145+12.14 OFF. 17.53' LT

E-SHEET NAME: R00505PL

6

EDGE OF PAVEMENT-PC STA. 144+22.44 OFF. 19.58' LT

19

EDGE OF PAVEMENT-PT STA. 145+17.54 OFF. 39.17' LT

7

STA. 144+04.30 OFF. 155.64' LT R = 150.00'

20

STA. 143+72.79 OFF. 236.00' LT R = 233.67'

8

BIKE PATH-PT/PC STA. 144+46.75 OFF. 6.08' LT

21 OFF. 189.72' LT

STA. 143+54.12 OFF. 297.86' LT R = 294.52'

22 STA. 145+42.28

10

STA. 144+24.85 OFF. 107.22' LT R = 87.66'

23 OFF. 177.29' LT

USER: hol tonr

DATE PLOTTED: Novem ber 28, 201 8

BIKE PATH-PC STA. 144+01.50 OFF. 5.64' LT

Mi croStati on v8.1 1 .9.71 4

NOTES 1

2

3

4

9

13

EDGE OF PAVEMENT-PT STA. 144+98.12 OFF. 33.32' LT

28 STA. 146+08.27

EDGE OF PAVEMENT-PC STA. 145+07.57 OFF. 35.67' LT STA. 144+96.79 OFF. 64.46' LT R = 30.00'

BACK OF CURB-PC OFF. 1.58' LT BIKE PATH OFF. 19.47' LT

LT. STA. 144+00 TO STA. 146+28.81 CONST. 230 L.F. STD. CURB AND GUTTER (MOD.)

LT. STA. 146+27 CONST. 19 S.F. DETECTABLE WARNINGS

R = 183.82' WALL CENTERLINE-PT OFF. 2.33' LT STA. 143+97.31 R = 168.82'

0'

10'

20'

40'

WALL CENTERLINE-PT

24 STA. 145+86.12

OFF. 24.35' LT

12

27 STA. 145+93.99

STA. 144+43.26

EDGE OF PAVEMENT-PT/PC

11 STA. 144+65.77

BIKE PATH-PT/PC STA. 144+89.98 OFF. 7.03' LT

OFF. 31.62' LT

STA. 143+11.19 OFF. 209.94' LT R = 221.56'

25 STA. 145+90.48

BIKE PATH-PT

STA. 144+50.30 OFF. 183.50' LT R = 177.43'

STA. 145+93.99 OFF. 46.58' LT R = 45.00'

OFF. 16.62' LT

26

LAYOUT PLAN TOWN BRANCH COMMONS STA. 144+00 TO STA. 146+39.65


0 +0 1 50

H4

FLUSH CURB PAVER

WALL

5 H6

SIGNATURE WALL

H7

VEHICULAR WALL

SHEET NO.

152

FAYETTE

PRECAST CONCRETE

H5

ITEM NO.

502+00

LEGEND

COUNTY OF

14 13

TYPICAL WALL

MIDLAND AVE. STA. 500+24.09 (AHEAD) = VINE ST. STA. 146+39.65, 30.05' LT. (BACK)

7 4' 1

MULTI-USE PATH

. E M A

A NG ARE ANTI PL

IN

15

T S 4

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-52.DGN

6

1

D AN L D MI

E AV

LIGHT SHADED AREA INDICATES PAVING ACTIVITIES WILL TAKE PLACE

2 8"

2+00 TBC STA. 50 M ATCHLINE

H8

16

3 8

SEE HARDSCAPE AND MATERIAL SHEETS FOR WALL AND TRANSITION DETAILS

0 0 6+ 4 1

9 12

10

MATCHLINE SHEET 118

11

EDGE OF PAVING STA. 145+98.06 OFF. 62.83' LT

14

MULTI-USE PATH-PT STA. 501+76.69 OFF. 23.55' LT

2

STA. 145+93.99 OFF. 46.58' LT R = 45.00'

15

BACK OF CURB-PT/DEFLECTION STA. 501+68.34 OFF. 1.58' LT

3

BACK OF CURB-PT STA. 146+36.78 OFF. 23.34' LT

16

STA. 501+95.33 Off 299.79' RT R = 302.58'

4

BACK OF CURB-PC STA. 500+42.20 OFF. 41.27' LT

5

STA. 500+92.99 OFF. 56.58' LT R = 55.00'

LT. STA. 146+28.81 TO STA. 145+90.91

LT. STA. 500+35.40 TO STA. 502+00

CONST. 125 L.F. STD. CURB AND GUTTER (MOD.)

CONST. 200 L.F. STD. CURB AND GUTTER (MOD.)

LT. STA. 146+34

LT. STA. 500+54

CONST. 32 S.F. DETECTABLE WARNINGS

CONST. 40 S.F. DETECTABLE WARNINGS

LT. STA. 500+74

6

BACK OF CURB-PT STA. 500+92.99 OFF. 1.58' LT

CONST. 19 S.F. DETECTABLE WARNINGS

E-SHEET NAME: R00505PL

1

MULTI-USE PATH-PC STA. 501+33.78 OFF. 23.85' LT

RT. STA. 501+34.95 TO STA. 501+40.54

7

8

FACE OF CURB-PC STA. 501+34.95 OFF. 54.13' RT

9

STA. 501+36.09 OFF. 59.04' RT R = 5.00'

Mi croStati on v8.1 1 .9.71 4

USER: hol tonr

DATE PLOTTED: Novem ber 28, 201 8

NOTES

10

FACE OF CURB-PT STA. 501+40.54 OFF. 62.56' RT

CONST. 13 L.F. HEADER CURB

0'

10'

20'

40'

STA. 500+65.65

11 OFF. 349.70' RT R = 375.68'

12

STA. 501+76.59 OFF. 140.38' RT R = 163.94'

13

MULTI-USE PATH-PT/PC STA. 501+62.36 OFF. 23.43' LT

LAYOUT PLAN TOWN BRANCH COMMONS STA. 500+24.09 TO STA. 502+00


ITEM NO.

COUNTY OF

SHEET NO.

153

4

505+00

FAYETTE

502+00

2

504+00

503+00

502+00

3 5 PG. 63 9 4 B. 1 D.

1

1 4'

MULTI-USE PATH

PLANTING AREA

MATCHLINE TBC STA. 505+00

5

4' 1

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-53.DGN

M ATCHLI NE TBC STA. 50 2+00

3

MULTI-USE PATH

PLANTING AREA

6

MIDLAND AVE

S CATE NDI A I D ARE ADE T SH GH I L ACE E PL L TAK L S WI E TI VI NG ACTI PAVI

LEGEND

H4

H5

SEE HARDSCAPE AND MATERIAL SHEETS FOR WALL AND TRANSITION DETAILS

FLUSH CURB PAVER

PRECAST CONCRETE WALL

H6

SIGNATURE WALL

H7

VEHICULAR WALL

H8

TYPICAL WALL

Mi croStati on v8.1 1 .9.71 4

E-SHEET NAME: R00505PL

USER: hol tonr

DATE PLOTTED: Novem ber 28, 201 8

NOTES 1

MULTI-USE PATH-PC STA. 502+56.54 OFF. 23.51' LT

2

STA. 502+56.69 OFF. 259.58' LT R = 236.07'

3

MULTI-USE PATH-PT STA. 502+80.01 OFF. 23.54' LT

4

STA. 504+79.58 OFF. 98.05' LT R = 75.00'

5

MULTI-USE PATH-PC STA. 504+88.17 OFF. 23.55' LT

6

BACK OF CURB-DEFLECTION STA. 502+68.68 OFF. 1.58' LT

LT. STA. 502+00 TO STA. 505+00 CONST. 300 L.F. STD. CURB AND GUTTER (MOD.)

0'

10'

20'

40'

LAYOUT PLAN TOWN BRANCH COMMONS STA. 502+00 TO STA. 505+00


FLUSH CURB PAVER

PRECAST CONCRETE

H5

WALL

BOTTOM OF SHEET

' 5

VEHICULAR WALL

H8

TYPICAL WALL

' 5

O

A E R A

H S

508+00

G IN T N A L P

. E R T

17

T S

24

2

16

14

S CATE NDI A I D ARE ADE T SH GH I L ACE E PL L TAK L S WI E TI VI NG ACTI PAVI

4

8

5

22

6 21 7 10

1

3

13 19

1 4'

4' 1

1 4'

15

00 C STA. 508+ M ATCHLINE TB

M ATCHLINE T BC STA. 505+ 505 0+ 0 00

154

FAYETTE

11 H7

SHEET NO.

MATCHLINE SEE INSET AT

SIGNATURE WALL

H6

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-54.DGN

ITEM NO.

COUNTY OF

20

508+00

H4

507+00

506+00

505+00

LEGEND

12

23

PLANTING AREA

18

616 CL 966

615 CL 965

611 CL 964

614 CL 965 612 613

CL

CL

964

965

MIDLAND AVE

9

Mi croStati on v8.1 1 .9.71 4

E-SHEET NAME: R00505PL

USER: hol tonr

DATE PLOTTED: Novem ber 28, 201 8

NOTES

1

MULTI-USE PATH-DEFLECTION STA. 505+01.44 OFF. 23.55' LT

13

EDGE OF PAVING-PC STA. 506+84.08 OFF. 22.43' LT

2

STA. 504+79.58 OFF. 98.05' LT R = 75.00'

14

STA. 506+78.80 OFF. 50.15' LT R = 28.20'

3

MULTI-USE PATH-PT STA. 505+32.53 OFF. 24.15' LT

4

5

15

MULTI-USE PATH-DEFLECTION STA. 506+90.75 OFF. 22.25' LT

SIDEWALK-PT STA. 505+29.96 OFF. 41.82' LT

16

EDGE OF PAVING-PT/PC STA. 507+07.65 OFF. 51.34' LT

SIDEWALK-PC STA. 505+34.02 OFF. 37.20' LT

17

BACK OF CURB-PT STA. 507+23.41 OFF. 78.40' LT

6

STA. 505+40.87 OFF. 29.82' LT R = 10.00'

7

MULTI-USE PATH-DEFLECTION STA. 506+14.93 OFF. 23.59' LT

8

STA. 506+43.66 OFF. 44.53' LT R = 62.94'

9

STA. 506+60.03 OFF. 10.71' RT R = 150.00'

21 STA. 507+56.18

MULTI-USE PATH-DEFLECTION STA. 506+66.09 OFF. 22.82' LT

22 STA. 507+57.97

10

18

BACK OF CURB-PT/PC STA. 507+38.18 OFF. 1.58' LT

19

STA. 507+38.18 OFF. 21.58' LT R = 20.00'

20

BACK OF CURB-PC STA. 507+44.08 OFF. 114.80' LT

12

LT. STA. 505+00 TO STA. 506+79.49 CONST. 390 L.F. STD. CURB AND GUTTER (MOD.)

LT. STA. 507+34.20 CONST. 20 S.F. DETECTABLE WARNINGS AND 6 L.F. HEADER CURB

LT. STA. 507+58.11 CONST. 28 S.F. DETECTABLE WARNINGS

MAG

LT. STA. 507+43.80 TO STA. 508+00 CONST. 94 L.F. STD. CURB AND GUTTER (MOD.)

MATCHLINE SEE TOP OF SHEET ON NORTH SIDE OF SHORT STREET

MULTI-USE PATH OFF. 22.50' LT

0'

10'

20'

40'

BACK OF CURB-PT/PC OFF. 24.64' LT

EDGE OF PAVING-PT

11 STA. 506+74.86

NOTE: SEE SHEETS 121a FOR STATION, OFFSET AND ELEVATION POINTS ON SOUTH SIDE OF MIDLAND AVENUE

BACK OF CURB-PC

23 STA. 505+01.76

OFF. 99.78' LT

OFF. 1.58' LT

STA. 506+78.57 OFF. 11.52' LT R = 80.00'

STA. 507+41.11 OFF. 2,158.50' LT R = 2,156.92

24

LAYOUT PLAN TOWN BRANCH COMMONS STA. 505+00 TO STA. 508+00


ITEM NO.

SHEET NO.

51 1 +00

51 0+00

155

FAYETTE

51 1 +00

509+00

508+00

ST

COUNTY OF

16 18

EA AR

BENCH; SEE SHEET 635, DETAIL 5

13

STA. 508+40.32

10 6 5 STA. 508+56.19

7

4' 1

4

14 12

PLANTING AREA

9

2 MULTI-USE PATH

MULTI-USE PATH

1 4'

17

15

PLANTING AREA

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-55.DGN

3

TBC STA. 5 1 1 +00

PLANTING AREA

M ATCHLINE

NG TI AN PL

1

MATCHLINE TBC STA. 508+00

11

PLANTING AREA

LEGEND

MI DL AND AVE

H4

S CATE NDI A I D ARE ADE T SH GH I L ACE E PL L TAK L S WI E TI VI NG ACTI PAVI

H5

SEE HARDSCAPE AND MATERIAL SHEETS FOR WALL AND TRANSITION DETAILS

8

FLUSH CURB PAVER

PRECAST CONCRETE WALL

H6

SIGNATURE WALL

H7

VEHICULAR WALL

H8

TYPICAL WALL

19

E-SHEET NAME: R00505PL

USER: hol tonr

DATE PLOTTED: Novem ber 28, 201 8

NOTES 1

STA. 506+60.03 OFF. 10.71' RT R = 148.42'

14

WALL CENTERLINE-PC STA. 510+42.07 OFF. 35.93' LT

2

BACK OF CURB-PT/PC STA. 508+07.07 OFF. 17.78' LT

15

STA. 510+57.36 OFF. 11.06' LT R = 29.25'

3

BACK OF CURB-PT/PC STA. 508+26.60 OFF. 1.58' LT

16

WALL CENTERLINE-PT STA. 510+57.87 OFF. 40.30' LT

4

STA. 508+26.60 OFF. 21.58' LT R = 40.00'

17

MULTI-USE PATH STA. 510+95.87 OFF. 20.42' LT

NOTE: SEE SHEETS 155a FOR LAYOUT POINTS ON SOUTH SIDE OF MIDLAND AVENUE

LT. STA. 508+00 TO STA. 511+00 CONST. 326 L.F. STD. CURB AND GUTTER (MOD.)

LT. STA. 508+06 CONST. 29 S.F. DETECTABLE WARNINGS

5

MULTI-USE PATH STA. 508+35.91 OFF. 29.05' LT

18

WALL CENTERLINE STA. 510+95.96 OFF. 39.83' LT

6

MULTI-USE PATH-DEFLECTION STA. 508+61.38 OFF. 28.90' LT

19

STA. 511+75.28 OFF. 3,641.50' RT R = 3,643.08

AND 6 L.F. HEADER CURB

LT. STA. 508+31 CONST. 20 S.F. DETECTABLE WARNINGS AND 6 L.F. HEADER CURB

7

MULTI-USE PATH-PC STA. 509+07.99 OFF. 29.08' LT

8

STA. 509+20.51 OFF. 884.85' RT R = 914.00'

9

MULTI-USE PATH-PT STA. 510+09.83 OFF. 25.82' LT

LT. STA. 509+65 CONST. 28 S.F. DETECTABLE WARNINGS

LT. STA. 509+95

Mi croStati on v8.1 1 .9.71 4

CONST. 28 S.F. DETECTABLE WARNINGS

10

WALL CENTERLINE STA. 510+10.30 OFF. 26.55' LT

0'

10'

20'

40'

STA. 510+17.99

11 OFF. 55.31' LT R = 29.25'

12

WALL CENTERLINE-PC STA. 510+15.90 OFF. 26.13' LT

13

WALL CENTERLINE-PT STA. 510+33.03 OFF. 30.33' LT

LAYOUT PLAN TOWN BRANCH COMMONS STA. 508+00 TO STA. 511+00


51 3+00

ITEM NO.

COUNTY OF

SHEET NO.

156

FAYETTE

51 4+00

51 2+00

+00 1 51

+00 1 51

9

A R R ST 8

A E R A

2

G IN T N A L P 7

10

12 14

5

4

MULTI-USE

1 4'

4' 1

+00 1 MATCHLINE TBC STA. 51

L

3

PATH

MULTI-USE

MATCHLINE TBC STA. 51 4+00

O C

51 4+00

15

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-56.DGN

PATH

1 6

PLANTING AREA

LEGEND

H4 S CATE NDI A I D ARE ADE T SH GH I L ACE E PL L TAK L S WI E TI VI NG ACTI PAVI

MI DL AND AVE H5

FLUSH CURB PAVER

13

PRECAST CONCRETE WALL

H6

SIGNATURE WALL

H7

VEHICULAR WALL

H8

TYPICAL WALL

SEE HARDSCAPE AND MATERIAL SHEETS FOR WALL AND TRANSITION DETAILS

11

1

BACK OF CURB-PC STA. 511+04.64 OFF. 1.58' LT

14

MULTI-USE PATH-PT/PC STA. 513+71.64 OFF. 21.15' LT

2

STA. 511+04.64 OFF. 26.58' LT R = 25.00'

15

STA. 514+11.36 OFF. 547.69' LT R = 528.04'

3

BACK OF CURB-PT STA. 511+25.69 OFF. 39.76' LT

4

E-SHEET NAME: R00505PL

5

6

Mi croStati on v8.1 1 .9.71 4

USER: hol tonr

DATE PLOTTED: Novem ber 28, 201 8

NOTES

10

LT. STA. 511+00 TO STA. 511+19.78 CONST. 41 L.F. STD. CURB AND GUTTER (MOD.)

BACK OF CURB-PC STA. 511+76.34 OFF. 8.57' LT

LT. STA. 511+25

STA. 511+89.02 OFF. 16.58' LT R = 15.00'

LT. STA. 511+51.16 TO STA. 514+00

BACK OF CURB-PT STA. 511+89.02 OFF. 1.58' LT

LT. STA. 511+73

7

MULTI-USE PATH-PC STA. 511+97.19 OFF. 19.69' LT

8

WALL CENTERLINE STA. 511+97.23 OFF. 39.09' LT

9

STA. 511+97.01 OFF. 772.34' LT R = 752.64' MULTI-USE PATH-PT/PC STA. 512+51.34 OFF. 21.66' LT

CONST. 36 S.F. DETECTABLE WARNINGS

CONST. 274 L.F. STD. CURB AND GUTTER (MOD.)

CONST. 34 S.F. DETECTABLE WARNINGS

0'

10'

20'

40'

STA. 513+07.63

11 OFF. 756.16' RT R = 779.85'

12

MULTI-USE PATH-PT/PC STA. 513+45.93 OFF. 22.75' LT

13

STA. 512+97.53 OFF. 961.59' RT R = 985.53'

LAYOUT PLAN TOWN BRANCH COMMONS STA. 511+00 TO STA. 514+00


51 4+00

COUNTY OF

ITEM NO.

SHEET NO.

1 157

CO SE

51 7+00

6+00 51

5+00 51

E.

51 4+00

FAYETTE

N D ST

6

3

PLANTING AREA

11

5 8

BENCH; SEE SHEET 635, DETAIL 5

12 2

STA. 515+76.92

7

STA. 515+92.91

PLANTING AREA

13

STA. 516+08.90

1 4'

4' 1

1 4'

10

MULTI-USE PATH

MULTI-USE PATH

PLANTING AREA

4

PLANTING AREA

9

15

MATCHLINE TBC STA. 51 7+00

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-57.DGN

MATCHLINE TBC STA. 51 4+00

PLANTING AREA

14

LEGEND

MI DL AND AVE

S CATE NDI A I D ARE ADE T SH GH I L ACE E PL L TAK L S WI E TI VI NG ACTI PAVI

H4

H5

SEE HARDSCAPE AND MATERIAL SHEETS FOR WALL AND TRANSITION DETAILS

FLUSH CURB PAVER

PRECAST CONCRETE WALL

H6

SIGNATURE WALL

H7

VEHICULAR WALL

H8

TYPICAL WALL

1

STA. 514+11.36 OFF. 547.69' LT R = 528.04'

14

STA. 516+63.68 OFF. 144.00' RT R = 164.00'

2

MULTI-USE PATH-PT STA. 514+17.40 OFF. 19.69' LT

15

BACK OF CURB-DEFLECTION STA. 516+59.64 OFF. 1.58' LT

3

WALL CENTERLINE STA. 514+17.44 OFF. 38.66' LT

LT. STA. 514+00 TO STA. 514+27.40 CONST. 119 L.F. STD. CURB AND GUTTER (MOD.)

4

BACK OF CURB-PC STA. 514+26.29 OFF. 1.58' LT

LT. STA. 514+47 CONST. 36 S.F. DETECTABLE WARNINGS

5

STA. 514+26.29 OFF. 26.58' LT R = 25.00'

LT. STA. 514+76.91 TO STA. 517+00

E-SHEET NAME: R00505PL

CONST. 246 L.F. STD. CURB AND GUTTER (MOD.)

6

BACK OF CURB-PT STA. 514+47.50 OFF. 39.83' LT

7

BACK OF CURB-PC STA. 514+94.15 OFF. 14.50' LT

8

STA. 515+16.04 OFF. 26.58' LT R = 25.00'

9

BACK OF CURB-PT STA. 515+16.04 OFF. 1.58' LT

Mi croStati on v8.1 1 .9.71 4

USER: hol tonr

DATE PLOTTED: Novem ber 28, 201 8

NOTES

10

LT. STA. 514+97 CONST. 37 S.F. DETECTABLE WARNINGS

MULTI-USE PATH STA. 515+26.10 OFF. 20.00' LT

0'

10'

20'

40'

WALL CENTERLINE

11 STA. 515+26.00 OFF. 35.84' LT

12

MULTI-USE PATH STA. 516+55.60 OFF. 20.00' LT

13

MULTI-USE PATH STA. 516+63.68 OFF. 20.00' LT

LAYOUT PLAN TOWN BRANCH COMMONS STA. 514+00 TO STA. 517+00


39

S ST LEW I

38

PLANTI NG ARE A

34

48

33

LK SIDEW A

A NG ARE PLANTI

RE AVE SHROPSHI

SIDEW A LK

520+00

SANC O

STA. 519+59.15

18

SHEET NO.

FAYETTE

6'

NE I OUTS NORTH OF L L CAL A 5 2 1 T E E H S N O D N U O F E R A

7+00 51

ITEM NO.

520+00

SIDEWALK

51 9+00

8+00 51

7+00 51

14

COUNTY OF

23

22

27 32

26 31

17

37 21

10

25

30

STA. 518+71.55 BENCH; SEE SHEET 635, DETAIL 5 (TYP.)

20

13

24

36

2

29 9

11

15 16

7+00 MATCHLINE TBC STA. 51

4' 1

8 4

6

R = 1' (TYP.)

42

PL ANTI NG ARE A

3

PLANTING AREA

43

46

7

47 28 41 44 40

AND AVE DL MI

S CATE NDI A I D ARE ADE T SH GH I L ACE E PL L TAK L S WI E TI VI NG ACTI PAVI

H4

45

MATCHLINE TBC STA. 520+00

MULTI-USE PATH

1

19

1 3.5'

5

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-58.DGN

35

FLUSH CURB PAVER

LEGEND

H5

PRECAST CONCRETE WALL

H6

SIGNATURE WALL

H7

VEHICULAR WALL

H8

TYPICAL WALL

12

SEE HARDSCAPE AND MATERIAL SHEETS FOR WALL AND TRANSITION DETAILS

1

2

3

4

E-SHEET NAME: R00505PL

5

6

Mi croStati on v8.1 1 .9.71 4

USER: hol tonr

DATE PLOTTED: Novem ber 28, 201 8

NOTES

10

MULTI-USE PATH STA. 517+23.45 OFF. 20.00' LT

14

WALL CENTERLINE STA. 517+24.47 OFF. 28.24' LT

15

BACK OF CURB-PC STA. 517+32.42 OFF. 1.58' LT

16

STA. 517+32.42 OFF. 16.58' LT R = 15.00'

17

BACK OF CURB-PT STA. 517+47.36 OFF. 15.29' LT

18

BACK OF CURB-PC STA. 518+04.93 OFF. 15.39' LT

19

STA. 518+70.89 OFF. 72.33' LT R = 42.18'

27 STA. 519+35.01

BENCH CORNER

MULTI-USE PATH-PT STA. 518+86.26 OFF. 24.38' LT

28 STA. 519+44.65

MULTI-USE PATH-PC STA. 518+86.41 OFF. 24.37' LT

29 OFF. 26.58' LT

FACE OF WALL-PT STA. 518+92.88 OFF. 36.34' LT

30

40

OFF. 56.75' LT BACK OF CURB-PC

BACK OF CURB-PT/PC

41 STA. 519+82.11

OFF. 1.58' LT

OFF. 3.11' LT

STA. 519+44.65

BACK OF CURB-PT/PC

42 STA. 519+85.44

R = 25.00' BENCH CORNER STA. 519+44.67 OFF. 33.26' LT

STA. 519+16.84 OFF. 534.72' LT R = 511.25'

31 STA. 519+44.23

MULTI-USE PATH-PT STA. 519+22.47 OFF. 23.50' LT

32 STA. 519+43.78

BACK OF CURB-PC STA. 519+82.95 OFF. 1.58' LT

OFF. 9.58' LT

LT. STA. 517+00 TO STA. 517+52.26 CONST. 102 L.F. STD. CURB AND GUTTER (MOD.)

BACK OF CURB-PC/PT

43 STA. 519+87.29 OFF. 9.59' LT

BENCH CORNER

LT. STA. 517+46.23 CONST. 31 S.F. DETECTABLE WARNINGS

BACK OF CURB-PT/PC

44 STA. 519+90.71

OFF. 41.24' LT

OFF. 3.12' LT

BENCH CORNER

BACK OF CURB-PT

45 STA. 519+89.87

OFF. 49.23' LT

OFF. 1.58' LT

BENCH CORNER STA. 519+43.33 OFF. 57.22' LT

STA. 519+44.74 OFF. 26.50' LT R = 44.08'

LT. STA. 518+00.22 TO STA. 519+72.08 CONST. 298 L.F. STD. CURB AND GUTTER (MOD.) LT. STA. 519+68.35 CONST. 31 S.F. DETECTABLE WARNINGS AND 6 L.T. HEADER CURB

7

BACK OF CURB-PT STA. 518+19.89 OFF. 1.58' LT

20

BENCH CORNER STA. 519+28.03 OFF. 32.33' LT

33

46

LT. STA. 519+81 TO STA. 519+91 CONST. 31 L.F. STD. CURB AND GUTTER (MOD.)

8

STA. 518+19.89 OFF. 16.58' LT R = 15.00'

BENCH CORNER 21 STA. 519+27.59 OFF. 40.31' LT

9

MULTI-USE PATH STA. 518+29.81 OFF. 24.45' LT

22 STA. 519+27.14

FACE OF WALL STA. 518+29.62 OFF. 27.78' LT

23 STA. 519+26.69

BENCH CORNER

13

STA. 517+96.76 OFF. 840.43' RT R = 866.09' FACE OF WALL-PC STA. 518+73.79 OFF. 30.25' LT

OFF. 25.80' LT

BENCH CORNER

OFF. 27.81' LT

0'

10'

20'

40'

STA. 519+65.15 R = 39.36'

BENCH CORNER

26

R = 50.00'

37 OFF. 36.68' LT

OFF. 32.79' LT

25 STA. 519+35.91

STA. 520+17.80

48 OFF. 66.06' LT

BACK OF CURB-PT

BENCH CORNER

24 STA. 519+36.35

47

STA. 520+29.31 OFF. 26.50' LT R = 44.08'

36 STA. 519+69.62

OFF. 56.29' LT

OFF. 25.41' LT

12

MULTI-USE PATH

35 STA. 519+63.65

OFF. 48.30' LT

MULTI-USE PATH-PC

11 STA. 518+47.05

34

FACE OF WALL-PC STA. 519+43.28 OFF. 69.40' LT

BACK OF CURB-PC

38 STA. 519+67.86

OFF. 40.78' LT

OFF. 63.61' LT

BENCH CORNER STA. 519+35.46 OFF. 48.77' LT

BACK OF CURB-PT STA. 519+68.77 OFF. 75.86' LT

39

LAYOUT PLAN TOWN BRANCH COMMONS STA. 517+00 TO STA. 520+00

158


COUNTY OF

ITEM NO.

SHEET NO.

5 5'

158A

FAYETTE

3

' 3 4

PLANTING

6

AREA

SIDEWALK

5 2 0+00

1

SANC O

5 2 0+00

2 PLANTING AREA

AREA

SEE HARDSCAPE AND MATERIAL SHEETS FOR WALL AND TRANSITION DETAILS

CALLOUTS SOUTH OF LINE ARE FOUND ON SHEETS 1 25 AND 1 26

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-58A.DGN

PLANTING

6'

SIDEWALK

NE ST VI

LEWIS ST

LEWIS ST

LEGEND

LIGHT SHADED AREA INDICATES PAVING ACTIVITIES WILL TAKE PLACE

MULTI-USE

H4

FLUSH CURB PAVER

PATH H5

PRECAST CONCRETE WALL

H6

SIGNATURE WALL

H7

VEHICULAR WALL

H8

TYPICAL WALL

Mi croStati on v8.1 1 .9.71 4

E-SHEET NAME: R00505PL

USER: hol tonr

DATE PLOTTED: Novem ber 28, 201 8

NOTES 1

BACK OF CURB STA. 520+01.39 OFF. 128.05' LT

2

BACK OF CURB-PC STA. 519+88.44 OFF. 106.53' LT

3

BACK OF CURB-PC STA. 520+27.65 OFF. 99.55' LT

4

STA. 520+16.74 OFF. 87.60' LT R = 50.00'

5

STA. 520+54.61 OFF. 57.45' LT R = 50.00'

6

STA. 520+17.80 OFF. 66.06' LT R = 50.00'

LT. STA. 520+01.82 TO STA. 519+72.08 CONST. 50 L.F. STD. CURB AND GUTTER (MOD.)

LT. STA. 520+27.38 TO STA. 520+08.56 CONST. 26 L.F. STD. CURB AND GUTTER (MOD.)

0'

10'

20'

LAYOUT PLAN TOWN BRANCH COMMONS LEWIS STREET

40'


522+00

ITEM NO.

159

FAYETTE

8

PLANTING AREA

523+00

7

TBC STA. 5 20+00

3'

5'

13

BENCH; SEE SHEET 635, DETAIL 5 BENCH; SEE SHEET 635, DETAIL 5

PLANTING AREA PLANTING AREA

8

1 MULTI-USE PATH

STA. 521+25.42

10

18

1 3.5'

STA. 521+09.50

1 4'

M ATCHLINE

3

1 4'

6

STA. 522+61.27 STA. 522+77.17

20

MULTI-USE PATH

A E R A

15

17 A E R A

G IN T N A L P

5

MATCHLINE TBC STA. 523+00

SIDE W ALK

19

2

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-59.DGN

SHEET NO.

523+00

521 +00

520+00

52 520+ 00 0+00

SAN CO

COUNTY OF

4

12

G IN T N A L P

14 19

LEGEND

H4

FLUSH CURB PAVER

MI DL AND AVE

S CATE NDI A I D ARE ADE T SH GH I L ACE E PL L TAK L S WI E TI VI NG ACTI PAVI

H5

11

PRECAST CONCRETE WALL

H6

SIGNATURE WALL

H7

VEHICULAR WALL

H8

TYPICAL WALL

SEE HARDSCAPE AND MATERIAL SHEETS FOR WALL AND TRANSITION DETAILS

BACK OF CURB-PC STA. 520+01.40 OFF. 56.79' LT

14

WALL CENTERLINE-PT STA. 522+10.79 OFF. 8.21' LT

2

BACK OF CURB-PT STA. 520+02.93 OFF. 25.79' LT

15

WALL CENTERLINE-PC STA. 522+19.10 OFF. 13.01' LT

3

STA. 520+29.40 OFF. 26.58' LT R = 25.00'

16

STA. 522+38.72 OFF. 20.99' RT R = 39.25'

4

BACK OF CURB-PT STA. 520+29.40 OFF. 1.58' LT

17

WALL CENTERLINE-PT STA. 522+42.00 OFF. 18.13' LT

5

WALL CENTERLINE STA. 520+40.93 OFF. 2.33' LT

18

MULTI-USE PATH-PT STA. 522+60.04 OFF. 31.07' LT

E-SHEET NAME: R00505PL

6

MULTI-USE PATH STA. 520+40.91 OFF. 29.01' LT

19

STA. 525+12.26 OFF. 2,153.72' LT R = 2,137.58'

7

STA. 520+54.61 OFF. 57.45' LT R = 50.00'

20

MULTI-USE PATH-PC STA. 522+97.14 OFF. 26.99' LT

8

MULTI-USE PATH-PC STA. 520+70.57 OFF. 29.02' LT

9

STA. 520+70.42 OFF. 577.09' LT R = 548.08'

10

USER: hol tonr

DATE PLOTTED: Novem ber 28, 201 8

1

Mi croStati on v8.1 1 .9.71 4

NOTES

LT. STA. 520+08.56 TO STA. 523+00 CONST. 373 L.F. STD. CURB AND GUTTER (MOD.) LT. STA. 520+04 CONST. 29 S.F. DETECTABLE WARNINGS

MULTI-USE PATH-PT/PC STA. 521+27.47 OFF. 32.00' LT

0'

10'

20'

40'

STA. 521+89.61

11 OFF. 561.61' RT R = 596.85'

12

WALL CENTERLINE-PC STA. 521+89.69 OFF. 2.33' LT

13

STA. 521+89.69 OFF. 43.08' LT R = 40.75'

LAYOUT PLAN TOWN BRANCH COMMONS STA. 520+00 TO STA. 523+00


ITEM NO.

FAYETTE

16

11

MULTI-USE PATH

MATCHLINE TBC STA. 526+00

14'

1 3.5'

10 3.5' 1

MATCHLINE TBC STA. 523+00

5

4' 1

4

3.5' 1

2

PLANTING AREA

17

7

3

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-60.DGN

160

PLANTING AREA

PLANTING AREA

MULTI-USE PATH

SHEET NO.

PI STA

18

526+00

6

526+01 .66

525+00

524+00

523+00

1

COUNTY OF

MULTI-USE PATH PLANTING AREA

12

PLANTING AREA PLANTING AREA

13

15

PLANTING AREA

MI DL AND AVE

9

LIGHT SHADED AREA INDICATES PAVING ACTIVITIES WILL TAKE PLACE

14 LEGEND

H4

H5

FLUSH CURB PAVER

PRECAST CONCRETE WALL

H6

SIGNATURE WALL

H7

VEHICULAR WALL

H8

TYPICAL WALL

8

SEE HARDSCAPE AND MATERIAL SHEETS FOR WALL AND TRANSITION DETAILS

1

STA. 523+46.77 OFF. 517.66' LT R = 493.18'

14

STA. 524+95.99 OFF. 171.16' RT R = 207.39'

2

MULTI-USE PATH-PT STA. 523+46.92 OFF. 24.49' LT

15

WALL CENTERLINE-PT STA. 525+25.52 OFF. 2.33' LT

3

MULTI-USE PATH STA. 523+49.53 OFF. 24.49' LT

16

STA. 525+25.23 OFF. 43.24' LT R = 40.91'

4

MULTI-USE PATH STA. 523+81.53 OFF. 24.50' LT

17

MULTI-USE PATH-PT/PC STA. 525+49.27 OFF. 29.27' LT

LT. STA. 523+00 TO STA. 526+00

5

MULTI-USE PATH-PC STA. 523+89.86 OFF. 24.51' LT

18

STA. 526+25.60 OFF. 240.88' LT R = 220.15'

CONST. 300 L.F. STD. CURB AND GUTTER (MOD.) LT. STA. 523+48 CONST. 27 S.F. DETECTABLE WARNING STRIPS LT. STA. 523+83

E-SHEET NAME: R00505PL

CONST. 27 S.F. DETECTABLE WARNING STRIPS

6

STA. 523+89.76 OFF. 210.66' LT R = 186.15'

7

MULTI-USE PATH-PT/PC STA. 524+28.38 OFF. 28.56' LT

8

STA. 525+03.18 OFF. 324.15' RT R = 360.56'

9

STA. 524+72.90 OFF. 19.07' RT R = 39.22'

Mi croStati on v8.1 1 .9.71 4

USER: hol tonr

DATE PLOTTED: Novem ber 28, 201 8

NOTES

10

WALL CENTERLINE-PC STA. 524+69.02 OFF. 19.96' LT

0'

10'

20'

40'

MULTI-USE PATH-PT/PC

11 STA. 524+86.25 OFF. 36.01' LT

12

WALL CENTERLINE-PT STA. 524+92.52 OFF. 14.89' LT

13

WALL CENTERLINE-PC STA. 525+04.11 OFF. 8.20' LT

LAYOUT PLAN TOWN BRANCH COMMONS STA. 523+00 TO STA. 526+00


52 8+ 00

0 527+0

526+00

S T 2

E . 7

COUNTY OF

ITEM NO.

L D I M SHEET NO.

161

FAYETTE

T H I R D

526+00

S T

6

11

PLANTING AREA

NG DI L BUI

CE

10 14

PL A

5

I DL A

N

D

4

9

M

BEGIN WALL STA. 526+10.36

13 PLANTING AREA

3

FILE NAME: C:\TMP\PWISE\DMS49642\42375 G-61 .DGN

00 . 526+ BC STA T E N I M ATCHL

MULTI-USE PATH

3.5' 1

X. R/W E

8 12

A ARE NG NTI PLA

1

15 LIGHT SHADED AREA INDICATES PAVING ACTIVITIES WILL TAKE PLACE

END CONSTRUCTION STA. 528+92.68

VE AND A DL MI

LEGEND

H4

H5

SEE HARDSCAPE AND MATERIAL SHEETS FOR WALL AND TRANSITION DETAILS

FLUSH CURB PAVER

PRECAST CONCRETE WALL

H6

SIGNATURE WALL

H7

VEHICULAR WALL

H8

TYPICAL WALL

14

2

STA. 526+25.60 OFF. 240.88' LT R = 220.15'

15

3

MULTI-USE PATH-PT STA. 526+28.64 OFF. 20.75' LT

4

WALL CENTERLINE-PC STA. 526+66.96 OFF. 22.54' LT

BACK OF CURB STA. 527+11.21 OFF. 17.78' LT

E .

BACK OF CURB-DEFLECTION STA. 526+01.62 OFF. 1.08' LT

T H I R D S T

Z

6

WALL CENTERLINE-PT STA. 526+75.09 OFF. 41.40' LT

10

7

MULTI-USE PATH STA. 526+67.55 OFF. 51.48' LT

8

WALL CENTERLINE STA. 526+76.11 OFF. 2.38' LT

9

MULTI-USE PATH-PC STA. 526+80.33 OFF. 21.47' LT STA. 526+80.24 27.99' LT R = 6.51'

CONST. 185 L.F. STD. CURB AND GUTTER (MOD.) LT. STA. 526+90 CONST. 20 S.F. DETECTABLE WARNINGS AND 6 L.F. STD. HEADER CURB LT. STA. 527+05 CONST. 16 S.F. DETECTABLE WARNINGS AND 6 L.F. STD. HEADER CURB

Z

5

STA. 526+66.79 OFF. 33.79' LT R = 11.26'

E-SHEET NAME: R00505PL

LT. STA. 526+00 TO STA. 527+16

Mi croStati on v8.1 1 .9.71 4

USER: hol tonr

WALL CENTERLINE-DEFLECTION STA. 526+01.57 OFF. 2.33' LT

1

Z

DATE PLOTTED: Novem ber 28, 201 8

NOTES

0'

10'

20'

40'

MULTI-USE PATH-PT

11 STA. 526+85.05 OFF. 32.39' LT

12

BACK OF CURB-PC STA. 527+06.26 OFF. 2.13' LT

13

STA. 527+05.53 -PT OFF. 11.09' LT R = 9.00'

LAYOUT PLAN TOWN BRANCH COMMONS STA. 526+00 TO STA. 528+92.68


A1 1" 21.3

A2

1"

1" 18.7

1" 11 2"

11 2"

1"

1"

element design landscape architecture+civil engineering+planning


element design landscape architecture+civil engineering+planning


1" 13.8

1"

1"

A5

1" 17.8

11 2 " 11 2 "

1"

1"

11 2 " 1"

1"

A3

A4

1" 17.5

1" 18.1

1"

A7 10 .7

A8

1" 23 .5

1"

A9 21

.4

element design landscape architecture+civil engineering+planning

1"

1"

11 2 "

11 2 "

1"

1"

1"

1

1"

112 "

A6


3

A1 1"

1"

1"

11 2 "

1"

1"

11 2 "

A1

1"

11 2 "

1"

1" 23.5

1" 21.4

A12 1" 2.00

A11 1" 17.1

1"

11 2 "

1" 10.7

11 2 "

A9

1"

A8

1"

1"

A7

.2

16

11 2 "

11 2 "

1"

A10 1" 24.3

element design landscape architecture+civil engineering+planning

1"

4


1"

A13 1" 16.2

A14 1" 12.0

B2 B1

1" 11.3

1"

1" 5.40

1"

11 2"

1"

1"

1"

1"

1"

element design landscape architecture+civil engineering+planning


1"

"

2

11

1"

11

2

"

1"

1"

B3 1" 4.07

B4

B5

1" 17.9

1" 4.50

element design landscape architecture+civil engineering+planning


B10 1" 17.9

B11 1" 1.00

B9

11 12""

1" 11

2

1"

1"

11

2

11

"

11

"

1"

2

"

11

1"

11

2

"

2

"

2

"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1" 11.1

B6 1" 16.3

B7 1" 15.6

B12

B8

1" 16.8

B13

B14

1" 11.7

1" 24.2

1" 2.50

element design landscape architecture+civil engineering+planning


C1 1" 1.00

C2

"

2

1"

11

2

"

11

1"

1"

1"

1"

11

2

" 1"

11 2" 26.7

C3 11 2" 29.5

element design landscape architecture+civil engineering+planning


C5

1"

1"

1" 12.4

C4 1" 7.22

element design landscape architecture+civil engineering+planning


1" 1"

1"

1"

11

2

"

1"

1"

11 2 "

D21 1" 20.0

D23 1" 1.50

D22 1" 19.4

element design landscape architecture+civil engineering+planning


D16

1" 20.1

1" 1.00

1"

11

1"

2

2

1" 11

2

"

1"

1"

11

D17

1"

1" 12.4

" 11 1 2 " "

1" 18.9

1 1 1" 2 "

D19

1" "

D20

D18 1" 20.6

element design landscape architecture+civil engineering+planning


1" 23.6

1" 21.0

D13

D12

1" 20.0

1" 0.75

"

2

11

"

2

11

11

2

"

1"

1"

1"

1"

11

2

1"

D14

"

D15

1"

1"

11 2 "

element design landscape architecture+civil engineering+planning


1"

"

2

11 2

"

1" 11

"

1"

1" 2

11

11 1 1 2" 2 "1 1" "

1"

"

2

11

11

11

2

1"

"

1"

1"

1" 2

"

1"

D11

D10

D9

D8

D7

1" 22.4

1" 25.4

1" 25.3

1" 21.8

1" 21.6

element design landscape architecture+civil engineering+planning


D4

1" 21.8

1" 15.7

1"

1"

1" 11

2

"

1"

11

2

"

11

2

1"

1"" 1"

11

2

"

D6

D5

D3

D2

D1

1" 13.3

1" 12.7

1" 2.00

1" 16.4

element design landscape architecture+civil engineering+planning


11

2"

1"

1"

element design landscape architecture+civil engineering+planning


11 11

2"

2"

1" 1"

1" 11

2"

1"

1" 1" 2" 11 2" 11 1"

E9 1" 16.1

E6

E7

E8

1 2" 25.1

1" 14.6

1

1" 18.5

element design landscape architecture+civil engineering+planning


1" 1"

1"

11 2 11 2

"

"

1"

11 2

E4 1" 20.0

" 1"

E5 112" 26.6

element design landscape architecture+civil engineering+planning


1"

1" 11 2" 1 "

E2 1" 23.1

1"

E1 1" 3.00

E3 1" 9.09

element design landscape architecture+civil engineering+planning


element design landscape architecture+civil engineering+planning


11 2" 1" 11 2" 1"

1" 11 2"

11 2"

1"

F5 1" 22.3

F4 1" 23.6

element design landscape architecture+civil engineering+planning


1" 1 1 2" 1" 11 2" 11 2 "

F3 1" 20.8

F2 1" 22.6

1" 11 2" 1"

1"

F1 1" 4.25

element design landscape architecture+civil engineering+planning


G13

G12

G9

1" 11.3

1" 13.1

1" 13.1

G8 1" 9.73

1"

1"

1"

1"

1"

1"

1" 1"

G11

G10

G6

1" 13.3

1" 8.97

G7

1" 13.2

1" 8.84

element design landscape architecture+civil engineering+planning


1" 1"

1"

1"

11 2"

11 2"

1"

11 2"

1"

G3 G5

G4

1" 9.79

1" 18.2

G2

G1

1" 5.57

1" 19.6

1" 14.5

element design landscape architecture+civil engineering+planning


1"

11 2"1"

1"

H14

H13

1" 4.14

1" 15.7

element design landscape architecture+civil engineering+planning


1" 11 2"

11 2"

1"

1"

H12

H11

1" 19.0

1" 5.00

element design landscape architecture+civil engineering+planning


H8

H7

1" 16.5

1" 18.1 11 2"

1"

1" 1"

1 11 2" "

1"

1"

11 2"

H10

H9

H5

1" 13.3

1" 15.4

1" 19.2

element design landscape architecture+civil engineering+planning

1" 1"


H6 1" 20.4

H2

H1

1" 15.9

1" 10.4

11 12"" 11 2" 1"

1"

1"

element design landscape architecture+civil engineering+planning

11 2" 11 2"


1"

1" 1"

element design landscape architecture+civil engineering+planning


C

element design landscape architecture+civil engineering+planning


element design landscape architecture+civil engineering+planning


element design landscape architecture+civil engineering+planning


element design landscape architecture+civil engineering+planning


element design landscape architecture+civil engineering+planning


element design landscape architecture+civil engineering+planning


element design landscape architecture+civil engineering+planning


element design landscape architecture+civil engineering+planning


element design landscape architecture+civil engineering+planning


element design landscape architecture+civil engineering+planning


element design landscape architecture+civil engineering+planning


element design landscape architecture+civil engineering+planning


element design landscape architecture+civil engineering+planning


element design landscape architecture+civil engineering+planning


element design landscape architecture+civil engineering+planning


element design landscape architecture+civil engineering+planning


element design landscape architecture+civil engineering+planning


element design landscape architecture+civil engineering+planning


element design landscape architecture+civil engineering+planning


element design landscape architecture+civil engineering+planning


element design landscape architecture+civil engineering+planning


element design landscape architecture+civil engineering+planning


element design landscape architecture+civil engineering+planning


element design landscape architecture+civil engineering+planning


element design landscape architecture+civil engineering+planning


element design landscape architecture+civil engineering+planning


element design landscape architecture+civil engineering+planning


element design landscape architecture+civil engineering+planning


element design landscape architecture+civil engineering+planning


element design landscape architecture+civil engineering+planning


element design landscape architecture+civil engineering+planning


element design landscape architecture+civil engineering+planning


element design landscape architecture+civil engineering+planning


COUNTY OF

ITEM NO.

SHEET NO.

7-3710.10 FAYETTE

GENERAL NOTES PLAN NOTES

7-3207 7-3714

PLAN NOTES (CONT.)

DIVISION 200:

DIVISION 700 (CONT.):

CONTRARY TO SECTION 203 OF THE STANDARD SPECIFICATIONS, REMOVAL OF MANHOLES, INLETS, AND OTHER SMALL DRAINAGE STRUCTURES WILL BE MEASURED BY EACH INDIVIDUAL UNIT REMOVED. THE FOLLOWING PAY ITEM WILL BE APPLICABLE:

MODIFIED DROP BOX INLET TYPE 12 SHALL BE CONSTRUCTED IN ACCORDANCE WITH REQUIREMENTS IN SECTION 710 OF THE STANDARD DRAWINGS, APPLICABLE STANDARD DRAWINGS, AND SUBSEQUENT MODIFICATIONS. SPECIAL 18" WIDE DECORATIVE GRATE PER THE

FILE NAME: S:\LEX\2900--2999\2940\009\DRAWINGS\CAD\MICROSTATION\SHEETS\300 GENERAL NOTES.DGN

LANDSCAPE DRAWINGS. MOUNTING SHALL BE MODIFIED TO BE TOP MOUNTED SO THAT THE CODE

PAY ITEM

PAY UNIT

30300

REMOVE SMALL DRAINAGE STRUCTURE

EACH

CONTRACTOR SHALL SUBMIT A LAND DISTURBANCE PERMIT APPLICATION TO THE LFUCG DIVISION ON ENGINEERING ALONG WITH THE CONTRACTOR’S STORMWATER POLLUTION

FOOT IN ACCORDANCE WITH 710.04.02. THE FOLLOWING PAY ITEMS WILL BE APPLICABLE: CODE

PAY ITEM

PAY UNIT

30315

MODIFIED DROP BOX INLET TYPE 12

LINEAR FOOT

PREVENTION PLAN (SWPPP) PREPARED IN ACCORDANCE WITH SECTION 213 OF THE STANDARD SPECIFICATIONS, CHAPTER 11 OF THE LFUCG STORM WATER MANUAL, AND THE DRAWINGS. CONTRARY TO SECTION 213, ALL WORK REQUIRED TO PREPARE THE SWPPP AND INSTALL, MAINTAIN, AND REMOVE EROSION CONTROL MEASURES SHALL BE MEASURED BY THE LUMP SUM. CONTRACTOR SHALL SUBMIT THE SWPPP TO THE ENGINEER AT LEAST ONE WEEK BEFORE BEGINNING WORK. ALL EROSION CONTROL DEVICES WITHIN THE DISTURBED DRAINAGE AREAS

MODIFIED LFUCG CBI TYPE D SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DRAINAGE DETAILS ON THE DRAWINGS AND LFUCG STANDARD DRAWING NO. 125, HOWEVER THE CASTING SHALL REST ON TOP OF CONCRETE STRUCTURE NOT CAST INTEGRALLY INTO THE STRUCTURE. MEASUREMENT WILL BE MADE PER EACH IN ACCORDANCE WITH 710.04.01.THE FOLLOWING PAY ITEMS WILL BE APPLICABLE:

SHOULD BE IN PLACE PRIOR TO BEGINNING OF PHASE CONSTRUCTION. THE FOLLOWING PAY ITEM WILL BE APPLICABLE:

CODE

PAY ITEM

PAY UNIT

30316

MODIFIED LFUCG CBI TYPE D

EACH

CODE

PAY ITEM

PAY UNIT

TRIPLE BOX INLET SHALL BE CONSTRUCTED IN ACCORDANCE WITH REQUIREMENTS IN SECTION

30301

EROSION CONTROL

LUMP SUM

605 AND 710 OF THE STANDARD SPECIFICATIONS. CASTING TO BE HEAVY DUTY TRIPLE UNIT FRAME, GRATE, AND CURB BOX WITH A MINIMUM FREE OPENING OF 6.3 SQUARE FEET. THE

DIVISION 400:

CASTING SHALL BE PLACED ON A 9.0’ LONG BY 2.0’ WIDE (INSIDE DIMENSION) PRECAST

CONTRARY TO SECTION 403 AND 408 OF THE SPECIFICATIONS, THE PAY ITEM ADJUST MANHOLE FRAME TO GRADE WILL INCLUDE REPLACING EXISTING CASTINGS FOR STORM STRUCTURES, SANITARY STRUCTURES, AND SANITARY CLEANOUTS WITH A NEW CASTING THAT CONFORMS TO APPLICABLE STANDARD DRAWINGS.

CONCRETE STRUCTURE. MEASUREMENT WILL BE MADE PER EACH IN ACCORDANCE WITH 710.04.01. THE FOLLOWING PAY ITEM WILL BE APPLICABLE: CODE

PAY ITEM

PAY UNIT

30317

TRIPLE BOX INLET

EACH

DIVISION 700: COMBINATION INLET BASIN BOWL SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DRAINAGE CONTRARY TO SECTION 701 OF THE STANDARD SPECIFICATIONS, ALL STORM SEWER PIPES

DETAILS ON THE DRAWINGS AND REQUIREMENTS IN SECTION 710 OF THE STANDARD

SHALL BE EITHER REINFORCED CONCRETE OR THERMOPLASTIC PIPE. PIPE TYPE SELECTION

SPECIFICATIONS. MEASUREMENT WILL BE MADE PER EACH. THE FOLLOWING PAY ITEMS WILL BE

SHALL BE IN ACCORDANCE WITH STANDARD DRAWINGS RDI-001-10, RDI-021-01, AND RDI-026-01.

APPLICABLE:

CONTRACTOR SHALL VERIFY ALL EXISTING STORM SEWER PIPING AND CULVERT WALL

CODE

PAY ITEM

PAY UNIT

LOCATIONS, ELEVATIONS, AND EXISTING CONNECTION CONDITIONS PRIOR TO STORM SEWER

30318

COMBINATION INLET BASIN BOWL

EACH

CONSTRUCTION. PVC DROP INLETS SHALL BE IN ACCORDANCE WITH THE DRAINAGE DETAILS ON THE DRAWINGS. CONCRETE STRUCTURE CORING SHALL BE COMPLETED IN ACCORDANCE WITH SECTION 705 OF

MATERIALS FOR PVC DROP INLETS SHALL BE MANUFACTURED FROM PVC PIPE STOCK,

THE STANDARD SPECIFICATIONS, HOWEVER CONTRACTOR SHALL CUT HOLES EQUAL TO 3 INCHES

UTILIZING A THERMOFORMING PROCESS TO REFORM THE PIPE STOCK TO THE SPECIFIED

GREATER THAN THE OUTSIDE DIAMETER OF THE PIPE. CLEANING OF THE STRUCTURE SHALL BE

CONFIGURATION. THE DRAINAGE PIPE CONNECTION STUBS SHALL BE MANUFACTURED FROM PVC

INCIDENTAL TO THIS ITEM OF WORK. CORE ELEVATIONS SHALL BE THE STRUCTURE INVERT

PIPE STOCK AND FORMED TO PROVIDE A WATERTIGHT CONNECTION WITH THE CONNECTING PIPE

UNLESS OTHERWISE NOTED. THE FOLLOWING PAY ITEM WILL BE APPLICABLE:

SYSTEM. THIS JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR JOINTS FOR DRAIN AND SEWER PLASTIC PIPE USING FLEXIBLE ELASTOMERIC SEALS. THE FLEXIBLE ELASTOMERIC

CODE

PAY ITEM

PAY UNIT

SEALS SHALL CONFORM TO ASTM F477. THE PIPE BELL SPIGOT SHALL BE JOINED TO THE

30302

CORED HOLE DRAINAGE BOX CONNECTOR

EACH

MAIN BODY OF THE PVC DROP INLET. THE RAW MATERIAL USED TO MANUFACTURE THE PIPE STOCK THAT IS USED TO MANUFACTURE THE MAIN BODY AND PIPE STUBS OF THE PVC DROP

CULVERT CONNECTIONS SHALL BE COMPLETED IN ACCORDANCE WITH DRAINAGE DETAILS ON THE

INLETS SHALL CONFORM TO ASTM D1784 CELL CLASS 12454. MEASUREMENT WILL BE MADE

DRAWINGS. REMOVE ONLY SUCH PORTIONS SPECIFIED IN THE CONTRACT. REPAIR ALL DAMAGE

PER EACH. CONNECTING EXISTING PIPES TO PVC DROP INLETS WILL BE INCIDENTAL TO THIS

CAUSED TO THE PORTION REMAINING. APPLY NON-SHRINK GROUT ACCORDING TO SUBSECTION

ITEM OF WORK. THE FOLLOWING PAY ITEMS WILL BE APPLICABLE:

601.03 OF THE STANDARD SPECIFICATIONS. MEASUREMENT WILL BE MADE PER EACH. THE FOLLOWING PAY ITEMS WILL BE APPLICABLE:

CODE

PAY ITEM

PAY UNIT

30319

PVC DROP INLET - 12"

EACH

CODE

PAY ITEM

PAY UNIT

30320

PVC DROP INLET - 15"

EACH

30303

CULVERT CONNECTION TYPE 1

EACH

30321

PVC DROP INLET - 18"

EACH

EACH

30322

PVC DROP INLET - 24"

EACH

30304

USER: bai l eey DATE PLOTTED: Novem ber 30, 201 8

STRUCTURE IS RECESSED ADJACENT TO PAVERS. MEASUREMENT WILL BE MADE PER LINEAR

CULVERT CONNECTION TYPE 2

SAFELOADING PIPE SHALL BE COMPLETED IN ACCORDANCE WITH SECTION 708 OF THE

CURB CUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DRAINAGE DETAILS ON THE

STANDARD SPECIFICATIONS. PARTIAL STRUCTURE REMOVAL SHALL BE INCIDENTAL TO THE

DRAWINGS. MEASUREMENT WILL BE MADE PER EACH. THE FOLLOWING PAY ITEMS WILL BE

SAFELOADING PAY ITEM.

APPLICABLE:

LFUCG AND KYTC STANDARDS SHALL BE FOLLOWED FOR FABRICATION OF ALL PRECAST

CODE

PAY ITEM

PAY UNIT

STRUCTURES. IF PLAN CONFIGURATIONS PREVENT ADHERENCE TO THESE STANDARDS THE

30323

CURB CUT

EACH

PRECASTER SHALL CONTACT THE OWNER’S REPRESENTATIVE PRIOR TO FABRICATION OF THE STRUCTURE FOR DESIGN REVISIONS. THIS INCLUDES, BUT IS NOT LIMITED TO, PROVISION FOR

BIOSWALE CLEANOUT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DRAINAGE DETAILS ON

GRADE RINGS TO ADJUST MANHOLE LIDS, MINIMUM ALLOWABLE DISTANCES BETWEEN OR ABOVE

THE DRAWINGS. BIOSWALE CLEANOUT PAY ITEM INCLUDES VENTED CAP, VERTICAL PIPE AND

PIPES AND THE DISTANCE BETWEEN BOTTOM SLABS AND PIPE INVERTS.

PIPE SWEEP. MEASUREMENT WILL BE MADE PER EACH. THE FOLLOWING PAY ITEMS WILL BE

JUNCTION BOX TYPE B SHALL BE MODIFIED SO THAT THE ACCESS CASTING SETS ABOVE TOP SLAB AND NOT PRECAST AS PART OF THE STRUCTURE. CASTING SHALL BE SQUARE. PROVIDE ADA COMPLIANT GRATE WHEN NECESSARY FOR DRAINAGE.

APPLICABLE: CODE

PAY ITEM

PAY UNIT

30324

BIOSWALE CLEANOUT

EACH

CONTRARY TO SECTION 710 OF THE STANDARD SPECIFICATIONS, CONNECTING EXISTING PIPES TO NEWLY CONSTRUCTED DRAINAGE STRUCTURES WILL BE INCIDENTAL TO THE STRUCTURE. CONTRACTOR TO REMOVE PORTIONS OF EXISTING PIPES AND RECONNECT PIPE PER SECTION 701 OF THE STANDARD SPECIFICATIONS. SHAPES INCLUDING BENDS, ELBOWS, CROSSES, TEES, REDUCERS, AND WYES SHALL BE AS RECOMMENDED BY THE PIPE MANUFACTURER AND APPROVED BY THE ENGINEER. CONNECTION BETWEEN NEW AND EXISTING PIPES SHALL BE PER PIPE

Pow er InRoads v8.1 1 .7.443

E-SHEET NAME:

MANUFACTURER’S RECOMMENDATION. THE FOLLOWING MODIFIED OR SPECIAL STRUCTURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DRAINAGE DETAILS ON THE DRAWINGS, REQUIREMENTS IN SECTION 710 OF THE STANDARD SPECIFICATIONS, AND REFERENCES TO APPLICABLE KYTC STANDARD DRAWINGS. MEASUREMENT WILL BE MADE PER EACH IN ACCORDANCE WITH 710.04.01. PARTIAL STRUCTURE REMOVAL SHALL ALSO BE INCIDENTAL TO THE PAY ITEM. THE FOLLOWING PAY ITEMS WILL BE APPLICABLE: CODE

PAY ITEM

PAY UNIT

30305

MODIFIED STRUCTURE TYPE 1

EACH

30306

MODIFIED STRUCTURE TYPE 2

EACH

30307

MODIFIED STRUCTURE TYPE 3

EACH

30308

MODIFIED STRUCTURE TYPE 4

EACH

30309

SPECIAL CBI TYPE A

EACH

30310

SHALLOW CBI TYPE A

EACH

30311

FLUME STRUCTURE TYPE A

EACH

30312

FLUME STRUCTURE TYPE B

EACH

30313

FLUME STRUCTURE TYPE C

EACH

30314

FLUME STRUCTURE TYPE D

EACH

30325

FLUME STRUCTURE TYPE E

EACH

30326

FLUME STRUCTURE TYPE F

EACH

GENERAL NOTES

300


COUNTY OF

ITEM NO.

SHEET NO.

FAYETTE

7-3714 7-3207 7-3710.10

300A

STORM SEW ER PI PE-24"

REM OVE PI PE

PLUG PI PE

CURB BOX I NLET TYPE A

REM OVE SM ALL DRAI NAGE STRUCTURE

CORED HOLE DRAI NAGE BOX CONN

M ODI FI ED STRUCTURE TYPE 1

ITEM CODE

00521

00524

01310

01314

01456

30300

30302

30305

UNIT TO BID

LF

LF

EACH

EA

EACH

EACH

EACH

EACH

FILE NAME: S:\LEX\2900--2999\2940\009\DRAWINGS\CAD\MICROSTATION\SHEETS\300A DRAINAGE SUMMARY.DGN

SHEET NO.

STORM SEW ER PI PE-15"

STORM PIPE DRAINAGE SUMMARY

REMARKS

TRIANGLE PARK 301

STA. 302+00 TO STA. 302+76

10

1

301

STA. 302+70

301

STA. 302+70 TO STA. 302+70

301

STA. 302+76

301

STA. 302+76 TO STA. 303+34

301

STA. 303+34

301

STA. 303+34 TO STA. 303+60

302

STA. 100+41 TO STA. 100+52

302

STA. 100+52

302

STA. 100+52 TO STA. 101+60

302

STA. 101+60 TO STA. 102+90

302

STA. 101+81 TO STA. 101+94

302

STA. 101+93

1

302

STA. 101+94

1

302

STA. 101+76 TO STA. 101+94

63

302

STA. 101+94 TO STA. 102+49

54

302

STA. 102+49

1

302

STA. 102+90

1

302

STA. 102+90 TO STA. 102+90

302

STA. 102+90

1

302

STA. 103+22

1

1 33 1

ST010

1

ST011

58

10

1

26

ST013 1

104.5

104.5 50

2

37

5.5 1

ST029

Pow er InRoads v8.1 1 .7.443

E-SHEET NAME: R00505PL

USER: bai l eey

DATE PLOTTED: Novem ber 30, 201 8

LCC B-7

TOTALS

286

37

232.5

4

6

2

2

1

STORM DRAINAGE PLAN TOWN BRANCH COMMONS PIPE DRAINAGE SUMMARY


PERFORATED PI PE 6"

NONPERFORATED PI PE 8"

PVC DROP I NLET - 12"

PVC DROP I NLET - 18"

CURB CUT

BI OSW ALE CLEANOUT

FILE NAME: S:\LEX\2900--2999\2940\009\DRAWINGS\CAD\MICROSTATION\SHEETS\300A_1DRAINAGE SUMMARY.DGN

SHEET NO.

BIOSWALE PIPE DRAINAGE SUMMARY

ITEM CODE

01001

01012

30319

30321

30323

30324

UNIT TO BID

LF

LF

EACH

EACH

EACH

EACH

COUNTY OF

ITEM NO.

FAYETTE

7-3714 7-3207 7-3710.10

REMARKS

TRIANGLE PARK 301

STA. 301+54

1

301

STA. 302+03

1

301

STA. 302+29

301

STA. 302+29 TO STA. 302+94

301

STA. 302+49

301

STA. 302+94 TO STA. 302+70

301

STA. 302+94

301

STA. 303+09

302

STA. 100+13

302

STA. 100+13 TO STA. 100+49

302

STA. 100+41

302

STA. 100+49

302

STA. 100+49 TO STA. 100+86

302

STA. 100+75

302

STA. 100+86

302

STA. 101+05

302

STA. 103+22 TO STA. 105+00

1 65 1 21.5 1 1 1 32 1 1 32 1 1 1

Pow er InRoads v8.1 1 .7.443

E-SHEET NAME: R00505PL

USER: bai l eey

DATE PLOTTED: Novem ber 30, 201 8

212.5

TOTALS

341.5

21.5

1

1

7

3

STORM DRAINAGE PLAN TOWN BRANCH COMMONS PIPE DRAINAGE SUMMARY

SHEET NO.

300A-1


COUNTY OF

ITEM NO.

SHEET NO.

FAYETTE

7-3714 7-3207 7-3710.10

300B

STORM SEW ER PI PE-15"

REM OVE PI PE

CURB BOX I NLET TYPE A

SAFE -LOADI NG

S PI PE DUCTI LE I RON 16-I N

M ODI FI ED JUNCTI ON BOX TYPE B

REM OVE SM ALL DRAI NAGE STRUCTURE

CORED HOLE DRAI NAGE BOX CONN

CULVERT CONNECTI ON TYPE 1

M ODI FI ED STRUCTURE ( M ULTI PLE)

M ODI FI ED DBI TYPE 12

M ODI FI ED LFUCG CBI TYPE D

TRI PLE BOX I NLET

ITEM CODE

00520

00521

01310

01456

02690

15107

23952EC

30300

30302

30303

3030*

30315

30316

30317

UNIT TO BID

LF

LF

LF

EACH

CUYD

LF

EA

EACH

EACH

EACH

EACH

LF

EACH

EACH

FILE NAME: S:\LEX\2900--2999\2940\009\DRAWINGS\CAD\MICROSTATION\SHEETS\300B DRAINAGE SUMMARY.DGN

SHEET NO.

STORM SEW ER PI PE-12"

STORM PIPE DRAINAGE SUMMARY

REMARKS

DOWNTOWN STREETSCAPE 303

STA. 107+35

1

303

STA. 107+35 TO STA. 107+44

303

STA. 107+42

303

STA. 107+44

1.5

303

STA. 108+06

2

303

STA. 108+06 TO 108+54

303

STA. 108+54 TO STA. 108+73

20

303

STA. 108+73 TO STA. 108+74

20

2

303

STA. 108+73 TO STA. 109+40

65

1

303

STA. 108+54

303

STA. 108+73

304

STA. 111+78

304

STA. 111+84

304

STA. 111+86

304

STA. 112+15

304

STA. 114+10

304

STA. 114+10 TO STA. 114+18

304

STA. 114+18

304

STA. 115+58

304

STA. 115+58 TO STA. 115+58

304

STA. 115+70

305

STA. 117+93

305

STA. 118+24

305

STA. 118+24 TO STA. 118+24

ST037

8 29 1 1

1

38

1

ST042, TYPE 3, (PAY ITEM 30307)

46

1 1 1

ST062, TYPE 2, (PAY ITEM 30306)

1

ST063, TYPE 3, (PAY ITEM 30307)

1

1

ST064 1

ST077, TYPE 3, (PAY ITEM 30307)

1.3

ST079 & PIPE

1 1

1

2.5 1 1

1

ST366, TYPE 3, (PAY ITEM 30307)

1

ST367, TYPE 3, (PAY ITEM 30307)

1

1

Pow er InRoads v8.1 1 .7.443

E-SHEET NAME: R00505PL

USER: chel seab

DATE PLOTTED: Novem ber 30, 201 8

2.5

SUB-TOTAL CENTREPOINTE SUB-TOTAL TOTALS

3.5

46

113

2

2.3

0

3

4

3

0

(SEE BELOW)

67

1

0

0

0

0

0

0

5

0

0

0

2

2

0

0

2

3.5

46

113

2

2.3

5

3

4

3

2

(SEE BELOW)

67

1

2

TYPE 1 = 0 TYPE 2 = 1 TYPE 3 = 3 TYPE 4 = 0

STORM DRAINAGE PLAN TOWN BRANCH COMMONS PIPE DRAINAGE SUMMARY


NONPERFORATED PI PE 6"

NONPERFORATED PI PE 12"

PVC DROP I NLET - 12"

PVC DROP I NLET - 24"

CURB CUT

BI OSW ALE CLEANOUT

ITEM CODE

01001

01011

01014

30319

30322

30323

30324

UNIT TO BID

LF

LF

LF

EACH

EACH

EACH

EACH

FILE NAME: S:\LEX\2900--2999\2940\009\DRAWINGS\CAD\MICROSTATION\SHEETS\300B-1DRAINAGE SUMMARY.DGN

SHEET NO.

PERFORATED PI PE 6"

BIOSWALE PIPE DRAINAGE SUMMARY

COUNTY OF

ITEM NO.

FAYETTE

7-3714 7-3207 7-3710.10

REMARKS

DOWNTOWN STREETSCAPE 303

STA. 107+04

1

303

STA. 107+04 TO STA. 107+36

303

STA. 107+26

303

STA. 107+36

303

STA. 107+36 TO STA. 108+54

303

STA. 107+76 TO STA. 108+06

303

STA. 109+16

303

STA. 109+16 TO STA. 108+73

303

STA. 109+43

303

STA. 109+45 TO STA. 109+16

303

STA. 109+46

303

STA. 109+47 TO STA. 109+16

304

STA. 111+32 TO STA. 111+36

304

STA. 111+59

304

STA. 111+58

304

STA. 111+58 TO STA. 111+83

304

STA. 111+83

304

STA. 111+99

1

304

STA. 112+49

1

304

STA. 112+58

304

STA. 112+58 TO STA. 111+83

304

STA. 112+13 TO STA. 112+35

43

304

STA. 115+76 TO STA. 115+70

5

32 1 1 69.5 39 1 39 1 28.5 1 64.5 15 1 1 26 1

1

Pow er InRoads v8.1 1 .7.443

E-SHEET NAME: R00505PL

USER: bai l eey

DATE PLOTTED: Novem ber 30, 201 8

74

SUB-TOTAL CENTREPOINTE SUB-TOTAL TOTALS

160.5

161.5

108.5

2

1

5

4

0

5

0

0

0

0

0

160.5

166.5

108.5

2

1

5

4

STORM DRAINAGE PLAN TOWN BRANCH COMMONS PIPE DRAINAGE SUMMARY

SHEET NO.

300B-1


COUNTY OF

ITEM NO.

SHEET NO.

FAYETTE

7-3714 7-3207 7-3710.10

300C

STORM SEW ER PI PE-15"

REM OVE PI PE

PLUG PI PE

CURB BOX I NLET TYPE A

SAFE -LOADI NG

REM OVE SM ALL DRAI NAGE STRUCTURE

CORED HOLE DRAI NAGE BOX CONN

M ODI FI ED STRUCTURE ( M ULTI PLE)

FLUM E STRUCTURE ( M ULTI PLE)

COM B. I NLET CASTI NG BOW L

ITEM CODE

00520

00521

01310

01314

01456

02690

30300

30302

3030*

303**

30318

UNIT TO BID

LF

LF

EACH

EA

EACH

CUYD

EACH

EACH

EACH

EACH

EACH

FILE NAME: S:\LEX\2900--2999\2940\009\DRAWINGS\CAD\MICROSTATION\SHEETS\300C DRAINAGE SUMMARY.DGN

SHEET NO.

STORM SEW ER PI PE-12"

STORM PIPE DRAINAGE SUMMARY

REMARKS

TRANSIT CENTER 305

STA. 119+47

1

305

STA. 119+47

305

STA. 119+47 TO STA. 119+48

305

STA. 119+48

305

STA. 119+55

305

STA. 119+48 TO STA. 119+55

305

STA. 120+63

305

STA. 121+44

305

STA. 122+04

305

STA. 122+07

305

STA. 122+07 TO 122+07

306

STA. 124+38

306

STA. 125+56

306

STA. 125+73

306

STA. 125+80

306

STA. 125+80 TO STA. 125+80

306

STA. 126+98

306

STA. 128+71

306

STA. 128+91

306

STA. 128+97

306

STA. 128+97 TO STA. 128+97

307

STA. 129+90

ST100

1 7 1

1

ST098, TYPE 3, (PAY ITEM 30307)

1 6

ST099

1 1

ST105 1 1

ST113 1

TYPE A, (PAY ITEM 30311)

1

TYPE E, (PAY ITEM 30325)

2.5

1 1

ST125 1

TYPE B, (PAY ITEM 30312)

1

TYPE E, (PAY ITEM 30325)

2.5

1 1

ST142 1

TYPE C, (PAY ITEM 30313)

1

TYPE E, (PAY ITEM 30325)

Pow er InRoads v8.1 1 .7.443

E-SHEET NAME: R00505PL

USER: chel seab

DATE PLOTTED: Novem ber 30, 201 8

2

TOTALS

7

7

6

1

1

1

4

4

(SEE BELOW) (SEE BELOW) TYPE 1 = 0

TYPE A = 1

TYPE 2 = 0

TYPE B = 1

1

TYPE 3 = 1 TYPE C = 1 TYPE 4 = 0 TYPE D = 0 TYPE E = 3 TYPE F = 0

STORM DRAINAGE PLAN TOWN BRANCH COMMONS PIPE DRAINAGE SUMMARY


PERFORATED PI PE 6"

NONPERFORATED PI PE 6"

NONPERFORATED PI PE 12"

PVC DROP I NLET - 12"

BI OSW ALE CLEANOUT

FILE NAME: S:\LEX\2900--2999\2940\009\DRAWINGS\CAD\MICROSTATION\SHEETS\300C-1DRAINAGE SUMMARY.DGN

SHEET NO.

BIOSWALE PIPE DRAINAGE SUMMARY

ITEM CODE

01001

01011

01014

30319

30324

UNIT TO BID

LF

LF

LF

EACH

EACH

COUNTY OF

ITEM NO.

FAYETTE

7-3714 7-3207 7-3710.10

REMARKS

TRANSIT CENTER 305

STA. 122+04

1

305

STA. 119+41 TO STA. 119+47

305

STA. 122+04 TO STA. 122+07

305

STA. 122+04 TO STA. 124+57

306

STA. 124+57

306

STA. 124+46 TO STA. 125+80

306

STA. 125+56 TO STA. 125+69

306

STA. 125+69

306

STA. 125+69 TO STA. 125+80

306

STA. 125+80

306

STA. 125+80 TO STA. 127+34

306

STA. 127+34

306

STA. 127+34 TO STA. 128+21

306

STA. 128+07

306

STA. 128+07 TO STA. 128+73

306

STA. 128+73

306

STA. 128+71 TO STA. 128+73

306

STA. 128+73 TO STA. 130+81

307

STA. 130+81

6 16.5 235.5 1 138 10.5 1 11.5 1 154.5 1 91 1 65 1 11 206

Pow er InRoads v8.1 1 .7.443

E-SHEET NAME: R00505PL

USER: chasew

DATE PLOTTED: Novem ber 30, 201 8

1

TOTALS

901.5

6

38

3

5

STORM DRAINAGE PLAN TOWN BRANCH COMMONS PIPE DRAINAGE SUMMARY

SHEET NO.

300C-1


COUNTY OF

ITEM NO.

SHEET NO.

FAYETTE

7-3714 7-3207 7-3710.10

300D

STORM SEW ER PI PE-15"

REM OVE PI PE

PLUG PI PE

CURB BOX I NLET TYPE A

M ANHOLE TYPE A

M ODI FI ED JUNCTI ON BOX TYPE B

REM OVE SM ALL DRAI NAGE STRUCTURE

CORED HOLE DRAI NAGE BOX CONN

CULVERT CONNECTI ON TYPE 2

M ODI FI ED STRUCTURE ( M ULTI PLE)

SPECI AL CBI TYPE A

SHALLOW CBI TYPE A

FLUM E STRUCTURE ( M ULTI PLE)

LFUCG TYPE D M ODI FI ED

TRI PLE BOX I NLET

ITEM CODE

00520

00521

01310

01314

01456

01756

23952EC

30300

30302

30304

3030*

30309

30310

303**

30316

30317

UNIT TO BID

LF

LF

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

FILE NAME: S:\LEX\2900--2999\2940\009\DRAWINGS\CAD\MICROSTATION\SHEETS\300D DRAINAGE SUMMARY.DGN

SHEET NO.

STORM SEW ER PI PE-12"

STORM PIPE DRAINAGE SUMMARY

MIDLAND STREETSCAPE

DATE PLOTTED: Novem ber 30, 201 8

USER: chel seab E-SHEET NAME: R00505PL Pow er InRoads v8.1 1 .7.443

REMARKS

307

STA. 133+22

307

STA. 133+22 TO STA. 133+22

307

STA. 133+17

308

STA. 137+00

308

STA. 137+00 TO STA. 137+70

308

STA. 137+70

308

STA. 138+75

308

STA. 139+32

308

STA. 139+39

308

STA. 140+81

308

STA. 140+81 TO STA. 140+93

308

STA. 140+93

308

STA. 140+93 TO STA. 140+96

308

STA. 140+96

309

STA. 143+15

309

STA. 143+15 TO STA. 143+16

309

STA. 143+16

309

STA. 144+20

309

STA. 144+16 TO STA. 144+23

309

STA. 144+23

310

STA. 500+41

1

310

STA. 500+93

1

310

STA. 500+93 TO STA. 500+93

310

STA. 503+30

1

310

STA. 504+80

1

310

STA. 504+80 TO STA. 504+80

311

STA. 506+48

311

STA. 506+68

311

STA. 507+15

311

STA. 507+15 TO STA. 507+22

311

STA. 507+22

311

STA. 507+77

311

STA. 507+87

311

STA. 508+18

311

STA. 509+22

311

STA. 509+15 TO STA. 509+25

311

STA. 509+25

311

STA. 509+38

311

STA. 509+41

311

STA. 511+21

311

STA. 511+25

SHEET TOTAL

1

TYPE D, (PAY ITEM 30314)

2.5 1

ST153

1 66 1 1 1 1

ST165 1

ST203

39 1 8 1 1

ST173

5 1 1 8

ST174 1 1 1

4

1

1

ST263, TYPE 1, (PAY ITEM 30305)

1

ST265, TYPE 4, (PAY ITEM 30308)

1

ST268, TYPE 1, (PAY ITEM 30305)

8

1 1

ST270

14 1 1

TYPE F, (PAY ITEM 30326)

1

10 24.5

1

ST273

1

ST275

19 1 1

ST277, TYPE 4, (PAY ITEM 30308) 1

9

1

ST279 1

68.5

83.5

65

0

10

1

2

9

2

1

(SEE BELOW)

0

2

(SEE BELOW)

TYPE 1 = 2

TYPE A = 0

TYPE 2 = 0

TYPE B = 0

TYPE 3 = 0

TYPE C = 0

TYPE 4 = 2

TYPE D = 1

2

1

TYPE E = 0 TYPE F = 1

STORM DRAINAGE PLAN TOWN BRANCH COMMONS PIPE DRAINAGE SUMMARY


STORM SEW ER PI PE-15"

REM OVE PI PE

PLUG PI PE

CURB BOX I NLET TYPE A

TYPE A M ANHOLE

M ODI FI ED JUNCTI ON BOX TYPE B

REM OVE SM ALL DRAI NAGE STRUCTURE

CORED HOLE DRAI NAGE BOX CONN

CULVERT CONNECTI ON TYPE 2

M ODI FI ED STRUCTURE ( M ULTI PLE)

SPECI AL CBI TYPE A

SHALLOW CBI TYPE A

FLUM E STRUCTURE ( M ULTI PLE)

LFUCG TYPE D M ODI FI ED

TRI PLE BOX I NLET

ITEM CODE

00520

00521

01310

01314

01456

01756

23952EC

30300

30302

30304

3030*

30309

30310

303**

30316

30317

UNIT TO BID

LF

LF

EACH

EA

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

FILE NAME: S:\LEX\2900--2999\2940\009\DRAWINGS\CAD\MICROSTATION\SHEETS\300D_STORM_1DRAINAGE SUMMARY.DGN

SHEET NO.

STORM SEW ER PI PE-12"

STORM PIPE DRAINAGE SUMMARY

COUNTY OF

ITEM NO.

FAYETTE

7-3714 7-3207 7-3710.10

300D-1

REMARKS

MIDLAND STREETSCAPE 312

STA. 512+21

312

STA. 512+22

312

STA. 512+42 TO STA. 512+37

312

STA. 512+42

312

STA. 512+99 TO STA. 512+94

312

STA. 512+99

312

STA. 515+20

312

STA. 515+62

312

STA. 515+88 TO STA. 515+83

312

STA. 515+88

312

STA. 516+33 TO STA. 516+28

312

STA. 516+33

313

STA. 518+04

313

STA. 519+00

313

STA. 519+71 TO STA. 519+70

313

STA. 519+71

313

STA. 522+28

313

STA. 522+42 TO STA. 522+28

313

STA. 522+23

313

STA. 522+42

314

STA. 524+62

314

STA. 544+84 TO STA. 544+63

314

STA. 544+84

1 1

ST286

21 1 24 1 1

ST290, TYPE 1, (PAY ITEM 30305) 1

20.5 1 20.5 1 1 1 9

1 1 1

ST314 2

ST317

12 1 1

ST318 2

1

ST321, TYPE 1, (PAY ITEM 30305)

25 1

DATE PLOTTED: Novem ber 30, 201 8

USER: chel seab E-SHEET NAME: R00505PL Pow er InRoads v8.1 1 .7.443

SHEET NO.

SHEET TOTAL TOTAL

86

0

46

2

2

0

0

4

4

0

-

2

0

-

4

1

154.5

83.5

111

2

12

1

2

13

5

1

(SEE BELOW)

2

2

(SEE BELOW)

6

2

TYPE 1 = 4

TYPE A = 0

TYPE 2 = 0

TYPE B = 0

TYPE 3 = 0

TYPE C = 0

TYPE 4 = 2

TYPE D = 1 TYPE E = 0 TYPE F = 1

STORM DRAINAGE PLAN TOWN BRANCH COMMONS PIPE DRAINAGE SUMMARY


NONPERFORATED PI PE 6"

NONPERFORATED PI PE 8"

NONPERFORATED PI PE 12"

PVC DROP I NLET - 12"

PVC DROP I NLET - 15"

PVC DROP I NLET - 18"

PVC DROP I NLET - 24"

CURB CUT

BI OSW ALE CLEANOUT

01001

01011

01012

01014

30319

30320

30321

30322

30323

30324

UNIT TO BID

LF

LF

LF

LF

EACH

EACH

EACH

EACH

EACH

EACH

FILE NAME: S:\LEX\2900--2999\2940\009\DRAWINGS\CAD\MICROSTATION\SHEETS\300D_BIO_ DRAINAGE SUMMARY.DGN

SHEET NO.

ITEM CODE

ITEM NO.

SHEET NO.

FAYETTE

7-3714 7-3207 7-3710.10

300D-2

REMARKS

MIDLAND STREETSCAPE

DATE PLOTTED: Novem ber 30, 201 8

USER: chel seab E-SHEET NAME: R00505PL Pow er InRoads v8.1 1 .7.443

PERFORATED PI PE 6"

BIOSWALE PIPE DRAINAGE SUMMARY

COUNTY OF

307

STA. 132+64

1

307

STA. 132+64 TO STA. 133+11

307

STA. 133+11

307

STA. 133+11 TO STA. 133+22

307

STA. 133+46 TO STA. 133+22

307

STA. 133+46

307

STA. 133+46 TO STA. 133+91

307

STA. 133+91

307

STA. 133+91 TO STA. 134+54

307

STA. 134+54

1

308

STA. 138+61

1

308

STA. 138+61 TO STA. 139+32

308

STA. 139+06

308

STA. 139+06 TO STA. 139+38

308

STA. 139+61 TO STA. 139+32

308

STA. 139+38

308

STA. 140+07 TO STA. 139+38

308

STA. 139+51

308

STA. 139+61

308

STA. 140+31 TO STA. 139+61

308

STA. 140+07

308

STA. 140+11

308

STA. 140+31

309

STA. 141+09

309

STA. 141+09 TO STA. 140+93

309

STA.

309

STA. 142+63 TO STA. 141+09

309

STA. 145+15

309

STA. 145+15 TO STA. 144+20

309

STA.

145+54

1

309

STA.

145+89

1

309

STA. 146+01

309

STA. 146+01 TO STA. 145+15

82.5

309

STA. 146+01 TO STA. 146+01

54

45.5 1 5 27 1 44.5 1 63.5

71 1 31 30.5 1 68 1 1 69 1 1 1 1 14.5

142+63

311

STA.

508+18

311

STA.

508+36

311

STA. 508+36 TO STA. 508+18

311

STA.

311

STA. 508+47 TO STA. 508+36

311

STA.

508+52

311

STA.

509+16

311

STA. 509+16 TO STA. 508+36

311

STA.

311

STA. 509+34 TO STA. 508+47

1 153.5 1 90.5

1 29

1 1 30

508+47

1 36.5 1 1 81

509+34

SHEET TOTAL

1 87.5

836.5

65.5

44.5

167.5

7

0

0

1

5

12

STORM DRAINAGE PLAN TOWN BRANCH COMMONS PIPE DRAINAGE SUMMARY


NONPERFORATED PI PE 6"

NONPERFORATED PI PE 8"

NONPERFORATED PI PE 12"

PVC DROP I NLET - 12"

PVC DROP I NLET - 15"

PVC DROP I NLET - 18"

PVC DROP I NLET - 24"

CURB CUT

BI OSW ALE CLEANOUT

01001

01011

01012

01014

30319

30320

30321

30322

30323

30324

UNIT TO BID

LF

LF

LF

LF

EACH

EACH

EACH

EACH

EACH

EACH

FILE NAME: S:\LEX\2900--2999\2940\009\DRAWINGS\CAD\MICROSTATION\SHEETS\300D_BIO_1 _ DRAINAGE SUMMARY.DGN

SHEET NO.

ITEM CODE

ITEM NO.

SHEET NO.

FAYETTE

7-3714 7-3207 7-3710.10

300D-3

REMARKS

MIDLAND STREETSCAPE

DATE PLOTTED: Novem ber 30, 201 8

USER: chel seab E-SHEET NAME: R00505PL Pow er InRoads v8.1 1 .7.443

PERFORATED PI PE 6"

BIOSWALE PIPE DRAINAGE SUMMARY

COUNTY OF

311

STA.

509+58

311

STA.

509+59

311

STA. 509+59 TO STA. 509+41

311

STA.

311

STA. 509+64 TO STA. 509+25

311

STA.

311

STA. 510+05 TO STA. 509+59

311

STA. 510+11

311

STA.

311

STA. 510+44 TO STA. 510+91

311

STA.

311

STA. 510+60 TO STA. 510+05

311

STA.

311

STA. 510+91

311

STA. 510+91 TO STA. 511+25

312

STA.

312

STA. 512+00 TO STA. 512+22

312

STA.

312

STA. 513+21

312

STA. 513+21 TO STA. 512+21

312

STA.

312

STA. 515+38 TO STA. 515+20

312

STA.

312

STA. 516+42 TO STA. 515+38

313

STA. 518+99 TO STA. 519+00

313

STA.

313

STA. 520+83 TO STA. 521+94

313

STA.

313

1 1 14.5

509+64

1 41.5

510+05

1 44.5 1

510+44

1 46.5

510+60

1 53.5

510+66

1 1 34

512+00

1 25

512+22

1 1 100

515+38

1 16.5

516+42

1 106 26.5

520+83

1 110.5

520+87

1

CURB CUT THROUGH WALL

STA. 521+41

1

CURB CUT THROUGH WALL

313

STA.

521+73

1

CURB CUT THROUGH WALL

313

STA.

521+94

313

STA. 521+94 TO STA. 522+28

313

STA.

313

STA. 522+81

313

STA. 522+81 TO STA. 522+28

313

STA.

522+90

314

STA.

524+12

314

STA. 524+12 TO STA. 524+62

314

STA.

524+39

314

STA.

524+62

314

STA.

524+89

314

STA.

525+02

314

STA. 525+02 TO STA. 524+62

1 32

522+40

SHEET TOTAL TOTAL

1 1 54 1 1 51.5 1 1 1 1 39.5

628

26.5

59

82.5

4

1

1

1

10

10

1464.5

92

103.5

250

11

1

1

2

15

22

STORM DRAINAGE PLAN TOWN BRANCH COMMONS PIPE DRAINAGE SUMMARY


SANITARY DRAINAGE TABLES.DGN

OFFSET

SHEET

COMMENT

SHEET NO.

FAYETTE

7-3714 7-3207 7-3710.10

300E

STRUCTURE

STATION

OFFSET

SHEET

SAN005

303+53

1.54’ LT

301

SAN053

132+55

1.38’ RT

307

SAN016

101+21

31.35’ RT

302

SANCO

132+63

29.83’ LT

307

SAN017

102+54

35.84’ RT

302

SAN054

134+94

1.82’ RT

307

SAN022

104+82

58.63’ RT

302

SAN055

135+47

4.10’ RT

308

SAN023

105+00

71.82’ RT

303

SAN061

137+01

20.09’ RT

308

SAN062

137+90

23.95’ RT

308

SAN063

137+90

5.54’ LT

308

SANMH

138+73

9.03’ LT

308

SAN069

146+35

52.54’ RT

310

SAN070

500+75

94.31’ RT

310

SAN094

507+44

20.12’ LT

311

SANMH

507+57

50.00’ LT

311

SANMH

507+69

29.13’ LT

311

SAN095

507+88

36.20’ LT

311

SAN097

510+24

17.33’ LT

311

SAN102

512+01

15.78’ LT

312

SAN105

514+50

14.54’ LT

312

SANMH

514+65

22.31’ LT

312

SANMH

517+55

15.35’ LT

312

SANMH

517+81

17.05’ LT

312

SAN133

517+99

4.28’ LT

312

SAN109

518+79

5.96’ LT

313

SANMH

522+26

36.00’ RT

313

SANMH

522+38

5.00’ RT

313

COMMENT

SANITARY CLEAN OUT

FILE NAME: S:\LEX\2900--2999\2940\009\DRAWINGS\CAD\MICROSTATION\SHEETS\300E_STORM

&

STORM SEWER STRUCTURE ADJUSTMENTS- TRIANGLE PARK STRUCTURE

STATION

OFFSET

SHEET

ST014

303+62

28.24’ RT

301

ST038

101+60

5.24’ LT

302

COMMENT

REPLACE FRAME & LID

SANITARY SEWER STRUCTURE ADJUSTMENTS- DOWNTOWN STREETSCAPE STRUCTURE

STATION

OFFSET

SHEET

COMMENT

SAN026

106+12

35.71’ LT

303

SANMH

523+12

5.00’ RT

313

SAN028

106+58

40.51’ LT

303

SANMH

526+02

5.00’ RT

314

SAN029

106+63

7.72’ LT

303

SANMH

526+85

5.87’ RT

314

SAN030

108+50

1.43’ LT

303

SANMH

527+10

1.32’ RT

314

SAN099

110+37

7.09’ LT

303

SAN121

527+23

14.30’ LT

314

SAN034

112+64

6.81’ LT

304

SAN122

527+01

34.72’ LT

314

SAN036

114+80

25.11’ LT

304

SAN123

528+02

32.58’ RT

314

SAN039

115+11

30.76’ RT

304

SAN040

116+92

31.90’ RT

304

SANMH

304

SAN044

118+78

45.42’ RT

WATER-TIGHT LID

STORM SEWER STRUCTURE ADJUSTMENTS- MIDLAND STREETSCAPE CENTREPOINTE (BY OTHERS)

305

STRUCTURE

STORM SEWER STRUCTURE ADJUSTMENTS- DOWNTOWN STREETSCAPE STRUCTURE

DATE PLOTTED: Novem ber 30, 201 8

USER: chasew E-SHEET NAME: R00505PL Pow er InRoads v8.1 1 .7.443

STATION

ITEM NO.

SANITARY SEWER STRUCTURE ADJUSTMENTS- MIDLAND STREETSCAPE

SANITARY SEWER STRUCTURE ADJUSTMENTS- TRIANGLE PARK STRUCTURE

COUNTY OF

STATION

OFFSET

SHEET

COMMENT

STATION

OFFSET

SHEET

ST154

133+93

7.98’ LT

307

ST161

137+03

14.92’ LT

308

ST212

500+44

27.54’ LT

310

ST213

500+51

1.18’ RT

310

ST030

106+16

69.53’ RT

303

ST214

501+55

12.86’ RT

310

ST031

106+57

68.22’ RT

303

CB

504+85

13.25’ LT

310

ST032

106+71

66.34’ RT

303

ST266

505+37

29.77’ LT

310

ST043

108+54

21.65’ LT

303

ST269

507+29

12.54’ LT

311

ST061

111+36

21.22’ LT

304

STMH

507+35

81.61’ LT

311

ST064

112+15

23.62’ LT

304

ST274

509+11

20.80’ LT

311

ST081

114+79

12.94’ LT

304

ST289

514+77

10.63’ LT

312

ST094

118+71

10.54’ LT

305

ST293

517+90

0.59’ LT

312

ST294

517+90

36.15’ LT

312

ST317

522+28

10.25’ LT

313

COMMENT

SANITARY SEWER STRUCTURE ADJUSTMENTS- TRANSIT CENTER STRUCTURE

STATION

OFFSET

SHEET

SAN046

122+42

5.44’ RT

305

SAN047

124+49

4.44’ RT

306

SAN048

125+70

3.69’ RT

306

SAN049

128+81

0.82’ RT

306

SAN050

128+90

0.89’ RT

306

COMMENT

STORM SEWER STRUCTURE ADJUSTMENTS- TRANSIT CENTER STRUCTURE

STATION

OFFSET

SHEET

ST095

119+10

29.86’ LT

305

ST097

119+25

8.52’ LT

305

ST100

119+47

29.47’ LT

305

ST096

121+24

6.40’ LT

305

ST120

124+43

2.67’ LT

306

ST126

125+56

29.17’ LT

306

ST135

127+43

4.75’ LT

306

ST143

128+71

17.94’ LT

307

ST147

130+42

9.22’ LT

307

COMMENT

STORM DRAINAGE PLAN TOWN BRANCH COMMONS PIPE DRAINAGE SUMMARY


6"

V W

SSMH

15"

WM

PM

PM

PM

PM

PM

PM

PM

SSMH

PM

PM

PM

PM

8"

305+00

FELI X ST.

Ex. R/W

PM

GV SSMH

PM 12"

1 8"

PM

Ex. R/W

CONC. 4"

SSMH SSMH SIGN

12"

Ex. R/W ASPHALT

GV SSMH

BEGIN CONSTRUCTION

GV

STA. 306+00

15"

WM

BIKE RACK

CONC.

CONC.

CONC.

301

" 12

Ex. R/W

15"

7-3710.10

SHEET NO.

STORM SEWER

STA. 299+90.49 N ST W.MAI

W

Ex. R/W

8"

CONC.

BDI-1 8"

LANDSCAPING

8" 3 ST010

LANDSCAPING

8" OVERHEAD MARQUEE SIGN

12"

2

IP

Ex. R/W

LCC MH B1-1

SIGN

1

TBC Ex. R/W

Ex. R/W

ASPHALT

. MT ES EMP. T

SIGN

1

1

6’ x 4’ B.C.

LCC MH A4

7

STORM SEWER

8"

1

SSMH

STORM SEWER

STORM SEWER

PM

PM

GRASS

2

2

PM

8"

H

H

SSMH

2" 1

3 ST011

2

S A N M

S A N M

12"

TEMP. ESMT.

S A N M

1

ST013 3

PM

PM

POST

6’X 4’B.C.

CONC.

CONC.

H

CONC.

BRICK WALL

SIGN

1

HANDRAIL

4

IP GATE

" 15

30"

SIGN

RETAINING WALL

SIGN

CONC.

GRASS

PM

PM 24"

CO-1

CONC.

BRICK

PM

3

1 5 "

H

PM

PM

PM

ST017

2

SSMH

SSMH

937

S A N M SA N H M

PM

Ex. R/W

1 SAN005

940

PM

3

V

V W 12"

943

GV

12"

Ex. R/W

TU CKER STREET

ST016

1-1

WM SIGN

8"

6’X 4’B.C.

CC-3

CC-2

2

V

CC-1A

STO14

W

V W

CC-1

8"

SSMH

GV

Ex. R/WCONC. 6"

FILE NAME: S:\LEX\2900--2999\2940\009\DRAWINGS\CAD\MICROSTATION\SHEETS\301S-1 .DGN

1

24"

STORM SEWER

MATCHLINE

8" SSMH

GRATE INLET

15"

FAYETTE

15 "

Ex. R/W

RETAINING WALL

CONC.

SSMH Ex. R/W 8"

RETAINING WALL

24"

Ex. R/W

SIGN SSMH

ITEM NO.

8" 1

ASPHALT

Ex. R/W

RETAINING WALL

304+00

303+00

302+00

301 +00

Z

300+00

INV.=943.27’

INV.=947.03’

COUNTY OF

1

STORM SEWER STORM SEWER

STORM SEWER

1

STORM SEWER

LEXINGTON CONVENTION CENTER

STORM SEWER

STORM SEWER

STORM SEWER

STORM SEWER

STORM SEWER

0’

Pow er InRoads v8.1 1 .7.443

E-SHEET NAME: R00505PL

USER: StephenM

DATE PLOTTED: Novem ber 30, 201 8

NOTES EXISTING STRUCTURE MODIFICATIONS

STRUCTURE

STATION

OFFSET

COMMENT

TYPE

ST010

302+76

53.38’ RT

DBI

REMOVE STRUCTURE

ST011

303+34

54.01’ RT

DBI

REMOVE STRUCTURE

20’

40’

80’

KEYNOTES

DRAINAGE CONSTRUCTION DETAIL

STRUCTURE 1-1

STATION 302+70

OFFSET

TYPE

22.70’ RT

CBI TYPE A 4-2 (H=8.65’)

F.L. EL. 939.13

1

ADJUST EXISTING FRAME & LID TO F.G.

2

MODIFY EXISTING PIPE, SEE TABLE

3

MODIFY EXISTING STRUCTURE, SEE TABLE

4

BIOSWALE UNDERDRAIN

5

SOIL CELL UNDERDRAIN

6

PERMEABLE PAVER UNDERDRAIN

7

CONNECT TO EXISTING PIPE STUB. VERIFY LOCATION

INV. EL. REFERENCE 930.48

330

BIOSWALE STRUCTURES EXISTING PIPE MODIFICATIONS STRUCTURE STR TO STR

SIZE

LENGTH

VOLUME

STATION

OFFSET

TYPE

RIM EL.

INV. EL. REFERENCE

COMMENT CC-1

301+54

21.34’ RT

CURB CUT

CC-1A

302+03

21.33’ RT

CURB CUT

END TO ST010

12"

10’

REMOVE + PLUG

ST010 TO ST011

12"

58’

REMOVE

CO-1

302+29

27.35’ RT

BIOSWALE CLEANOUT

ST011 TO END

12"

10’

REMOVE

CC-2

302+49

21.33’ RT

CURB CUT

BDI-1

302+94

27.54’ RT

PVC DROP INLET-12"

CC-3

303+09

21.34’ RT

CURB CUT

UNDERDRAIN AND OVERFLOW PIPE STR TO STR

SIZE

LENGTH

TYPE

CO-1 TO BDI-1

6"

65

PERFORATED

BDI-1 TO 1-1

8"

21.5

NON-PERFORATED

AND ELEVATION OF PIPE PRIOR TO ODERING MATERIALS.

937.56

934.31

COORDINATION ITEMS

330

1

NEW CONSTRUCTION, BY OTHERS

2

MODIFY EXISTING PIPE, BY OTHERS

3

MODIFY EXISTING STRUCTURE, BY OTHERS

STORM DRAINAGE PLAN TOWN BRANCH COMMONS BEGINNING TO STA. 306+00


C O N C .

H TM

V W "

6" AL T ME WER TO

ST

6"

5" 1

. W

N AI M

21 00

G UC LF

A ST

GN SI MH T GN SI

6"

. NC CO

6"

H LC MU

1

WV

6"

CP "R 12

6

7-3710.10

302

H LC MU

V W

6"

FAYETTE

3

STO38

6"

SHEET NO.

103 +0 0

102 +0 0

6"

ITEM NO.

INE M ATCHL

PM

H LC MU

WV

W R/

S

. NC R CO TE N A PL

6"

COUNTY OF

104 +0 0

WV

G I RR I

WV

. Ex

12 "

6"

CH UL M 2"

. NC CO

R VE P.) CO TY " ( 6 D GN LI I

H LC MU

6"

RCP 15"

GLM

2

H TC NO

2-2

6"

VE E I AT ENC R CO L F DE TA ME

T. SM .E MP TE

GN SI

W R/

" 12

" 10

. Ex "

O NC SA

. NC CO

H M SS

H M SS

O NC SA

O NC SA

GN SI GN SI N G SI

Ex . R /W

2"

MH SS

" 16

IP

. NC CO

. NC CO

+00 01 1

W R/

CH UL M

MAIN ST. STA. 306+70.51 (BACK)

8 "

VINE ST. STA. 100+00 (AHEAD) =

. Ex

00 + 0 10

T UL VA

CK I BR

6"

H M SS

WV

4"

5" 1

T NE S I W.V

Ex .

8"

1 SAN016

T OS P7 93

GN SI

GN SI

4

GN SI

2-5 CO-1B

Ex .

BDI-1A

7

6"

SAN017

W. VI NE

1

STORM SEWER

LCC MH B2

PM

PE PI

STORM SEWER

STORM SEWER

6"

1

LCC MH B5

L EE ST

. NC CO

D LI

NT VE 2" 1

ST MUL CH

1

V

PM

1 2"

WV

S AS GR

STORM SEWER

Ex .R /W Ex .

R/ W

CON C. T AL PH S A

x. R/W E

STORM SEWER

3

C. B. 4’

LCC SURFACE INLET B-7 SAN022

1

L. DB

x 9’

5

DATE PLOTTED: Novem ber 30, 201 8

USER: StephenM

x. R/W E

1 8"

20’

40’

80’

NOTES

E-SHEET NAME: R00505PL

WAL L

T S O P

R W TE V WA ULT PI VA

LEXINGTON CONVENTION CENTER

PM

0’

Pow er InRoads v8.1 1 .7.443

N I TA UN O F

LL WA

R/ W

STORM SEWER

PM

1 5" RC P

6"

6"

S AS GR

MU LC H

. NC CO

WV

00 6+ 30

PM

DO NOT DISTURB EXISTING WALL

P O S T

A. ST

GN SI

WA LL

ER AT W ULT VA

4 . NC CO

MH SS

2-4

SANM H

C TB

GN SI

CC-3B

5" 1

CO-1A

R/ W

WV

GN SI

ST027

8"

938

3

M U LC H

7 2-1

H M SS

H TM

ST029

CC-3C

CC-3A

T AL PH AS

GV H M SS

. NC CO

2-3

SAN CO

1 5"

H M SS

CK 2 RI B

05+00 STA. 1

4"

. Ex

W R/

GN SI

1 5"R CP

ED RI BU

STORM SEWER

PM

NE LI CH AT

8"

M

. NC CO

P RC 5" 1

P O S T

4"

2

TBC

FILE NAME: S:\LEX\2900--2999\2940\009\DRAWINGS\CAD\MICROSTATION\SHEETS\302 S-2.DGN

PM

EXISTING STRUCTURE MODIFICATIONS

STRUCTURE

STATION

OFFSET

TYPE

COMMENT

ST038

101+60

5.24’ LT

DBI

PLUG

ST029

102+90

14.51’ LT

CBI

MOD. STR. TYPE 1 & CORE STR.

LCC B-7

103+22

81.01’ RT

DBI

CORE STR.

KEYNOTES

DRAINAGE CONSTRUCTION DETAIL

331/346

STRUCTURE

STATION

OFFSET

F.L. EL.

TYPE

1

ADJUST EXISTING FRAME & LID TO F.G.

2

MODIFY EXISTING PIPE, SEE TABLE

3

MODIFY EXISTING STRUCTURE, SEE TABLE

4

BIOSWALE UNDERDRAIN

5

SOIL CELL UNDERDRAIN

6

PERMEABLE PAVER UNDERDRAIN

7

CONNECT TO EXISTING PIPE STUB. VERIFY LOCATION

INV. EL. REFERENCE

2-1

100+52

28.82’ RT

CBI TYPE A 11-2 (H=4.79’)

937.70

933.16

330

2-2

101+93

69.57’ LT

CBI TYPE A 4-2 (H=3.20)

938.97

935.77

331

2-3

101+94

4.42’ LT

CBI TYPE A 15-2 (H=4.44’)

938.89

934.45

331

2-4

102+49

2.71’ LT

CBI TYPE A 4-2 (H=5.27’)

938.78

933.51

2-5

102+90

1.00’ LT

CBI TYPE A 11-8 (H=3.85’)

938.79

934.94

331

EXISTING PIPE MODIFICATIONS STR TO

SIZE

LENGTH

2-1 TO ST038

15"

104.5’

REMOVE

ST038 TO ST029

18"

50’

REMOVE/PLUG PIPE

STR

VOLUME

AND ELEVATION OF PIPE PRIOR TO ODERING MATERIALS.

COMMENT

BIOSWALE STRUCTURES STRUCTURE

STATION

OFFSET

TYPE

CO-1A

100+13

33.40’ RT

BIOSWALE CLEANOUT

CC-3A

100+41

27.34’ RT

CURB CUT

BDI-1A

100+49

35.09’ RT

PVC DROP INLET-18"

CC-3B

100+75

27.34’ RT

CURB CUT

CO-1B

100+86

35.64’ RT

BIOSWALE CLEANOUT

CC-3C

101+05

27.34’ RT

CURB CUT

RIM EL.

INV. EL. REFERENCE

COORDINATION ITEMS 1

937.57

933.10

NEW CONSTRUCTION, BY OTHERS

330

UNDERDRAIN AND OVERFLOW PIPE

STR TO STR

SIZE

LENGTH

TYPE

CO-1A TO BDI-1A

6"

32’

PERFORATED

CO-1B TO BDI-1A

6"

32’

PERFORATED

END TO LCC B-7

6"

212.5’

NON-PERFORATED

STORM DRAINAGE PLAN TOWN BRANCH COMMONS STA. 306+00 TO STA. 105+00


Esm t

10 5+ 00

6"

SHEET NO.

FAYETTE

7-3710.10

303

R/W

. 90 per P.C. F Sl

per Deed

k dew al 0’Si 1

0+00 1 1

09+00 1

08+00 1

ITEM NO.

DO NOT DISTURB

2"

DECORATIVE METAL FENCE W

V

NG DI L BUI

R/W

3"

COUNTY OF

LL ST S. M I

5"

k dew al 0’Si 1

S. BROADW AY

5"

. MT ES PERM. VE CORATI DE NCE E TAL F ME

CH MUL

NG GARAGE I PARK

W

V

1 SAN028 SSMH

5

T BOOTH E VAL

WALL

MULCH

x. R/W E L WAL

TMH

CONC.

3

ST044

V

GATE

BRICK

MULCH

IRRIG

CONC.

2

W

W

CONC.

MULCH

CONC.

W

MULCH CONC.

V

SSMH

BRICK

TB C

SSMH WALL

1

V

SAN026

IRRIG GATE

CONC.

V

W V

V

V

3

MULCH

EO

STORM SEW ER

2

941

3-5

3-4

WV IRRIG

4

940

941 940

CONC.

EO

5"

IRRIG

5"

IRRIG

IRRIG

ST045

CONC.

5"

3-1

2

MULCH

2" 1

W

1 SAN029

IRRIG

SIGN

W EO

STORM SEW ER

4

V

MUL CH

ST052 3

IRRIG

W

STORM SEW ER

PO P PO ST ST OST

SSMH

SSMH

POSTPOSTPO PO ST SI GN ST

CONC. 5

GV

ST042 3

W

BRICK

3-3

V

MA TC HL IN E

FP

FP

FP

3-2

W

3 ST037

BRICK

1 ST043

BRICK CONC.

PERM. . MT ES

MULCH

NG DI L BUI

942

942

W 1 6"

3-6

W

V

CC-4

NE ST W.VI

CC-5

BDI-3

1 SAN030

1 SAN099

TBC

V

CO-3 BDI-2

CO-2

MH SS

1 ST030

1 ST031 SSMH

GRATE

MULCH

SSMH

SSMH

BRICK

CO

EO

CO

IRRIG

METAL

EO MULCH

5"

V

V

IRRIG

W

IRRIG

W

V

MULCH

EO

5"

5"

CONC.

BI K E RACK

EO

6"

EO

CO

CO

WALL

WALL

WALL

WALL

SIGN BASE

5"

MULCH IRRIG

SIGN

CONC.

PM

CONC.

5"

5"

5"

EO

5"

5"

IRRIG

6"

E RACK K BI

V

V

CONC.

W

SAN023

CONC.

6"

1

W

CONC.

6"

CONC.

PM

PM

PM CONC.

PM

W

PM

V

W

V

W

MAG

W

W 16"

V

SIGN

SIGN

V

16"

SSMH

BRICK

BRI CK

BRICK BRICK

L NG WAL NI TAI RE

FDC

CONC.

NG DI L BUI

FFE= ’ 5 4 . 4 4 9 BRICK

CONC.

1 ST032

WS WATER VAULT

W

W

V

V

E "MARBL 4 2 COLUMN

PIV

8"

FDC

40’

80’ W

W

V

V

20’

USER: StephenM

DATE PLOTTED: Novem ber 30, 201 8

KEYNOTES EXISTING STRUCTURE MODIFICATIONS

STRUCTURE

STATION

OFFSET

TYPE

COMMENT

ST037

107+35

19.83’ LT

DBI

REMOVE STRUCTURE

ST042

108+06

20.24’ LT

CBI

MOD. STR. TYPE 3 & CORE STR.

ST044

108+73

22.29’ LT

ST045

108+74

22.08’ LT

ST052

109+40

21.68’ LT

DRAINAGE CONSTRUCTION DETAIL

STRUCTURE

STATION

OFFSET

F.L. EL.

TYPE

107+44

22.70’ LT

JUNCTION BOX TYPE B MOD

941.23

937.14

332

3-2

107+42

23.18’ LT

DBI TYPE 12A MOD (L=29’)

941.12

937.34

332

REMOVE STRUCTURE

3-3

108+06

23.21’ LT

DBI TYPE 12A MOD (l=38’)

940.56

937.39

332

CBI

REMOVE STRUCTURE

3-4

108+06

10.73’ LT LFUCG TYPE D MOD.(H=3.62’)

940.20

936.58

332

CBI

REMOVE STRUCTURE

3-5

108+54

10.47’ LT

JUNCTION BOX TYPE B MOD

3-6

108+73

2.75’ LT

CBI TYPE A 4-1 (H=3.70’)

MANHOLE

332/347

1

ADJUST EXISTING FRAME & LID TO F.G.

2

MODIFY EXISTING PIPE, SEE TABLE

3

MODIFY EXISTING STRUCTURE, SEE TABLE

4

BIOSWALE UNDERDRAIN

5

SOIL CELL UNDERDRAIN

6

PERMEABLE PAVER UNDERDRAIN

INV. EL. REFERENCE

3-1

935.67 939.47

935.77

333

EXISTING PIPE MODIFICATIONS STR TO

BIOSWALE STRUCTURES SIZE

LENGTH

ST037 TO 3-1

15"

8’

REMOVE

ST043 TO ST044

15"

20’

ST044 TO 3-6

15"

ST044 TO ST052

15"

STR

VOLUME

COMMENT

RIM EL.

INV. EL. REFERENCE

STRUCTURE

STATION

OFFSET

TYPE

REMOVE

CO-2

107+04

8.59’ LT

BIOSWALE CLEANOUT

20’

REMOVE

CC-4

107+26

1.33’ LT

CURB CUT

65’

REMOVE

BDI-2

107+36

9.03’ LT

PVC DROP INLET-12"

940.93

937.27

332

BDI-3

109+16

7.39’ LT

PVC DROP INLET-12"

939.68

936.16

333

CC-5

109+43

1.33’ LT

CURB CUT

CO-3

109+46

4.82’ LT

BIOSWALE CLEANOUT

UNDERDRAIN AND OVERFLOW PIPE

STR TO STR

SIZE

LENGTH

TYPE

CO-2 TO BDI-2

6"

32’

PERFORATED

BDI-2 TO 3-4

12"

69.5’

NON-PERFORATED

END TO 3-3

6"

39’

NON-PERFORATED

BDI-3 TO 3-6

12"

39’

NON-PERFORATED

END TO BDI-3

6"

64.5’

NON-PERFORATED

CO-3 TO BDI-3

6"

28.5’

PERFORATED

MULCH

CONC.

2" 1

NG DI L BUI

PLANTER

x. R/W E WALL

NOTES

E-SHEET NAME: R00505PL

MATCHLINE

MH SS

0’

Pow er InRoads v8.1 1 .7.443

STA. 1 1 1 +00

2"

ST A.

FILE NAME: S:\LEX\2900--2999\2940\009\DRAWINGS\CAD\MICROSTATION\SHEETS\303 S-3.DGN

07+00 1

5"

Esm t.

1 06+00

’ 3 9 . 1 4 =9 E F F

STORM DRAINAGE PLAN TOWN BRANCH COMMONS STA. 105+00 TO STA. 111+00


6+00 1 1

1 1 5+00

1 1 4+00

1 1 3+00

1 1 2+00

ITEM NO.

SHEET NO.

FAYETTE

7-3710.10

304

4"

SSMH

COUNTY OF

SSMH

FP PIV

CONC.

CONC.

V

2"

PO STPOS T

CK BRI

V W

2 ST366

PARK NCH BE

GV CH MUL

CH MUL

G RRI I

CONC.

WV

4"

CONC.

6"

6"

E GAT

4"

941

4"

CH MUL

SAN036

CONC.

1

E GAT

STORM SEW ER

SSMH

4-1 CC-6

3 1

CC-7

CC-5A

1

3

3

1 ST081

4-2

1

WV

V

) 1 2 20/ 4 6 / 5 2 US(

W

TBC

W.VI NE ST

ST079

T E RE NEST W.VI

ST077

16"

16"

16"

1 SAN040 SAN039

1

CONC.

CK BRI

E K BI

6"

IP

4"

CONC. CH MUL

CONC.

x. R/W E CONC.

DG BL UMN COL

CONC.

CONC.

DG BL UMN COL

20’

40’

CONC.

CONC. GN SI

T AL ASPH

CONC.

S.UPPER STREET

V W

V

W

6"

CK BRI

CK BRI

PM

DATE PLOTTED: Novem ber 30, 201 8

USER: StephenM E-SHEET NAME: R00505PL

STRUCTURE

STATION

OFFSET

TYPE

COMMENT

DETAIL

STRUCTURE

STATION

OFFSET

TYPE

F.L. EL.

MODIFIED STRUCTURE TYPE 2

346

4-1

111+84

1.00’ LT

CBI TYPE A 4-3 (H=5.20’)

942.11

936.89

333

ST063

111+86

22.57’ LT

CBI

MODIFIED STRUCTURE TYPE 3

333/347

4-2

115+58

1.00’ LT

TRIPLE BOX INLET

945.45

939.15

334

ST064

112+15

23.55’ LT

DBI

CORE STRUCTURE

ST077

114+10

12.23’ LT

CBI

MODIFIED STRUCTURE TYPE 3

ST079

114+18

12.34’ LT

CBI

SAFELOAD (1.0 CY)

ST366

115+70

21.95’ LT

CBI

MOD. STR. TYPE 3 & CORE STR.

ST077 TO ST079

15"

LENGTH 5’

VOLUME 0.3 CY

T AL ASPH

4"

6"

1

ADJUST EXISTING FRAME & LID TO F.G.

2

MODIFY EXISTING PIPE, SEE TABLE

3

MODIFY EXISTING STRUCTURE, SEE TABLE

4

BIOSWALE UNDERDRAIN

5

SOIL CELL UNDERDRAIN

6

PERMEABLE PAVER UNDERDRAIN

INV. EL. REFERENCE

CBI

SIZE

POST

DRAINAGE CONSTRUCTION

22.23’ LT

STR

CH MUL

KEYNOTES

111+78

STR TO

CONC.

80’

ST062

EXISTING PIPE MODIFICATIONS

x. R/W E

CH MUL

NOTES EXISTING STRUCTURE MODIFICATIONS

CH MUL

N

L WAL

CK BRI

WV

IG S

I RRI G

PARK NCH BE

4"

RACK

CH MUL

WS

PARK NCH BE

CK BRI

G RRI I

M ULCH

GN SI

V

CONC. RAMP

CONC. RAMP

6" CH MUL

L WAL

RACK

CONC.

2"

CONC.

CONC.

CH MUL E K BI

TMH

6"

WALL 4" WAL L

CK BRI

CH MUL

CONC.

G RRI I

CK BRI

WAL L

2"

6"

CONC.

WV

4"

S. UPPER ST

5"

BRI CK

BRI CK

6"

V

4"

W

5"

WAL L

CONC.

6"

W

V

G RRI I

CK BRI

CONC.

GN SI

CONC.

PM SSMH

PM

7+00 1 STA. 1

I RRI G

GV

PM

W

W

CONC.

5"

CONC.

MUL CH 4"

GN SI

PM

V

W

I RRI G

WALL

V

GN SI

4"

WW V V

CONC.

CONC.

TBC

BI K E RACK

NE M ATCHLI

SAN034 CO-5

0’

Pow er InRoads v8.1 1 .7.443

1 SAN MH

L R WAL E TE BARRI CONCRE

943

CO-4

TE DGE OF CONCRE E

4

CK BRI

4 4"

4"

CH MUL

STORM SEW ER

CK BRI

ST063 3

942

STA. 1 1 1 +00

4"

CK BRI

BDI-4

MATCHLINE

1

W

GN SI

ONC. C 4

4"

CH MUL

LL WA

PO P ST OS T G RRI I

3 ST062

CONC.

2"

1 ST064

L WAL

4"

2"

L WAL

CK BRI

PARK NCH BE

L WAL

SSMH

L WAL

CONC.

L WAL

1 ST061

CONC.

8" CH MUL

3

L GRAVE

14"

4"

4"

V

5

5

8"

FILE NAME: S:\LEX\2900--2999\2940\009\DRAWINGS\CAD\MICROSTATION\SHEETS\304 S-4.DGN

CH MUL L WAL

FDC

W

CONC. CK BRI

CONC.

CK BRI

4"

CH MUL

WA LL

CONC.

FP CH MUL

CH MUL

CH MUL

12"

WV WM

FP

347

BIOSWALE STRUCTURES STRUCTURE

STATION

OFFSET

TYPE

CC-5A

111+59

1.33’ LT

CURB CUT

CO-4

111+58

5.36’ LT

BIOSWALE CLEANOUT

BDI-4

111+83

6.84’ LT

PVC DROP INLET-24"

CC-6

111+99

1.33’ LT

CURB CUT

CC-7

112+49

1.34’ LT

CURB CUT

CO-5

112+58

7.61’ LT

BIOSWALE CLEANOUT

RIM EL.

INV. EL. REFERENCE

COORDINATION ITEMS

COMMENT SAFELOAD

941.74

937.15

333 1

NEW CONSTRUCTION, BY OTHERS

2

MODIFY EXISTING STRUCTURE, BY OTHERS

3

CULVERT CONNECTION TYPE 1, BY OTHERS

4

SOIL CELL UNDERDRAIN, SEE TABLE, BY OTHERS

UNDERDRAIN AND OVERFLOW PIPE

STR TO STR

SIZE

LENGTH

TYPE

END TO ST061

6"

15’

NON-PERFORATED

CO-4 TO BDI-4

6"

26’

PERFORATED

CO-5 TO BDI-4

6"

74’

PERFORATED

END TO ST064

6"

43’

NON-PERFORATED

END TO STO366

6"

5’

NON-PERFORATED

STORM DRAINAGE PLAN TOWN BRANCH COMMONS STA.111+00 TO STA. 117+00


0 22+0 1

120 +00

+00 21 1

WM

x. R/W E

WV

WV 8"

7"

GN SI

WV

L WAL

GN SI 9"

4"

SSMH

5-2 1

CONC.

3

4. 5’ AR CH

STOR M SEW E R

948 947

4) 4" (

PK

PM

2

IP

ST113 3

GN SI C. ’B. ’x 8 5 . 8

5 5

SSMH

G RRI I PED WV

CH MUL

1 SAN046

GV

GM

L WAL

CONC.

CONC.

DC F

CONC.

1 5"

SSMH

NG DI L BUI

CH MUL

1 5"

GN SI

WM

NG DI L BUI

CONC.

CK BRI

CONC.

1 5"

SSMH 2"

2"

E K BI S RACK

2"

IP

x. R/W E

GN SI

GN SI

WV

WM WV

SANCO BRICK

ST M ESTO N E S. LI

CONC.

E GAT

CONC.

E GAT

2"

GN SI

NG DI L BUI CH MUL

DC F

L WAL

W ALL

WV

S IG N

DATE PLOTTED: Novem ber 30, 201 8

USER: StephenM

1 5 "

8"

T AL ASPH

E GAT

E GAT

V WVPI OST P V W

E GAT

E NTRANC E

E K BI RACK

E L GAT WAL

EXISTING STRUCTURE MODIFICATIONS

STRUCTURE

STATION

TYPE

OFFSET

COMMENT

ST367

117+93

19.42’ LT

CBI

MOD. STR. TYPE 3

ST100

119+47

29.47’ LT

CBI

CORE STR.

ST098

119+48

11.08’ LT

CBI

MOD. STR. TYPE 3, CORE STR.,PLUG

ST099

119+55

11.34’ LT

CBI

REMOVE STRUCTURE

ST105

120+63

15.42’ LT

CBI

SAFELOAD STRUCTURE

ST113

122+04

13.74’ LT

CBI

REMOVE STRUCTURE

DC F

L E STE D I L

L WAL

NOTES

E-SHEET NAME: R00505PL

SSMH

SSMH

CH MUL

0’

Pow er InRoads v8.1 1 .7.443

T NE S E.VI

8"

REG

36"

E K BI RACK

WVWV WV

1

8"

V PI

SANCO

CH MUL

STO96

GV

5" 6"

8 . 5x 8 ’B. C.

1 5"

5"

CONC. CK BRI

V W M W

GN SI

8"

5-4 5" 1

5" CONC.

2"

C. ’B. 3 . 6’x 5

2"

5" 1

CONC.

WM 2"

GN SI

CONC.

W. VI NE ST GN SI

6" 1

SMH S V W

5" 1

7+00 1 1 STA.

8"RCP 1

POST

949

948

BDI-5 C. ’B. ’x 8 5 . 8

3 ST105

4

CH MUL

IP IP

GN SI

36 "R .C .P .

GATE OL CONTR BOX

23+00 STA. 1

TBC

ST099 3 CONC.

5-3

GATE ARM

GN SI CONC.

1

1 ST097

WV

GN SI

SSMH

"RCP 4 "x 3 3 n 5 Twi

1 6"

WV

CH MUL 5) 4" (

CONC.

1

ST100

NC.

CO 3 ST098

1 5 "RCP

WV

E K BI S RACK

T AL ASPH

1 5"R CP

ST094

6" 1

GN SI CONC.

GN SSMHSI 9’ x

GN SI

TBC

E GAT

" 4

ST E ST TONNE ESTO MES I M I S LL

SSMH

13

S K E RAC K BI

P RC 15"

L R WAL E RRI TE BA E CONCR

E GAT

SSMH

POST

8"

1 0’x 4 . 5 ’ARCH

C. ’B. 9’x 5

E GAT

NG BUILDI

SSMH

E GAT

CONC.

E K 5 BI REES 2" T RACK

L WAL

E HLIN M ATC

FILE NAME: S:\LEX\2900--2999\2940\009\DRAWINGS\CAD\MICROSTATION\SHEETS\305 S-5.DGN

GN SI

CONC.

CONC.

DC F

LINE M ATCH

CH MUL

1 ST095

305

IP 7-3207

24"

ST367 2

CONC.

WM V I WVP

5"RCP 1

WV

D H ERN A N

WM V PI MV WW

WV

1 SAN044

TE CRE F CON DGE O E

7-3710.10

FAYETTE RAGE NG GA I PARK

SHEET NO.

GV

Y O A LLE

54"

1 1 9+00

8+00 1 1 NG DI L BUI

ITEM NO.

COUNTY OF

20’

40’

80’

KEYNOTES

DRAINAGE CONSTRUCTION DETAIL

STRUCTURE

STATION

OFFSET

TYPE

F.L. EL.

INV. EL. REFERENCE

5-2

118+24

1.00’ LT

TRIPLE BOX INLET

946.69

939.61

334

335

5-3

119+47

1.00’ LT

CBI TYPE A 4-2 (H=3.56’)

946.89

943.34

335

335/347

5-4

121+44

1.00’ LT

COMB. INLET CASTING BOWL

948.01

942.75

335

5-5

122+07

1.00’ LT

FLUME STRUCTURE TYPE A

948.29

942.78

336/348

1

ADJUST EXISTING FRAME & LID TO F.G.

2

MODIFY EXISTING PIPE, SEE TABLE

3

MODIFY EXISTING STRUCTURE, SEE TABLE

4

BIOSWALE UNDERDRAIN

5

SOIL CELL UNDERDRAIN

6

PERMEABLE PAVER UNDERDRAIN

BIOSWALE STRUCTURES EXISTING PIPE MODIFICATIONS STR TO STR ST098 TO ST099

SIZE 15"

LENGTH 6’

VOLUME -

STRUCTURE

STATION

OFFSET

TYPE

RIM EL.

BDI-5

122+04

27.50’ LT

PVC DROP INLET- 12"

947.72

COORDINATION ITEMS

INV. EL. REFERENCE

COMMENT

943.03

336 1

NEW CONSTRUCTION, BY OTHERS

2

MODIFY EXISTING STRUCTURE, BY OTHERS

3

CULVERT CONNECTION TYPE 1, BY OTHERS

REMOVE UNDERDRAIN AND OVERFLOW PIPE

STR TO STR

SIZE

LENGTH

TYPE

END TO ST100

6"

6’

NON-PERFORATED

BDI-5 TO 5-5

12"

16.5’

NON-PERFORATED

CO-6 TO BDI-5

6"

253.5’

PERFORATED

STORM DRAINAGE PLAN TOWN BRANCH COMMONS STA. 117+00 TO STA. 123+00

NCH BE ) CAL TYPI (


W

9" ACCESS LID

POST COUNTY OF

WV 8"

POST

1 28+00

4"

1 27+00

WV

TMH

POST

POST

CONC.

POST

P P P P P P O O O O O O S S S S S S T T T T T T

5" 1

PIV

WV GATE P PO O ST S WV T

POST

CONC.

1 26+00

GATE CATCH

POST

POST

POST

CONC.

PO PO ST ST

A L L

ASPHALT

TMH

CONC.

WM

1 25+00

1 24+00

PARKING GARAGE

BUILDING

POST

GATE

POST

ITEM NO. POST POST

WV FAYETTE

SHEET NO.

7-3207

306

WV

SIGN

8"

POST

SIGN POST

POST

KEYPAD

POST

GATE

+55.93 44’

CONTROL BOX

ASPHALT

SIGN

950

POST

4"950

96" RCP

6

CO-9

4

POST

951

4

Ex. R/W 16"

WM

2"

2"

CONC.

2"

WM

2"

2"

CONC.

SAN047

MATCHLINE

E. VINE ST

6-3 24"RCP

TBC

6-2

ST120

1

1

SAN048

1

ST135

1

3

1

ST143

SAN049 1

SIGN

SAN050

8"

SIGN

CONCRETE BARRIER WALL

SSMH SSMH

ASPHALT

BUILDING OVERHANG

SSMH

BUILDING OVERHANG FDC

SSMH

CONCRETE

Ex. R/W

BENCH (TYPICAL)

DETECTABLE WARNING TRACK (TYPICAL)

Ex. R/W

5" 1

SSMH

BUS STATION

CONCRETE

BIKE RACKS

20’

DRAINAGE CONSTRUCTION STATION

OFFSET

TYPE

CORE STR.

6-1

124+38

1.00’ LT

FLUME STRUCTURE TYPE E

CBI

REMOVE STRUCTURE

6-2

125+80

1.00’ LT

FLUME STRUCTURE TYPE B

17.84’ LT

MH

CORE STR.

6-3

126+98

1.00’ LT

FLUME STRUCTURE TYPE E

17.67’ LT

CBI

REMOVE STRUCTURE

6-4

128+97

1.00’ LT

FLUME STRUCTURE TYPE C

OFFSET

TYPE

ST126

125+56

29.17’ LT

CBI

ST125

125+73

13.78’ LT

ST143

128+71

ST142

128+91

COMMENT

DETAIL

40’

80’

KEYNOTES

STRUCTURE

STATION

POST

BUS STATI ON

EXISTING STRUCTURE MODIFICATIONS

STRUCTURE

SIGN

Ex. R/W

BUILDING OVERHANG

Ex. R/W

Ex. R/W

1 8"RCP

1 5"

1 5"RCP

Ex. R/W

ASPHALT

BECK ALLEY

8"

Ex. R/W

DATE PLOTTED: Novem ber 30, 201 8

6-4

8"

6 "

USER: StephenM

3 ST142

6’ x 6.3’ B.C.

6’ x 6.3’ B.C.

1

2"

SSMH

SSMH

6-1

SSMH

WM

2"

ST125 3

6’ x 5.3’ B.C.

Ex. R/W

Ex. R/W

2"

WM

NOTES

E-SHEET NAME: R00505PL

SSMH

WV

2"

CONC.

6

CONCRETE BARRIER WALL

SIGN

16"

SSMH

951

Ex. R/W

SIGN

Ex. R/W

BDI-7

950

0’

Pow er InRoads v8.1 1 .7.443

96" RCP

MATCHLINE

C. ’B. ’x 8 5 . 8

POST POST

949

5" 1

STA. 1 23+00

951

949

1 5"

FILE NAME: S:\LEX\2900--2999\2940\009\DRAWINGS\CAD\MICROSTATION\SHEETS\306 S-6.DGN

Ex. R/W

CO-8

MULCH

948

Ex. R/W

ASPHALT

POST

TBC

4

MULCH

949

POST

POST

4

ST126

CO-7 948

POST

5"PVC 1

3

POST

42"

1

949

GATE ARM

BDI-6

CO-6

4

CONC.

48"

CONC.

CONC.

+12.30 44’

APPROX. L OCATI ON 1 0’x 4 ’CONC. BOX CUL VE RT

POST

42"RCP

GATE

MULCH

STA. 1 29+00

2"

CONC.

Ex. R/W

GATE ARM

CONTROL BOX

ASPHALT

IP

SIGN

POST

Ex. R/W

MULCH

POST SIGN

SIGN

SIGN IP

" 4

CONC.

CONC.

AYRES ALLEY

CONC.

F.L. EL.

INV. EL. REFERENCE 336

950.28

954.14

1

ADJUST EXISTING FRAME & LID TO F.G.

2

MODIFY EXISTING PIPE, SEE TABLE

3

MODIFY EXISTING STRUCTURE, SEE TABLE

4

BIOSWALE UNDERDRAIN

5

SOIL CELL UNDERDRAIN

6

PERMEABLE PAVER UNDERDRAIN

337/349 337

951.90

946.43

338/350

BIOSWALE STRUCTURES STRUCTURE

STATION

OFFSET

TYPE

CO-6

124+57

28.62’ LT

BIOSWALE CLEANOUT

BDI-6

125+69

29.14’ LT

PVC DROP INLET- 12"

CO-7

125+80

28.27’ LT

BIOSWALE CLEANOUT

CO-8

127+34

28.16’ LT

BIOSWALE CLEANOUT

CO-9

128+07

29.78’ LT

BIOSWALE CLEANOUT

BDI-7

128+73

29.56’ LT

PVC DROP INLET- 12"

RIM EL.

INV. EL. REFERENCE

949.35

946.10

950.87

947.62

337

UNDERDRAIN AND OVERFLOW PIPE

STR TO STR

SIZE

LENGTH

TYPE

END TO CO-7

6"

138’

PERFORATED

BDI-6 TO ST126

12"

10.5’

NON-PERFORATED

CO-7 TO BDI-6

6"

11.5’

PERFORATED

CO-8 TO CO-7

6"

154.5’

PERFORATED

END TO CO-8

6"

91’

PERFORATED

CO-9 TO BDI-7

6"

65’

PERFORATED

BDI-7 TO ST143

12"

11’

NON-PERFORATED

CO-10 TO BDI-7

6"

206’

PERFORATED

STORM DRAINAGE PLAN TOWN BRANCH COMMONS STA. 123+00 TO STA. 129+00


SIGN

SIGN

SIGN

Ex. R/W

SSMH

2"

CONC.

SIGN

TEMP.ESMT.

WV

2"

2"

SAN CO

1

ST153

3

BUILDING

ASPHALT

CONC.

TEMP. ESMT. TEMP. ESMT. TEMP. ESMT. TEMP. ESMT.

16"

WV

Ex. R/W

PERM. ESMT.

SANCO

PERM. ESMT.

CONC.

L V R G

L V R G

L V R G

4

L V R G

SSMH

Ex. R/W

955

2"

SSMH

2"

956

2"

SSMH

6’ x 7.8’ B.C.

CO-11

1 SAN053

7-2

1

1 SAN054

BDI-9

BDI-8

ST154

1

E. VINE ST

E. VINE ST

SSMH

WV

ASPHALT

BUILDING

RETAINING WALL

MULCH

Ex. R/W

L NG WAL NI TAI RE

L NG WAL NI TAI RE

CONC.

WALL

RETAINING WALL

WM

RETAINING WALL

MH

Ex. R/W

CONC.

OFFSET

TYPE

ST153

133+17

18.36’ LT

CBI

COMMENT REMOVE STRUCTURE

WM

WALL

ASPHALT

24"

BUILDING

24"

24"

ASPHALT

GRASS

ASPHALT

STRUCTURE

STATION

OFFSET

TYPE

7-1

129+90

1.00’ LT

FLUME STRUCTURE TYPE E

7-2

133+22

1.00’ LT

FLUME STRUCTURE TYPE D

20’

40’

80’

KEYNOTES

DRAINAGE CONSTRUCTION DETAIL

Ex. R/W

PARKING GARAGE

EXISTING STRUCTURE MODIFICATIONS

STATION

GV POST POST

WM

ASPHALT

STRUCTURE

2"

OLD SIGN BASE

6"

SANCO SANCO WALL

Ex. R/W

2"

SIGN

WM

2"

CONC.

MULCH

POST

2"

G M

WM PARK Ex. R/W BENCH

SIGN

1 8"RCP

2"

M ATCHLINE

8"

SSMH

DATE PLOTTED: Novem ber 30, 201 8

USER: StephenM

Ex. R/W

TBC

ST147

7-1

1 5"

MATCHLINE15"PVCTBC

7 95

NOTES

E-SHEET NAME: R00505PL

CONC. 956

0’

Pow er InRoads v8.1 1 .7.443

Ex. R/W

4

WV

L V R G

CONC. BIKE RACKS

CO-12

TEMP. ESMT.

BDI-10

POST

L V R G

2"

1 34+00

Y D R IM IE = =9 9 5 55 4 .5 .4 7 7 CONC.

FOUNTAIN

2"

2"

1 33+00

PARK BENCH

3"

POST

SIGN

WM

307

7-3714

CONC.

5" 1

SIGN

7-3207

FAYETTE

POST

Q UALI TY ST

SIGN

SHEET NO.

35+00 STA. 1

952

951

15" RCP

FP

GATE ARM

POST

953

Q UALI TY ST

STA. 1 29+00

CO-10

PROP. R/W

P O S T P O S T

4

FILE NAME: S:\LEX\2900--2999\2940\009\DRAWINGS\CAD\MICROSTATION\SHEETS\307 S-7.DGN

TEMP. ESMT.

P P O O S S T T

TEMP. ESMT.

P C R " 6 9 ASPHALT

POST

GATE

CONTROL BOX

P O S T

CONC.

Ex. R/W

POST POST

QUALI TY ST

POST

SIGN SIGN POST RAIL

ITEM NO.

COUNTY OF

3"

POST

PO POST ST

POST

POST

1 5"RCP

4"

T S O P SIGN

POST

POST

4"

4"

4"

Ex. R/W

T POS

POST

CONC.

96" RCP

PM

CONC.

2"

PM

S IG S N IG P P NP P P P P P P O PO P P P P O O O O O O O O PO O S O O O S S S S S S S S T ST S S Ex. R/W S S T T T T T T T T ST T T T T

PM

PM

Ex. R/W

1 32+00

1 31 +00

1 30+00

WV

F.L. EL.

INV. EL. REFERENCE 338/354

956.59

951.74

1

ADJUST EXISTING FRAME & LID TO F.G.

2

MODIFY EXISTING PIPE, SEE TABLE

3

MODIFY EXISTING STRUCTURE, SEE TABLE

4

BIOSWALE UNDERDRAIN

5

SOIL CELL UNDERDRAIN

6

PERMEABLE PAVER UNDERDRAIN

338A/351

BIOSWALE STRUCTURES STRUCTURE

STATION

OFFSET

TYPE

CO-10

130+81

33.26’ LT

BIOSWALE CLEANOUT

CO-11

132+64

15.38’ LT

BIOSWALE CLEANOUT

BDI-8

133+11

14.81’ LT

PVC DROP INLET-12"

955.60

951.64

338A

BDI-9

133+46

14.49’ LT

PVC DROP INLET-12"

956.00

951.88

338A

BDI-10

133+91

15.43’ LT

PVC DROP INLET-12"

956.50

952.32

CO-12

134+54

14.93’ LT

BIOSWALE CLEANOUT

RIM EL.

INV. EL. REFERENCE

UNDERDRAIN AND OVERFLOW PIPE

STR TO STR

SIZE

LENGTH

TYPE

CO-11 TO BDI-8

6"

45.5’

PERFORATED

BDI-8 TO 7-2

12"

5’

NON-PERFORATED

BDI-9 TO 7-2

12"

27’

NON-PERFORATED

BDI-10 TO BDI-9

8"

44.5’

NON-PERFORATED

CO-12 TO BD-10

6"

63.5’

PERFORATED

STORM DRAINAGE PLAN TOWN BRANCH COMMONS STA. 129+00 TO STA. 135+00


SSMH

RO SE

ST ROSE

8"

1 CONC.

6"

E K BI RACK

GN SI

26.14’

+18 25.56’

CONC.

4 4

8"

6’x 6’B . C.

4

BDI-12 CC-8

ST

8-4

NE ST .VI E

CO-13

1 5"

8-3 SAN062

24"

1

CONC.

CON C.

MH 5"

D PAVE ( ) OVER

6"

GRA SS

R/W . Ex GN I

CONC.

S

GN SI

GN SI

12 "

Ex. R/W

WV SSMH GV M G

WM 6"PV

C

E GAT E GAT BUI LDI NG

Ex. R/W

1 8"VC P

ST RO S E

GN SI

6’x 6’B . C.

CONC. E TABL

WM

Ex. R/W

6"ST EEL

SSMH

R/W

GN SI

CONC.

ALT ASPH

POST POST

15 "

GN SI

POST

SSM H

24Ex " .

SI GN

1 8"

S GRAS

CONC.

C O N C .

GN SI

RET GN AI I NI NG S GN WAL L SI

Ex. R/W

1 5 "RCP

VY CK I THI GN SI

S GRAS

3"

1 2 "RCP

GN SI

Ex. R/W

5"

BRICK W ALL

GN SI

1 2"

3"

ALT ASPH

1 5"

CONC.

SSMH

x 6’

B EL J

CK BRI

GN P SI OST BASE

M W

O LD V I N E S T

0’

DATE PLOTTED: Novem ber 30, 201 8

USER: StephenM

EXISTING STRUCTURE MODIFICATIONS

COMMENT

ST165

139+39

18.29’ LT

CBI

REMOVE STRUCTURE

ST203

140+81

51.52’ LT

CBI

CORE STR.

S GRAS

CONC.

5"

1 5"

8-1 SAN061 1

/W Ex. R

4"

CONC.

1 5"

1 8"

SAN063

8-2

. NC CO

E-SHEET NAME: R00505PL

CO-16

CC-9 6"

20’

40’

80’

NOTES

Pow er InRoads v8.1 1 .7.443

+00 41 1 STA.

GN SI

WV

6"

4

SAN MH

WV

TYPE

TBC

6"

6"

8-6

8"

OFFSET

GN SI

1

MAG

STATION

5"

6"

CONC.

6" 1

+31

ST159

STRUCTURE

T S O P

HLINE M ATC

32.11’

CONC.

x. R/W E

WV

1

BUI LDI NG

/W Ex. R

GN SI MAG

WM

BDI-11

CO-14

W X. R/ E

+18

S GRAS

16"

E.V I NE ST

Ex. R/W

P I

8-5

MMM WWW

3 ST165

ESMT. +31 TEMP. . T M 32’ S E PERM. ALT ASPH

GN SI

6’x 7. 8’B . C.

WM

5"RCP 1 5"RCP 1

WV

3"

PAR KI NG GAR AGE ENT RAN CE

T S T N O S IG P S PO

R STORM E W E S

SSMH

SAN055

SSMH

CO-15

H MULC

E x. R/W

MAG

ST203

NG DI L BUI

3"

MAG

3"

N IG S

6" 3) (

WV

I P

CON C.

40+00 1

39+00 1

1 5"RC P

CON C.

Ex. R/W

CON C.

SI GN

RO S E

TEM P. ESM GRA T. SS 2

3

SSMH

4"

2"

P I

1 5"

24"

308

N IG S

ALT ASPH

MUL CH

7-3714

6"RCP 9

BUI LDI NG

Ex. R/W

FAYETTE

Ex. R/W

2"

ST

CON C.

N G I S

SHEET NO.

P I

TMH

2"

ITEM NO.

Ex. R/W

CON C.

Ex. R/W SI GN

30"

1 5" RC P

ASP HALT

STA. 1 35+00

TBC

M ATC HLINE

Ex. R/W

3"

COUNTY OF

/W Ex. R

SI GN

TEMP . ESMT .

EX. R/W

TEMP. ESMT.

FILE NAME: S:\LEX\2900--2999\2940\009\DRAWINGS\CAD\MICROSTATION\SHEETS\308 S-8.DGN

TMH

SSM H

3"

7 4 . 5 5 7 9 5 . D 4 Y M= I 95 R = E I

2"

37+00 1

30" RCP

SSM H

PM 2"

38+00 1

I P

CON C.

1 36+0 0

SI GN 5"

96"R CP

M UL CH

30"R CP

ASP HALT

SSM H

KEYNOTES

DRAINAGE CONSTRUCTION DETAIL

339

STRUCTURE

STATION

OFFSET

TYPE

F.L. EL.

1

ADJUST EXISTING FRAME & LID TO F.G.

2

MODIFY EXISTING PIPE, SEE TABLE

3

MODIFY EXISTING STRUCTURE, SEE TABLE

4

BIOSWALE UNDERDRAIN

5

SOIL CELL UNDERDRAIN

6

PERMEABLE PAVER UNDERDRAIN

INV. EL. REFERENCE

8-1

137+00

0.31’ LT

MANHOLE TYPE A

959.69

955.09

8-2

137+70

0.89’ LT

LFUCG TYPE D MODIFIED

959.15

956.04

8-3

138+75

22.06’ RT

CBI TYPE A 4-2 (H=5.30’)

959.03

953.92

8-4

139+32

1.17’ RT

LFUCG TYPE D MODIFIED

959.03

954.12

339

8-5

140+93

11.93’ LT

JUNCTION BOX TYPE B MOD

959.00

955.13

339

8-6

140+96

1.05’ LT

CBI TYPE A 4-6 (H=3.20’)

958.60

955.40

339

338A

BIOSWALE STRUCTURES STRUCTURE

STATION

OFFSET

TYPE

CO-13

138+61

5.37’ LT

BIOSWALE CLEANOUT

CO-14

139+06

15.54’ LT

BIOSWALE CLEANOUT

BDI-11

139+38

15.91’ LT

PVC DROP INLET- 12"

CC-8

139+51

2.32’ RT

CURB CUT

BDI-12

139+61

1.33’ RT

PVC DROP INLET- 12"

CO-15

140+07

16.68’ LT

BIOSWALE CLEANOUT

CC-9

140+11

5.23’ RT

CURB CUT

CO-16

140+31

0.41’ RT

BIOSWALE CLEANOUT

RIM EL.

INV. EL. REFERENCE

958.57

954.31

339

958.71

955.42

339

UNDERDRAIN AND OVERFLOW PIPE

STR TO STR

SIZE

LENGTH

TYPE

CO-13 TO 8-4

6"

71’

PERFORATED

CO-14 TO BDI-11

6"

31’

PERFORATED

BDI-12 TO 8-4

12"

26.5’

NON-PERFORATED

CO-15 TO BDI-11

6"

68’

PERFORATED

CO-16 TO BDI-12

6"

69’

PERFORATED

STORM DRAINAGE PLAN TOWN BRANCH COMMONS STA. 135+00 TO STA. 141+00

C. B. 5’ 4.


S S M H

W M

EX .

2 4 "

W V S S M H

T POS

R / W

COUNTY OF

ITEM NO.

SHEET NO.

FAYETTE

7-3714

309

T R HH AF

2 4 " V C P

P I M AG

K

142 +0 0 95 9

GN T SI POS

WV

R/ W

18 18 "V C " P V C P

GN SI

960

GLM 96 1

GLM

ELE C HH

SI GN

ST

ELE C HHE x

.R /W Ex .R /W

R/ W

ST173 3

CO-17

PO ST

SS MH

0 +0 5 14 9-2

R / W

A

Ex .

R COMMENT

ELE C HH

MA G SI GN

0" 1

MA G

DETAIL

STRUCTURE

STATION

OFFSET

TYPE

F.L. EL.

CBI TYPE A 4-2 (H=6.07’)

961.28

955.21

340

ST174

144+23

9.48’ LT

CBI

REMOVE STRUCTURE

9-2

144+20

1.27’ LT

SHALLOW CBI TYPE A

961.76

958.52

340

EXISTING PIPE MODIFICATIONS

BIOSWALE STRUCTURES COMMENT

STRUCTURE

STATION

OFFSET

TYPE

RIM EL.

5’

REMOVE

BDI-13

141+09

16.67’ LT

PVC DROP INLET- 12"

958.39

955.25

8’

REMOVE

CO-17

142+63

14.88’ LT

BIOSWALE CLEANOUT

BDI-14

145+15

7.53’ LT

PVC DROP INLET- 12"

962.13

959.64

CC-12

145+54

1.34’ LT

CURB CUT

CC-13

145+89

1.34’ LT

CURB CUT

CO-18

146+01

10.84’ LT

BIOSWALE CLEANOUT

15"

9 6 3

16" SS A GR

WM

E N VI

0’

20’

40’

80’

1

ADJUST EXISTING FRAME & LID TO F.G.

2

MODIFY EXISTING PIPE, SEE TABLE

3

MODIFY EXISTING STRUCTURE, SEE TABLE

4

BIOSWALE UNDERDRAIN

5

SOIL CELL UNDERDRAIN

6

PERMEABLE PAVER UNDERDRAIN

7

STORMWATER TRENCH DRAIN CONNECTION.

INV. EL. REFERENCE

1.00’ LT

ST174 TO 9-2

S B U R H S

DRAINAGE CONSTRUCTION

143+16

15"

BDI-14

KEYNOTES

9-1

ST173 TO 9-1

M A G

WV

C ELE HH

SI GN

Ex. R/W

REMOVE STRUCTURE

STR

S IG N

C. CON

CON C.

CBI

VOLUME

S I G N

PO ST

7.96’ LT

LENGTH

IP

EC EL HH

143+15

SIZE

EC EL HH

W R/W M Ex.

E.

ST173

STR TO

CC-12

VEL GRA

ST

B

N

D

SS MH

G DATE PLOTTED: Novem ber 30, 201 8

TYPE

/ SS GRA

W L V H E S IG H C N

EC EL H H

15 " R C P

LV D

18 "

6 ’ x 6 ’ B .C .

EXISTING STRUCTURE MODIFICATIONS

OFFSET

W V

W\

E. VI NE ST

SS MH

STATION

S I GN PI

GU Y

Ex .R /W B U IL D IN G

STRUCTURE

3

R/W P. PRO

2

MAG

15 "

USER: chasew

MA G

W IR ES

ELE C HH

1 5"RCP

GR AS S

CC-13

SI GN

SIG NS

W

2

C O N C .

CO-18

EL HH EC

7

SS MH WV

1 2"

E-SHEET NAME: R00505PL

ELE C HH

ST174

9-1

CO NC .

M U LC H

E

WV

ELE C HH

A LL

6’x 4 . 5 ’B. C.

GR AS S

KY TC

S IG N

MAG

EMH

W AT ER

AP PA CORE NC NT .

HH

M AG I P

WA

1 6"

EL EC

GN SI S IG N

S T

S IG N

4 MA G

GR AS S

1 44+00

GN SI

ELE C HH

AS PHA LT

W / R

KY TC

M A I N

C O N C .

WI ND ST R EA M

) D A E H (A

GN OST SI P

RA C NS FO RM ER

. x E

AP PA RE NT

960

B U IL D IN G

T E M P .E S M T EL .T E

T POS

4

WM SI GN

GR AS S

B J TEL

T POS

NOTES

Pow er InRoads v8.1 1 .7.443

I P

I P

ELE C HH

Ex .R /W

6

GV

GN SI CO NC .

M U LC H

HH

CP "R 96

W ATER ST

95 8

EL EC P ED

27 "

M H

T E HH LE

G R A S S

E A S T

I P

R/ W

T S T E A M B TU A P S E E .E S M T .

TER ST

SI GN

GR AS S

I P

SS MH

0 0 + 0 0 5

KY TC

N G I S GN SI

C O N C .

EL HH EC P ED

. A T S

HH

9 95

27" VCPSS

I P I V P I P W

S T

9 6 2

T POS

BDI-13 AP PA R NT ELE E C

SS M H

SS P M 27"VC H

S T

P R OP .R / W

MA G

I P

Ex I P 96 .R "R /W CP

HH

M A I N

W

T E M P .E S M T .

15"

T POS

1 8 "

EC EL

C B T

MA TC HLI NE

I P

A P S PR T O OX R M . M LO A C A N HO T LE ION

I P

GN SI T POS

24 " V C P

I P

T POS

FILE NAME: S:\LEX\2900--2999\2940\009\DRAWINGS\CAD\MICROSTATION\SHEETS\309 S-9.DGN

PM

36 " R C P

TB C

I P

1 0 "

WM C O R NC. /

E .

M A I N

P ED

E IN L H C T A

EX .R /W

MA G

2 4 " V C P

SS MH

AP DR PR OP OX . 18 IN L " LE OC R T AT C P IO N

1 43+0 0

GN SI

E .

B I R KE A C K

E x .

S M H

M

ST A. 141 +0 0

15" RC P

GN SI

S A N C O

G R A V EL

C O (BACK) 30.05’ LT. S

1 6 "

" 15

I P

M A G

M A G

R/ W

"R 84

VINE ST. STA. 146+39.65,

A S P HA LT

S S M H

Ex .

B R MIDLAND AVE. STA. 500+00 (AHEAD) = IC CP

14 6 + 0 0

15 " RC P

C O

INV. EL. REFERENCE 339

(VERIFY ROUTING WITH WALL FOUNDATION)

UNDERDRAIN AND OVERFLOW PIPE

STR TO STR

SIZE

LENGTH

BDI-13 TO 8-5

12"

14.5’

NON-PERFORATED

CO-17 TO BDI-13

6"

153.5’

PERFORATED

BDI-14 TO 9-2

12"

90.5’

NON-PERFORATED

CO-18 TO BDI-14

6"

82.5’

PERFORATED

END TO CO-18

6"

54’

NON-PERFORATED

TRENCH TO BDI-14

6"

29’

NON-PERFORATED

TYPE

STORM DRAINAGE PLAN TOWN BRANCH COMMONS STA. 141+00 TO STA. 146+39.65


502+0 0

10" 12"

W R/ K IC BR

15" 8"

12" 10"

GRASS 10"

18" 12"

TEM P. ESM T.

15"

CO

ST

N I A

ST263

M

15"

. MT ES EMP. T

3

ST265

1

CONC.

ST

20"

PERM. ES MT . SSMH

ST214

E X. R/W

6"

1

X. R/W E

SSMH

CONC.

STORM SEWER

M SS

CONC.

8 4 "RCP

H

EC EL HH D PE

M

. NC CO

HH

10-3

E X. R/W

CH UL

10-4 1 5"

10-5

M EA TR NDS WI

EC EL

. NC CO

VE. ND A A L D I M

HH

GN SI

MI DL AND AVE . 12" P RC 18"

SSMH CONC.

E X. R/W E X. R/W

SI GN M

CONC.

SSMH

E L E C H H

CONC.

M SS

P RC 8" 1

E X. R/W

RE TAI NI NG WAL L

GRASS

H

1 5 "RCP

MUL CH . NC CO

JB

1

K IC BR

EC EL HH

H

. NC CO

M SS

V

H

W

TM

SI GN

SI GN

R/ W

TB

HH

HH

CH UL

GRASS

E X. R/W

8"RCP 1

D PE

AF TR

EC EL

. NC CO

SAN069

WV

CONC.

EX .

CH UL

GN SI

GN SI

M

E LIN H C T MA

SI GN

H EM

STA. 506+00

3

CB CB RI M= 963 . 75 I E=9 61 . 55

CONC.

10-2

H

GRASS

TBC

N I

PERM. ESMT. 8 4 "RCP

S S M

1

MATCHLINE

D PE

A

ST

M

5" 1

E.

N I

1

ST

A

ST212

ST266 15"

GRASS EA

H

PERM. ESMT.

E L E E CW X. H H R /

TBC

8" 8"

12"

M SS

M

CK) (BA 5 .6 +39 6 4 . 1 STA

15"

310

8"

6"

" 16

E.

EC EL

0.DGN 0 S-1 FILE NAME: S:\LEX\2900--2999\2940\009\DRAWINGS\CAD\MICROSTATION\SHEETS\31

7-3714

10"

1 SAN070

V

E.

W

W

M

V

EC EL HH

GN SI

" 10

GN SI

MIDLAND AVE. STA. 500+24.09 (AHEAD) = VINE ST. STA. 146+39.65, 30.05’ LT. (BACK)

A N I

AG

IP

M

ST

N

AF TR HH

G SI

UBS SHR

CB RI M= 968 . 1 I 9 E=9 66. 03

505+00

10"

E IT AN GR

. EX

CO

R TE AN PL

CB RI M= 964 . 77 I E=9 62. 55 10"

504+00

W R/

503+00

E IT AN GR

E IT AN GR

. EX

+00 501

E IT AN GR

15"

10"

POS T

1 ST213

FAYETTE

SHEET NO. 8"

ST211 3

10-1

ITEM NO.

10"

ESMT. TEMP.

TE MP . ES MT .

COUNTY OF

M SS H

0’

20’

40’

80’

W V

EXISTING STRUCTURE MODIFICATIONS

STRUCTURE

STATION

OFFSET

TYPE

ST211

500+41

48.38’ LT

CBI

REMOVE TOP PHASE ONLY

ST263

503+30

13.14’ LT

CBI

MOD. STR. TYPE 1

ST265

504+80

13.24’ LT

CBI

MOD. STR. TYPE 4 & CORE STR.

COMMENT

KEYNOTES

DRAINAGE CONSTRUCTION DETAIL

F.L. EL.

INV. EL. REFERENCE

STRUCTURE

STATION

OFFSET

TYPE

10-1

500+41

45.53’ LT

CBI TYPE A 4-2

341/346

10-2

500+93

2.75’ LT CULVERT CONNECTION TYPE 2

342/347

10-3

500+93

2.75’ LT

CBI TYPE A 4-2 (H=9.75’)

961.62

951.97

341

10-4

503+30

1.00’ LT

CBI TYPE A 4-2 (H=6.43’)

962.91

956.48

341

10-5

504+80

1.00’ LT

CBI TYPE A 4-2 (H=3.20’)

963.73

960.53

342

1

ADJUST EXISTING FRAME & LID TO F.G.

2

MODIFY EXISTING PIPE, SEE TABLE

3

MODIFY EXISTING STRUCTURE, SEE TABLE

4

BIOSWALE UNDERDRAIN

5

SOIL CELL UNDERDRAIN

6

PERMEABLE PAVER UNDERDRAIN

341/345

.7.443 1 Pow er InRoads v8.1

E-SHEET NAME: R00505PL

USER: chasew

8 DATE PLOTTED: Novem ber 30, 201

NOTES

STORM DRAINAGE PLAN TOWN BRANCH COMMONS STA. 500+00 TO STA. 506+00


8"

EAST SHORT ST

4

GRASS

EX. R/W

"RCP 4 8

GRASS

EX. R/W

965

+LP

F CUT OF E Y POL T I L I UT

1 SAN095 CO-20A

1 ST269 CO-20

11-5

4

BDI-16

CC-15

CC-14

CO-24

CC-16

CC-17

. AND AVE DL MI

SSMH 12"

SI GN 8" 1

E X. R/W

WVWV

CONC.

E X. R/W

CONC.

ASPH AL T

E X. R/W

WV

20"

CONC.

WM WM

4"

3" 4"

EMH

ASPH AL T

L ANDSCAPI NG

E MH

5"

1 8"

1 8"

BUI L DI NG

USER: chasew

DATE PLOTTED: Novem ber 30, 201 8

NOTES

E-SHEET NAME: R00505PL

20"

GRASS

CONC.

FDC

E X. R/W

SI GN

MULCH

WV

SI GN

E X. R/W

CONC.

CONC.

M ATCHLINE

MATCHLINE

TBC

P C R " 12

TBC

11-1

0’

Pow er InRoads v8.1 1 .7.443

96 8

8 4 "RCP

966

964

SSMH

SSMH

SI GN

BDI-17

1 ST274

965

EX. R/W

CONC.

NC. 3 ST277CO

CORRA L ST

4

2

96

ST

SSMH STORM SEWER

CONC.

4

GRASS

GRAS

SI GN

12"

SSMH

IP

L

E X. R/W

15"

3

5"

A RR

CONC.

SSMH

1 SAN097

GRASS

5 1

"

CO-22 ST275

MAG

966

11-6"

965

ASPH AL T

EX. R/W

S PERM. ESMT.

X. R/W E

BDI-18

36"

STA. 506+00

MAG

6 CO

SI GN

SSMH

BUI L DI NG

TEMP. ESMT.

1 0 "

CO NC .

CONC.

1

WM

ASPH AL T

1

ST EAST SHORT

FILE NAME: S:\LEX\2900--2999\2940\009\DRAWINGS\CAD\MICROSTATION\SHEETS\31 1S-1 1 .DGN

MAG

4

ST

20"

SANCO

11-4

CO-23

SAN094

3

3 ST279

7

CO-21

CO-19

CONC.

ST268

WV

MAG

RT

1 5"

4

RA SS

9 6 4

O

1 8"

1 36"

5

9 6 5 G

BDI-15

SH

ST270

TEMP. ESMT.

STA. 51 2+00

E.

3

ST273 3

1 5"

CONC.

6"

1 0"

TEMP. ESMT.

11-3

5" 1

311

CORRA L ST

GRASS

PERM. ESMT.

Z

TEMP .ESMT .

2

R/ W

11-7

11-2

7-3714

15 "

4"

FAYETTE

SHEET NO.

W R/

8

ITEM NO.

W R/

EX .

1

COUNTY OF

. EX

8

CO NC .

. EX

6"

GR AS S

Z

8"

CO NC .

7

R/ W

15 "

6"

507+00

EX .

15 "

8"

IP

51 1 +00

AS PH AL T

8"

51 0+00

SSMH

509+00

5"

508+00

GR A SS

EXISTING STRUCTURE MODIFICATIONS

STRUCTURE

STATION

OFFSET

TYPE

506+48

14.50’ LT

CBI

MOD. STR. TYPE 1

ST270

507+15

69.69’ LT

CBI

ST273

508+18

62.84’ LT

ST275

509+22

ST277 ST279

DETAIL 346

STRUCTURE

STATION

OFFSET

TYPE

508+18

62.74’ LT

PVC DROP INLET- 24"

REMOVE STRUCTURE

CO-19

508+36

41.90’ LT

BIOSWALE CLEANOUT

CBI

REMOVE STRUCTURE

CO-20

508+47

7.01’ LT

BIOSWALE CLEANOUT

38.41’ LT

CBI

REMOVE STRUCTURE

CC-14

508+52

1.32’ LT

CURB CUT

509+38

14.10’ LT

CBI

MOD. STR. TYPE 4

CO-21

509+16

36.83’ LT

BIOSWALE CLEANOUT

511+21

32.16’ LT

CBI

REMOVE STRUCTURE

CO-20A

509+34

8.36’ LT

BIOSWALE CLEANOUT

CC-15

509+58

1.33’ LT

CURB CUT

BDI-16

509+59

6.70 ’ LT

PVC DROP INLET- 12"

CO-22

509+64

37.37’ LT

BIOSWALE CLEANOUT

BDI-17

510+05

5.12’ LT

PVC DROP INLET- 12"

CC-16

510+11

1.33’ LT

CURB CUT

342A/347

EXISTING PIPE MODIFICATIONS

SIZE

STR

LENGTH

VOLUME

80’

KEYNOTES

BDI-15

STR TO

40’

BIOSWALE STRUCTURES

COMMENT

ST268

20’

COMMENT

RIM EL. 964.67

1

ADJUST EXISTING FRAME & LID TO F.G.

2

MODIFY EXISTING PIPE, SEE TABLE

3

MODIFY EXISTING STRUCTURE, SEE TABLE

4

BIOSWALE UNDERDRAIN

5

SOIL CELL UNDERDRAIN

6

PERMEABLE PAVER UNDERDRAIN

7

REMOVE PIPE TO 5 FT BEYOND RIGHT OF WAY

INV. EL. REFERENCE 959.75

965.56

963.31

966.52

963.50

342A

AND PLUG REMAINING PIPE 8

DEPTH AND LOCATION OF EXISTING PIPE IS UNKNOWN. CONTRACTOR TO VERIFY DEPTH AND COORDINATE

ST270 TO 11-2

15"

14’

REMOVE

CO-23

510+44

28.38’ LT

BIOSWALE CLEANOUT

ROW TO ST275

10"

10’

REMOVE

CO-24

510+60

4.34’ LT

BIOSWALE CLEANOUT

ST274 TO ST275

15"

19’

REMOVE

CC-17

510+66

1.33’ LT

CURB CUT

ST279 TO 11-6

15"

9’

REMOVE

BDI-18

510+91

30.44’ LT

PVC DROP INLET- 12"

DESIGN WITH ENGINEER PRIOR TO ORDERING MATERIAL.

965.66

963.93

UNDERDRAIN AND OVERFLOW PIPE

STR TO STR

DRAINAGE CONSTRUCTION

INV. EL. REFERENCE

SIZE

LENGTH

TYPE

CO-19 TO BDI-15

6"

30’

PERFORATED

CO-20 TO CO-19

6"

36.5’

NON-PERFORATED

CO-20A TO CO-20

6"

87.5’

PERFORATED

CO-21 TO CO-19

6"

81’

PERFORATED

STRUCTURE

STATION

OFFSET

TYPE

F.L. EL.

11-1

506+68

1.00’ LT

CBI TYPE A 62-2 (H=6.72’)

964.69

957.97

11-2

507+22

78.27’ LT

CBI TYPE A 4-2 (H=6.77’)

965.07

958.30

11-3

507+87

69.52’ LT

CBI TYPE A 4-8 (H=6.47’)

964.92

958.45

CO-22 TO 11-4

6"

41.5’

PERFORATED

11-4

509+25

43.50’ LT

JUNCTION BOX TYPE B

965.39

961.35

342A

BDI-16 TO 11-5

8"

14.5’

NON-PERFORATED

11-5

509+41

1.00’ LT

TRIPLE BOX INLET

966.20

962.98

342A

BDI-17 TO BDI-16

8"

44.5’

NON-PERFORATED

11-6

511+25

39.58’ LT

SHALLOW CBI TYPE A

966.52

963.81

CO-24 TO BDI-17

6"

53.5’

PERFORATED

11-7

507+77

82.11’ LT

FLUME STRUCTURE TYPE F

CO-23 TO BDI-18

6"

46.5’

PERFORATED

BDI-18 TO 11-6

12"

34’

NON-PERFORATED

342

355

STORM DRAINAGE PLAN TOWN BRANCH COMMONS STA. 506+00 TO STA. 512+00


EX. R/W CON

SSMH

ST290 3

EX. R/W

S S M

H

84" RCP

84" RCP

12-5

12-4

12-1 12-2

ST289

12-3

12-6

1 SAN133

1 1 5"

MATCHLINE

MIDLAND AVE. MIDLAND AVE.

MIDLAND AVE.

5" 1

EX. R/W

CONC.

EX. R/W

20"

EX. R/W

WV

CONC.

6"

CONC.

WM WM

GRASS

20"

24" 20"

SSMH

SSMH

SSMH

EX. R/W

EL JB

12"

GRASS

12’

DATE PLOTTED: Novem ber 30, 201 8

USER: StephenM

ST293 1

GRASS

NOTES

E-SHEET NAME: R00505PL

1

EX. R/W

EXISTING STRUCTURE MODIFICATIONS

STRUCTURE

STATION

OFFSET

TYPE

COMMENT

ST286

512+22

23.05’ LT

CBI

REMOVE STRUCTURE

ST290

515+20

21.79’ LT

CBI

MOD. STR. TYPE 1 & CORE STR.

20’

40’

8+00 STA. 51

EX. R/W

1

CONC.

TBC

CONC.

MATCHLINE

970

0’

Pow er InRoads v8.1 1 .7.443

BRICK

C.

SSMH

EAST SECOND ST

2+00 STA. 51

SANC O

2" 1

TBC

1 969

EAST SECOND ST

12"

8"

ST294

36"

EX. R/W

1

969

5" 1

EX. R/W

H

IP

CONC.

CONC.

CO-27

24"

SIGN

GRASS

SHRO PSHI RE AVE

969

968

967

966

967

BDI-20

S S M

ELEC HH

970

T S

1 SAN105

TEMP. ESMT.

IP

D

SIGN

966

968

N

969

966

2" 1

FILE NAME: S:\LEX\2900--2999\2940\009\DRAWINGS\CAD\MICROSTATION\SHEETS\31 2 S-1 2.DGN

O

" 6

969

SI GN

GRASS

" 24

CO-26

SIGN

TEMP. ESMT.

EC S

3 69 KV TRANSMISSION LINE

1

RE A VE I

. C N O C

PERM. ESMT. GRASS

SI GN

967

SAN102

SIGN

POST

E.

6"

(3) 8"

ST286

EX. R/W

312

IP

BDI-19

SSMH

7-3714

GRASS

51 7+00

6+00 51

5+00 51

51 3+00

51 4+00

Z

BUILDING

(3) 6"

CO-25

FAYETTE

SH RO PSH

W R/

GRAVEL

. MT ES EMP. T

GRASS

SHEET NO.

GRASS

Z

. EX SSMH

CONC.

. MT ES EMP. T

Z

ITEM NO.

36"

W R/

" 24

IP

Ex. R/W

. EX

POST

COUNTY OF

80’

KEYNOTES

DRAINAGE CONSTRUCTION

DETAIL

346

STRUCTURE

STATION

OFFSET

TYPE

F.L. EL.

1

ADJUST EXISTING FRAME & LID TO F.G.

2

MODIFY EXISTING PIPE, SEE TABLE

3

MODIFY EXISTING STRUCTURE, SEE TABLE

4

BIOSWALE UNDERDRAIN

5

SOIL CELL UNDERDRAIN

6

PERMEABLE PAVER UNDERDRAIN

INV. EL. REFERENCE

12-1

512+21

1.00’ LT

CBI TYPE A 4-2 (H=5.24’)

967.75

962.51

343

12-2

512+42

1.00’ RT

LFUCG TYPE D MODIFIED

967.91

965.91

343

12-3

512+99

1.00’ RT

LFUCG TYPE D MODIFIED

968.29

966.29

343A

12-4

515+62

1.00’ LT

SPECIAL CBI TYPE A

970.95

969.28

343A

12-5

515+88

1.00’ RT

LFUCG TYPE D MODIFIED

971.25

969.50

343B

12-6

516+33

1.00’ RT

LFUCG TYPE D MODIFIED

971.72

969.77

343B

BIOSWALE STRUCTURES STRUCTURE

STATION

OFFSET

TYPE

CO-25

512+00

30.51’ LT

BIOSWALE CLEANOUT

BDI-19

512+22

23.70’ LT

PVC DROP INLET-15"

CO-26

513+21

32.48’ LT

BIOSWALE CLEANOUT

BDI-20

515+38

23.71’ LT

PVC DROP INLET-12"

CO-27

516+42

23.50’ LT

BIOSWALE CLEANOUT

RIM EL.

INV. EL. REFERENCE

967.60

962.55

970.17

966.32

343

UNDERDRAIN AND OVERFLOW PIPE

STR TO STR

SIZE

LENGTH

TYPE

CO-25 TO BDI-19

6"

25’

PERFORATED

CO-26 TO TEE

6"

100’

PERFORATED

BDI-20 TO ST290

12"

16.5’

NON-PERFORATED

CO-27 TO BDI-20

6"

106’

PERFORATED

STORM DRAINAGE PLAN TOWN BRANCH COMMONS STA. 506+00 TO STA. 512+00


PERM. ESMT.

" 6

523+00

TEMP. ESMT.

SIGN

CONC.

EX. R/W

ST318 3

ST317

ASPHALT

ASPHALT 8"

4

GRASS

979

978

1 5"

EX. R/W

SSMH

CONC.

EX. R/W

CO-29 SIGN

8 7 9

7 97

976

72" RCP

72" RCP

979

SSMH

980

8 97

981

8+00 STA. 51

1 4

LEW I S ST

RE AVE SHROPSHI

13. 5’

13-2 1 SAN109 CO-28 CC-18

WEI R A T AP PRO X.9 77

CC-20

CC-19

13-3

CC-21

CC-22

MATCHLINE

FILE NAME: S:\LEX\2900--2999\2940\009\DRAWINGS\CAD\MICROSTATION\SHEETS\31 3 S-1 3.DGN

3

2 SSMH

LEW I S ST

CONC.

2

ASPHALT PARKING AND CONCRETE BUILDING PADS

SIGN ST314

3 CONC.

PK

EX. R/W

CONC.

GRASS

SSMH

12"

GRASS

GRASS

CONC.

SIGN

EX. R/W

GRASS

WV

CONC.

CONC.

SSMH

GRASS

8"

5 4 "RCP

SSMH

1 5"

WV

1

SSMH

SSMH

EX. R/W

72 "R CP

5" 1

36"

MATCHLINE

TBC

1 1

MIDLAND AVE.

ROCK 2 4 "

ROCK

CONC.

EX. R/W

MULCH GRASS

GRASS

IP

GATE

GATE

SSMH

ROCK 10"

GRASS

10"

10"

GATE

GATE

" 24

GATE

8"

CONC.

ROCK

10"

10"

4"CPP POSSIBLE FOR TREE

ASPHALT

MAG

EX. R/W

GRASS 10"

10"

8"

STA. 524+00

69 KV TRANSMISSION LINE ASPHALT

GATE

Z

Z

0’

DATE PLOTTED: Novem ber 30, 201 8

NOTES

USER: StephenM

IP

MAG

EX. R/W

E-SHEET NAME: R00505PL

313

TEMP. ESMT.

WV

Pow er InRoads v8.1 1 .7.443

7-3714

TBC

SIGN

FAYETTE

SHEET NO.

BDI-21

GR AS S

W / R

5

ITEM NO.

Z

. EX

24"

LEW I S ST

CONC.

W / R

GRASS

TEMP. ESMT.

COUNTY OF

Z

W / R

. EX

13-1

522+00

SANC O

. EX

24"

521 +00

520+00

GRASS

2"

SANC O

z

51 9+00

. T M S E . P M E T

EXISTING STRUCTURE MODIFICATIONS

STRUCTURE

STATION

OFFSET

TYPE

DETAIL

COMMENT

STRUCTURE

STATION

OFFSET

TYPE

19.18’ LT

CBI

REMOVE STRUCTURE

CO-28

520+83

8.98’ LT

BIOSWALE CLEANOUT

ST317

522+28

10.25’ LT

MH

CORE STR. AND PLUG EX. OPENING

CC-18

520+87

1.34’ LT

CURB CUT THROUGH WALL

ST318

522+42

13.74’ LT

CBI

REMOVE STRUCTURE

CC-19

521+41

1.34’ LT

CURB CUT THROUGH WALL

CC-20

521+73

1.34’ LT

CURB CUT THROUGH WALL

BDI-21

521+94

15.06’ LT

PVC DROP INLET-18"

CC-21

522+40

1.33’ LT

CURB CUT

CO-29

522+81

7.54’ LT

BIOSWALE CLEANOUT

CC-22

522+90

1.33’ LT

CURB CUT

EXISTING PIPE MODIFICATIONS

SIZE

LENGTH

VOLUME

80’

BIOSWALE STRUCTURES

519+71

STR

40’

KEYNOTES

ST314

STR TO

20’

COMMENT

ST314 TO CULV.

15"

9’

REMOVE, PLUG CORE HOLE

ST318 TO ST317

15"

12’

REMOVE

RIM EL.

976.32

1

ADJUST EXISTING FRAME & LID TO F.G.

2

MODIFY EXISTING PIPE, SEE TABLE

3

MODIFY EXISTING STRUCTURE, SEE TABLE

4

BIOSWALE UNDERDRAIN

5

SOIL CELL UNDERDRAIN

6

PERMEABLE PAVER UNDERDRAIN

INV. EL. REFERENCE

973.07

344

UNDERDRAIN AND OVERFLOW PIPE

STR TO STR

DRAINAGE CONSTRUCTION

INV. EL. REFERENCE

STRUCTURE

STATION

OFFSET

TYPE

F.L. EL.

13-1

518+04

40.00’ LT

CBI TYPE A 4-2 (H=7.23’)

972.64

965.41

13-2

519+00

1.00’ LT

SPECIAL CBI TYPE A

975.00

970.27

344

13-3

522+23

1.00’ LT

TRIPLE BOX INLET

979.03

974.13

344

SIZE

LENGTH

TYPE

END TO 13-2

6"

26.5’

NON-PERFORATED

CO-28 TO BDI-21

6"

110.5’

PERFORATED

BDI-21 TO ST317

12"

32’

NON-PERFORATED

CO-29 TO ST317

6"

54’

PERFORATED

STORM DRAINAGE PLAN TOWN BRANCH COMMONS STA. 518+00 TO STA. 524+00


6"

N IG S

TEMP. ESMT.

E .

GV

R / W

P E D

M

WV WV G R A S S

IR D

GLM

M

S T

GLM +78.28

1 34.20’ 5" MULCH

PERM. ESMT.

G R A S S

EMH

T H

E X .

BUILDING 12"

G R A S S

R / W

SAN122

U L C H

SHEET NO.

FAYETTE

7-3714

314

MAG

G R A S S

U L C H

1

R/W EX.

8" 1

C O N C .

SSMH

1 0"

52 8+ 00

E X .

WM

ITEM NO.

G R A S S

C O N C .

N IG S

P RC 15"

12"

C O N C .

COUNTY OF

C O N C .

U L C H

10 "

12" RETE N O N AREA TI

G R A S S

N IG S

CB R I M=9 I NV. 82. EL. 32 = 977. 76’

M

15"

Z

I NV. EL. = 978. 06’

E X . R / W

T E M P .E S M T .

CP "R 24

N IG S

N IG S

IP

526+00

N IG S

IP

525+00

z

527+00

8 "

B R IC K

69 K V TRANSMI SSI ON L I NE

C E

98 1

T B

J B

1 5"CC-24 R C P

CC-23

MIDLAND AVE. RCP 54"

" 15

MATCHLINE

G R A S S

GRASS

GRASS

1

SAN123

54" RCP

SSMH

SP

I P

SSMH

5" 1

12"

EX. R/W

I P

SI GN

54" RCP

SI GN

P IN I M P V. E E 5 T A EN 4" L D R C D E CO P = B R VE 97 IS R 7 E . G D 81 U ’ A B R Y D

1

SSMH

EX. R/W

PRAP RI

RCP 54"

1

1 5" R C P

MIDLAND AVE.

R/W EX.

C O N C .

1

CO-31

WEI R A T AP PRO X 98 2

CO-30

P LA D

PED MULCH

RIPRAP

982

G R A S S

N

980

U L C H

4

981

TBC

T R H AF H

EX. R/W

12"

SIGN

SSMH

GV

CONC.

CONC. ROCK

CONC.

ROCK

GRASS

SIGN

10"

ROCK

10"

E X. R/W

ROCK

CONC.

GRASS

10"

10"

10"

GV

Z

C O G N R C A . S S

ASPHALT

END CONSTRUCTION S S M

Z

ASPHALT 72 "R CP

STA. 528+92.68 B U IL D IN G

H

" 15

WM

C O N C .

WM W

E X .

M

E X .

Z

GRAVEL

E W X M .

R / W

R / W

G R R A / S W S

5 "

H

1 8"

" 18

1 0 "

20’

0’

40’

S S M

12 "

983.69 CONC.

80’

12 "

NOTES

Z

" 15

CONC. OFFSET STATION

TYPE

AS PHA LT

COMMENT

DETAIL

STRUCTURE

STATION

OFFSET

TYPE

346

CO-30

524+12

1.92’ LT

BIOSWALE CLEANOUT

CC-23

524+39

1.33’ LT

CURB CUT

BDI-22

524+62

13.43’ LT

PVC DROP INLET-24"

CC-24

524+89

1.33’ LT

CURB CUT

CO-31

525+02

7.81’ LT

BIOSWALE CLEANOUT

RIM EL.

INV. EL. REFERENCE

CONC.

ST321

524+62

ST322 GRAVEL

544+84

CBI

13.47’ LT 24.36’ LT

CONC.

CBI

MOD. STR. TYPE 1 & CORE STR. (2) CONC. REMOVE

STRUCTURE CP "R 54

CONC.

MATERIAL STORAGE BAYS (TYPICAL)

S S M

BIOSWALE STRUCTURES 8 "

STRUCTURE

1 5"

M

BUI LDI NG

OP EN

SH ED

A G

H C O G N R C A . S S

15 "

NG LDI BUI

EXISTING STRUCTURE MODIFICATIONS CONC.

H

15 "

S S M

C O N C .

FFE=

LE SCA

DATE PLOTTED: Novem ber 30, 201 8

S S M

12 "

" 15

" 18

Z

VEL GRA

NE STO ERS PAV

Z

Z

CONC.

USER: chasew

G R A S S

1

CONC. GRASS

CONC.

B U IL D IN G

H

W

E X .

M

R / W " 6

976.32

973.07

EXISTING PIPE MODIFICATIONS STR TO STR ST322 TO END

GV OP EN

SIZE

LENGTH

15"

25’

VOLUME

COMMENT

SH ED

UNDERDRAIN AND OVERFLOW PIPE

KEYNOTES

REMOVE STR TO STR

E-SHEET NAME: R00505PL

M

SAN121

PED

EX. R/W

SIGN

98 1

ASPHALT

Pow er InRoads v8.1 1 .7.443

CONC.

37’ 7.

I D LA

CONC.

BDI-22

SSMH

CONC.

3" 37’ 7.

1 8"

STA. 524+00

4

GRASS

4"

P 5"RC 1

980

FILE NAME: S:\LEX\2900--2999\2940\009\DRAWINGS\CAD\MICROSTATION\SHEETS\31 4 S-1 4.DGN

EX. R/W

ST321

3

5’ 1.

3

8"

ST322

CP "R 24

GRASS

TRAF HH

M

2

ASPHALT

SIZE

LENGTH

TYPE

CO-30 TO ST321

6"

51.5’

PERFORATED

CO-31 TO ST321

6"

39.5’

PERFORATED

1

ADJUST EXISTING FRAME & LID TO F.G.

2

MODIFY EXISTING PIPE, SEE TABLE

3

MODIFY EXISTING STRUCTURE, SEE TABLE

4

BIOSWALE UNDERDRAIN

5

SOIL CELL UNDERDRAIN

6

PERMEABLE PAVER UNDERDRAIN

STORM DRAINAGE PLAN TOWN BRANCH COMMONS STA. 524+00 TO STA. END


COUNTY OF

ITEM NO.

SHEET NO.

FAYETTE

_____

315

EROSION CONTROL NOTES THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS TO MINIMIZE THE AMOUNT OF DISTURBED GROUND DURING EACH PHASE OF CONSTRUCTION. AS WORK PROCEEDS, SILT TRAPS MAY BE ADDED OR REMOVED IN ORDER TO ACHIEVE THE BEST MANAGEMENT PLAN. THE EROSION CONTROL PLAN SHALL BE ANNOTATED AS THE WORK PROCEEDS BY THE CONTRACTOR TO DETAIL THE SELECTION OF EACH EROSION CONTROL DEVICE USED. THE CONTRACTOR SHALL USE A RE- USABLE PERIMETER SILT CONTROL DEVICE AS NEEDED FILE NAME: S:\LEX\2900--2999\2940\009\DRAWINGS\CAD\MICROSTATION\SHEETS\31 5 EC-1 5.DGN

TO CREATE A BARRIER AROUND THE DISTURBED LAND, TO THE SATISFACTION OF THE ENGINEER. PERIMETER SILT CONTROL DEVICES SHALL BE CAPABLE OF BEING INSTALLED ON EITHER PAVEMENT OR SOIL. THE CONTRACTOR SHALL USE RE- USABLE INLET SEDIMENT PROTECTION DEVICES THAT MINIMIZE GUTTER SPREAD AND DO NOT ENCROACH INTO THE VEHICULAR TRAVEL WAY. THE EROSION CONTROL PLANS DO NOT CONSTITUTE A BMP BY THEMSELVES. THEY PROVIDE A STARTING POINT FOR THE CONTRACTOR AND RESIDENT ENGINEER TO DEVELOP THE BMP ACCORDING TO SECTION 213.03.01 OF THE CURRENT EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, INCLUDING SUPPLEMENTAL SPECIFICATIONS. EROSION CONTROL MEASURES SHALL BE IN PLACE AND FUNCTIONING PRIOR TO ANY EXCAVATION OR DISTURBANCE WITHIN A DRAINAGE AREA. THE CONTRACTOR SHALL BE REQUIRED TO CLEAN OUT (REMOVE SEDIMENT FROM) SILT TRAPS AND PERIMETER SILT CONTROL DEVICES WHENEVER THEY BECOME ONE- HALF FULL AND PROPERLY DISPOSE OF THE MATERIAL AT SITES APPROVED BY THE RESIDENT ENGINEER. THE CONTRACTOR SHALL BE REQUIRED TO OBSERVE THE OPERABILITY OF NEWLY INSTALLED INLET PROTECTION DURING THE FIRST 0.10" RAIN EVENT TO MINIMIZE ROADWAY FLOODING, TO THE SATISFACTION OF THE ENGINEER. EXCAVATIONS SHALL BE DEWATERED AS NECESSARY. WHEN DEWATERING OPERATIONS ARE REQUIRED THE PUMPED WATER SHALL BE DIRECTED INTO A BAG FILTER OR OTHER DEVICE TO REMOVE SEDIMENT PRIOR TO ENTRY INTO THE STORM SYSTEM. EROSION CONTROL MEASURES EMPLOYED BY THE CONTRACTOR WILL BE UNIQUE TO THE PROJECT AND WORK CONDITIONS AND SHALL BE APPROVED BY THE RESIDENT ENGINEER. THE DEVELOPMENT AND UTILIZATION OF THESE MEASURES WILL BE RECORDED AS PART

Pow er InRoads v8.1 1 .7.443

E-SHEET NAME:

USER: StephenM

DATE PLOTTED: Novem ber 30, 201 8

OF THE BMP, KEPT ON SITE, AND AVAILABLE FOR PUBLIC INSPECTION.

EROSION CONTROL SHEET TOWN BRANCH COMMONS


PM

SSMH

PM

PM

PM

PM

937

GV SSMH

PM

WITH DROPS

1 8"

ELEC HH

PM

PM

PM

7 12" 93 8"

TELE HH

9 3 7

9 4 1

BEGIN CONSTRUCTION

H

305+00

Ex. R/W

8"

ASPHALT

GV SSMH

8"

STORM SEWER

SAN011

V

W

8"

LANDSCAPING

8"

9 3 6

8"

12"

12"

ELEC HH

7 93

24"

8"

H

7 3 9

1

5 3 9

OVERHEAD MARQUEE SIGN

1 5 "

POST

" 15

PM

PM

PM

PM

PM 7 3 9

ELEC HH

ELEC HH STORM SEWER

Ex. R/W

SSMH

GRASS

PM

8"

IP

SAN007 8"

8"

LANDSCAPING

SSMH

Ex. R/W

Ex. R/W

8"

SIGN 93 7

939

TBC

24"

7 93 ELEC 7 HH 3 9

1 H

CONC.

ELEC HH

TMH

V S A N M

ELEC HH

9HANDRAIL 3 9

2" 1

3 6"

937

36"

SIGN

ASPHALT

H

H

SAN009

SAN010

SSMH

9 3 8

36"

S A N M STORM SEWER

S A N M

H

SAN008

S A N M

3 94

SIGN

94 1 940

12"

GRASS

30"

Ex. R/W

H

4 4 9

941

CONC.

S A N M

BRICK WALL

Ex. R/W

BUILDING

CONC.

SIGN

944

GATE

SAN005

S A N M SA N H S MH A N M H S A N M H

ELEC HH

RETAINING WALL

IP

FFE=949.45’

PM

PM

CONC.

942 943

CONC.

SIGN

PM

PM

CONC.

ELEC HH

ELEC HH

PM

Ex. R/W

SSMH SIGN

W

H S A N M

BRICK

HH

TU CKER STREET

8"

S A N M

V W 12" ELEC MAG Ex. R/W

Ex. R/WCONC. 6"

938

939

943

94 4

94 5

V W

WM SIGN

PM

GV

12"

SSMH

937

SSMH PM

PM

STORM SEWER

TMH

CC-3

1-1

CC-2

GV

8"

CONC. 4"

SAN012

SAN006

0 4 9

CC-1A

SAN004 8"

CONC.

" 8

93 8

SSMH

FFE=938.13’

937

FILE NAME: S:\LEX\2900--2999\2940\009\DRAWINGS\CAD\MICROSTATION\SHEETS\31 6 EC-1 6.DGN

CC-1

316

SANMH

TMH 8"

8"

N ST W.MAI

942

6 94

947

948

STA. 299+90.49

GV

7-3710.10

STA. 306+00

PM

PM

Ex. R/W

FAYETTE

MATCHLINE

V W

PM

PM

BIKE RACK

SSMH

15"

WM

WM

CONC.

SHEET NO.

15 "

15"

ELEC HH

ELEC HH

ITEM NO.

S A N M

ELEC HH

ELEC HH

FELI X ST.

Ex. R/W

942 941 940 8 3 9

S A N M 8" H

ELEC HH

Ex. R/W CONC.

RETAINING WALL

" 12

ELEC HH

15"

RETAINING WALL 9 93

6"

8" SSMH

GRATE INLET

CONC.

15"

94 2

Ex. R/W

SIGN SSMH

8" 1

FFE=943.51’

24"

BUILDING

Ex. R/W

RETAINING WALL

INV.=943.27’ ASPHALT

FFE=947.44’

SSMH Ex. R/W 8"

304+00

303+00

302+00

301 +00

Z

300+00 BUILDING

INV.=947.03’

938

COUNTY OF

STORM SEWER

STORM SEWER

BUILDING STORM SEWER

STORM SEWER

STORM SEWER STORM SEWER

STORM SEWER

STORM SEWER

STORM SEWER

STORM SEWER

STORM SEWER

STORM SEWER

STORM SEWER

0’

20’

40’

80’

USER: chasew

DATE PLOTTED: Novem ber 30, 201 8

NOTES

EROSION CONTROL LEGEND

SILT TRAP TYPE C

SILT FENCE

TEMPORARY SILT CONTROL BEGIN

END

LENGTH

STA.

STA.

(LF)

303+58

303+61

78

KEYNOTES 1

CONTRACTOR TO COORDINATE SILT PROTECTION WITH REMOVAL CONSTRUCTION (BY OTHERS)

SF

TEMPORARY SILT CONTROL

SILT TRAP PROPOSED R/W

STA.

STR.

TYPE

301+54

CC-1

C

302+03

CC-2

C

302+75

ST010

C

302+49

CC-3

C

303+33

ST011

C

303+09

CC-4

C

Pow er InRoads v8.1 1 .7.443

E-SHEET NAME: R00505PL

PROPOSED EASEMENT

EROSION CONTROL SHEET TOWN BRANCH COMMONS STA. 299+90.49 TO STA. 306+00


STORM SEWER

STORM SEWER

6"

5’ .5 38 9 E= FF

103 +0 0

C O N C .

12 "

941

104 +0 0

RCP 15"

EXISTING WALL

L EE ST W = LO EV. ’ 9 L E 6.4 95

Ex .

R/ W

MU LC H

6"

93 7

8 1 N0 SA

PE PI

W. VI NE

36 "

. NC RT CO PPO N ) SU LUM AL C CO PI Y T (

PM S AS GR

STORM SEWER

ST

EC EL H H

MUL CH

x. R/W E

V

R W TE V WA ULT PI VA

1 2"

L ’ EE 81 ST 56. 9 W = LO EV. EL

940

0 94

Ex .R /W

SAN 021

NG I LD I U B

WAL L

1 8"

SANM H

7 93

T AL PH S A

NT VE 2" 1

T S O P

L ’ EE 83 ST 56. 9 W = LO EV. EL

EC EL HH

L EE ST

. NC CO

D LI

EC EL H H

7 1 N0 SA

NG I LD I U B

1 5" RC P

N I TA UN O F

LL WA

EL EC

CP "V 24

HH

STORM SEWER

CON C. 1 8"

1 94

EL E HH C

x. R/W E C. B. 4’

NG I LD I U B

22 N0 SA

0’

20’

40’

L. DB 942

1 8"

80’

23 N0 A S

USER: chasew

DATE PLOTTED: Novem ber 30, 201 8

NOTES

EROSION CONTROL LEGEND

SILT TRAP TYPE C

SILT FENCE

TEMPORARY SILT CONTROL

TEMPORARY SILT CONTROL BEGIN

END

LENGTH

STA.

STA.

(LF)

306+13

100+13

168

100+37

101+88

486

SF

SILT TRAP

PROPOSED R/W

STA.

STR.

TYPE

100+41

CC-3A

C

100+75

CC-3B

C

101+05

CC-3C

C

102+90

ST029

C

E-SHEET NAME: R00505PL

PROPOSED EASEMENT

Pow er InRoads v8.1 1 .7.443

EC EL HH

SANM H

1 5"

Ex . R /W

WV

NG I LD N I ) BU LUM AL C CO PI TY (

PM

DO NOT DISTURB

SANM H

EC EL H H

102 +0 0

. NC CO

" 16 M REA NDST WI

" 10

STORM SEWER

STORM SEWER

PM

36 "

6"

WA LL

WV

EL HH

EC EL H H

9 02 ST

SANM H

GN SI EC

6"

MH SS

WV

. NC CO

EC EL H H

. NC CO

R/ W

939

SANM H

7 02 ST

PM

H TM

SANM H

8"

WV

" 36

GN SI

W .= LO E V 9 3 98’ EL 6.4 5 9

36 "

SAN CO

9 3 8

8"

SANM H

T OS P7 93

93 8

S AS GR

GN SI

L EE ST

ER AT W ULT VA

8 3 9

00 6+ 30

PM

6 1 N0 SA

K L A

A. ST

GN SI

EC EL H H

5" 1

8" AM RE ST ND WI

H M SS

GN SI

EC EL H H

STORM SEWER

SANM H

GN SI

Ex .

W

2 02 ST

938

8"

M U LC H

05+00 STA. 1

CC-3A

C TB

GV H M SS

3 02 ST

CC-3C

ST029

N IA R T S E D E P

H M SS

. NC CO

93 8

CC-3B

T AL PH AS

CK I BR

TBC

4"

. Ex

W R/

GN SI

1 5"R CP

ED RI 38 BU T0 S

CK I BR

D A E H R E V O

NE LI CH AT

PM

T NE S I W.V

4 1 N0 SA

M

4 02 ST

. NC CO

2 1 N0 SA

5" 1

P RC 5" 1

H M SS

9 3 9

FILE NAME: S:\LEX\2900--2999\2940\009\DRAWINGS\CAD\MICROSTATION\SHEETS\31 7 EC-1 7.DGN

4"

8"

+23.35 35.48’

6"

4"

PM

H LC MU

V W

6"

P O S T

8 93

A ST

6"

P O S T

G UC LF

. NC CO

6"

H EC LC EL MU HH

GN SI MH T GN SI

SANM H

NM SA

21 00

9 3 9

WV

. W

8"

0 94

317

AND REINSTALL DECORATIVE

H LC MU

WI NDSTRE AM 6 P R DROP 2 "STE E L PI PE UNDE R ROAD ( PE R SK E TCH PRO VI DE D)

6"

7-3710.10

x 9’

942

6"

9 93

8 93

8"

N AI M

6"

6" AL T ME WER TO

9 3 9

0 04 ST

3 1 N0 SA H

ST

5" 1

PM

6

FAYETTE

METAL FENCE (SEE LANDSCAPE PLANS)

6"

H TM

SHEET NO.

INE M ATCHL

NG I LD I BU

V W "

EC EL HH

ITEM NO.

WV

W R/

6"

CP "R 12

. Ex

G I RR I

WV

. NC CO

R VE P.) CO TY " ( 6 D GN LI I

EC EL HH

L ’ EE 79 ST 56. W =9 LO EV. EL

S

. NC R CO TE N A PL

+00 01 1

IP

CH UL M 2"

L EE ST W 6" LO V.= ’ E 8 EL 6.6 95

WV

GLM

SANM H

2

6"

H LC MU

COUNTY OF

94 1

5 02 ST

R/

H TC NO

6"

R/ W

1 GN 04 SI ST

N0 SA

. Ex "

0 94

94 0

6’ .1 38 9 E= FF

8 93

O NC SA 1 5

" 12

VE E I AT ENC R CO L F DE TA REMOVE ME

T. SM .E MP TE

O NC SA

8 3 9

8’ .1 38 9 E= FF

GN SI GN SI N G SI

6 02 ST

H M SS

EC EL H H W

EC EL H H

O NC SA

H M SS

SPE CTRUM ( L OC???)

Ex .

H EM

2"

MH SS

. NC CO

93 9

. NC CO

9 3 9

8 02 ST

0 94

W R/

CH UL M

MAIN ST. STA. 306+70.51 (BACK)

8 "

VINE ST. STA. 100+00 (AHEAD) =

. Ex

00 + 0 10

T UL VA

EROSION CONTROL SHEET TOWN BRANCH COMMONS STA. 306+00 TO STA. 105+00


Esm t

ITEM NO.

SHEET NO.

FAYETTE

7-3710.10

318

R/W

R/W

3"

. 90 per P.C. F Sl

per Deed

k dew al 0’Si 1

0+00 1 1

09+00 1

COUNTY OF

k dew al 0’Si 1

5"

08+00 1

07+00 1

5"

Esm t.

1 06+00

’ 3 9 . 1 4 =9 E F F

5"

DO NOT DISTURB

2"

DECORATIVE METAL FENCE

EMH

STORM SEW ER

941

"RCP 5 1

V

30"

V

W

941

W V

HH ELEC

V

SIGN

EO

ELEC IRRIG TRAF PED HH CAB

ELEC HH

MULCH

CONC. TRAF C I F HH

H EH L TE ELEC HH 941

TRAF HH

C. ’B. ’x 4 .9 DBL

MH SS

C. ’B. ’x 4 .9 DBL

C. ’x 6’B. 9

CO WALL

WALL

EO

CONC.

BRICK

BRICK

TRAF HH

3 4 9

1 5"

V

V W

SSMH

W

V

PED

L NG WAL NI TAI RE

FDC

CONC.

NG DI L BUI

FFE= ’ 5 4 . 4 4 9 BRICK

CONC. E "MARBL 4 2 COLUMN

PED

H TRAF H

BI K E RACK

EO

6"

BRI CK

ELEC HH

EMH

M E WS

4 4 9

WATER VAULT

V

W

W

PIV

FDC 8"

5 4 9

0’

20’

40’

80’ W

W

V

V

946

9 4 6

USER: chasew

DATE PLOTTED: Novem ber 30, 201 8

NOTES

EROSION CONTROL LEGEND

SILT TRAP TYPE C

SILT FENCE

TEMPORARY SILT CONTROL PROPOSED R/W

Pow er InRoads v8.1 1 .7.443

E-SHEET NAME: R00505PL

PROPOSED EASEMENT

TEMPORARY SILT CONTROL BEGIN

END

LENGTH

STA.

STA.

(LF)

107+38

108+18

164

SF

SILT TRAP

STA.

STR.

106+61

TYPE C

107+26

CC-4

C

107+34

ST037

C

108+73

ST045

C

109+16

BDI-3

C

109+40

ST052

C

109+43

CC-5

C

110+27

MULCH

CONC.

V

5 4 9

PLANTER

x. R/W E

PED

12"

W

PED

2"PVC 1

941

5"

SIGN

CONC. IRRIG

3 4 9

ELEC HH

EMH

LL ST S. M I

V

EO

W

94 1

5"

9 4 2

CO

ELEC HH

WALL

5" 1

V W

W

V

W

5"

MULCH IRRIG

943

NG DI L BUI

5"RCP 1

1 5"

V

V W V W

944

5" 1

PED

BRICK

" 18

TMH

BRICK

WALL C. ’B. 0’x 8 1

WALL

SIGN BASE

CO

MULCH

5"

IRRIG

2" 1

S. BROADW AY

36"

SSMH

SSMH

EO

CO

5"

MULCH

H C H E L E

H C H E L E

944

SSMH

GRATE

MULCH

EO

942

H TRAF H

IRRIG

H C H E L E

5"

5"

ELEC HH

EO ELEC HH

944

METAL

PED

5"

H EH L TE

944

IRRIG

EMHDRAIN 5" TRENCH

PM

CONC.

3 94

CONC.

94 1

TRAF HH

ELEC HH

CONC.

PM

PM

PM CONC.

PM

940

3 94

CONC.

6"

PM EMH

941

EMH

TRAF HH

6"

16"

16"

942

CONC.

TMH

0 4 9

2 4 9

E L E C H H

2 4 9

TBC

941

V W

NE ST W.VI

94 2

MAG

TMH

CC-5

BDI-3

C. ’B. 5 . ’x 5 9

SIGN

WV IRRIG

942

94 2

V W

CC-4

MH SS

SIGN

HH

PED

EO

5" 940

943

ELEC

48"

942

ST052

EL JB

IRRIG

LL ST S. M I

W

V CONC.

5"

940

H TRAF H

E RACK K BI

940

IRRIG

ST045

TMH

PED

STA. 1 1 1 +00

12" PVC

MULCH

5"

H C H E L E

IRRIG

C. ’B. ’x 4 .9 DBL

6"

EO

ELEC HH

WINDSTREAM

BRICK

MATCHLINE

TMHTMH

"RCP 5 1

EMH

IRRIG

15" RCP

WALL

SSMH

42"

ELEC HH

SSMH SSMH 1 "RCP 5

PERM. . MT ES

2" 1

TRAF HH

POSTPOSTPO PO ST SI GN ST

P P PO 41 OST ST OS 9 T

CONC.

GV

940

W

PED

BRICK

H C H E L E

V

TELE HH

FP

FP

FP

ST037

BRICK

ELEC HH

BRICK

CONC.

941

V

EMH

GATE

1 6"

ELEC

PED

PED

CH MUL

W

IRRIG

W

V

1 4 9

TMH

5" 1

CONC. MULCH

IRRIG

CONC.

W

MUL CH

CONC.

MULCH

CONC.

W

ELEC HH

MULCH CONC.

GATE

9 4 TMH 2 TMH

L WAL

WALL

5"RCP 1

SSMH

V

MA TC HL IN E

94 0

TMH

MULCH

x. R/W E

TMH 940

V W

T BOOTH E VAL

TMH

5"RCP 1 1 5"RCP

PED

MULCH

NG DI L BUI

STORM SEW ER

CONC.

NG GARAGE I PARK

15"

W

TRAF HH

VE CORATI DE NCE E TAL F ME

STORM SEW ER

TB C

BRICK

. MT ES PERM.

2"

941

C PV 2" 1

48"

S. BROADW AY

18" RCP

W

V

ST A.

SSMH

1 94

1 4 9

FILE NAME: S:\LEX\2900--2999\2940\009\DRAWINGS\CAD\MICROSTATION\SHEETS\31 8 EC-1 8.DGN

NG DI L BUI

941

12 " P V C

3 4 9

10 5+ 00

6"

C

EROSION CONTROL SHEET TOWN BRANCH COMMONS STA. 105+00 TO STA. 111+00


SA NM 12" H SSMH

6+00 1 1

SHEET NO.

FAYETTE

7-3710.10

319

4"

Ex. R/W

8 SAN03

ITEM NO.

Ex. R/W

1 1 5+00

1 1 4+00

1 1 3+00

1 1 2+00

x. R/W E

COUNTY OF

10 "

SSMH

FP

CK BRI

CONC.

ST063

ST062

EO 4"

E L E C H H

HH

HH

CH MUL

CH MUL

EO

G RRI I

WV

H

942

C E L E HH

24"

EO CH MUL

24"

PED C E L E CONC. HH

EO 4"

HH

V

1 2"

V W PED

TMH

C E L E

W

H

CK BRI

6" EO

6" 4"

5 4 9

GV

CONC.

CONC.

9 4 3

SA NM

ST366 TE DGE OF CONCRE E

24" 66 ST3

E GAT C. ’B. ’x 4 5 . 5 1

SSMH

STORM SEW ER

941

943 4 03 SAN

C. ’B. 5 ’x 6. 9

CC-5A 4 94

6 94

94 3

CC-7

ST079

T E RE NEST W.VI ) 1 2 4 / 0 6 / 5 2 US(

WV V

ST077

16"

94 5

1 5"

W.VI NE ST

16"

W

C. ’R. 5 . ’x 4 2 1

36"

CC-6

BDI-4

TBC

E GAT

L R WAL E TE BARRI CONCRE

16"

9 SAN03

CONC.

SA NM

H

1 5" RCP

RACK

DG BL UMN COL

CONC.

948

946

0’

20’

40’

949

CK BRI

CK BRI CONC.

GN SI CONC.

T AL ASPH CH MUL

CH MUL

x. R/W E 947

CONC.

CONC.

947

CONC. DG BL UMN COL

8"RCP 1

V

IP

CH MUL

CONC.

POST

R/W . x E CH UL M

C E L E HH

T AL ASPH

4"

PM

M ULCH

W

x. R/W E

x. R/W E

x. R/W E 4"

5 94

HH

G RRI I

CH MUL

6"

C E L E WV HH

L WAL

x. R/W E

EO CH MUL

C E L E

HH CONC. E K BI

MH E

S.UPPER STREET

V

EO

CONC.

V

W

6"

CK BRI

EO

N

TE L E CAB

EO

L WAL

I RRI G

HH PED

CONC.

EO

C E L E

TRAF

CONC.

GN SI 6"

6"

IG S

RACK

CH MUL

smt. E ncroachment E 4 2 60 Pg. 1 8 2 . B . D & 1 4 3 Pg. 1 5 5 B. 2 D.

PARK NCH BE

MH E TMH

6"

PED

CK BRI

PARK NCH BE

E K BI 4"

PED

WALL Ex. R/W

4 94

HH

HH

CONC.

CONC.

E L TE 6"

TRAF CP 5"R 1 CAB

Ex. R/W

CK BRI

EO

WV G RRI I

946

H C H E L E

946

CONC.

GN SI 6"

TRAF

HH

WAL L 94 5

CONC. RAMP

PED

V

WALL 4"

2"

CONC. RAMP

C 2"PV 1 C E L E

CK BRI

WAL L CK BRI

CONC.

EO

W

HH

4"

2"

Esmt. MULCH Encroachment

15 "

H

1 5"

EO

W

4"

HH

5"RCP 1

G RRI I

CONC.

C E L E

6 4 9

15"

7+00 1 STA. 1

H C H E L E

CONC.

PM SSMH

PM C E L E

CK BRI

1 2 "PVC

E L E C HH

943

PM

15"

5"

BRI CK

BRI CK

CONC.

5"

WAL L

18"

GN SI EO

V

CONC.

5"

W

E L E C HH

PM

EO

SA NM

V W

MUL CH 4"

E L E C HH

3 94

C. ’B. 0’x 8 1

I RRI G

GV

I RRI G

WW V V

EO E L E C HH

V

GN SI

W

4"

943

C. ’B. 0’x 8 1

TBC

EO

" 15

9 4 4

CONC.

CONC.

S. UPPER ST

5 SAN03

946

94 2

946

C. ’B. ’x 8 9

942

BI K E RACK

SA NM

H

0 SAN04

NE M ATCHLI

STA. 1 1 1 +00

CK BRI

E L TE

EL EC

PARK NCH BE

MH E

S. UPPER ST

STORM SEW ER

942

EO

4"

EO

CH MUL

x. R/W E

HH

SAN036

PO STPOS T

EO

4"

x. R/W E

TRAF

H

V

CK BRI

4"

MATCHLINE

EO

PO P ST OS T

9 4 4

H C H ELE

L GRAVE

4"

M E WS

2"

CH MUL EO

W

GN SI L WAL

TMH

CONC.

PARK NCH BE

94 5

E L E C BOX

2"

CONC.

INV.= 943.27’

INV.= 943.05’

"RCP 2 1

BOX

EO2"

944

G RRI I

C E L E

EO 4"

C E L E

L WAL

MH E

H C H E L E

H C H E L E

TMH

SA NM

9 4 3

ST064

HH

L WAL

CONC.

2 3 SAN1

R GRATE OVE 12" PIPE

L WAL

LL WA

8"

14"

SSMH

CH MUL

x. R/W E

WA LL

9 4 3

CK BRI

4"

4"

L GRAVE

8" CH MUL

L WAL

8" PVC

CH MUL L WAL

TMH

FDC

CH MUL

8"

CONC.

CONC. CK BRI

CONC.

CK BRI 3 4 9

CONC.

4"

x. R/W E

12"

WV WM

5"RCP 1

x. R/W E

FILE NAME: S:\LEX\2900--2999\2940\009\DRAWINGS\CAD\MICROSTATION\SHEETS\31 9 EC-1 9.DGN

CONC.

FP CH MUL

CH MUL

SA NM

PIV

944

FP

4 94

ESMT. PERM.

PERM. ERM. ESMT. P ESMT.

6"

80’

E-SHEET NAME: R00505PL

USER: chasew

DATE PLOTTED: Novem ber 30, 201 8

NOTES

EROSION CONTROL LEGEND

SILT TRAP TYPE C

SILT FENCE

TEMPORARY SILT CONTROL BEGIN

END

LENGTH

STA.

STA.

(LF)

114+07

114+23

16

114+08

114+24

16

SF

TEMPORARY SILT CONTROL

SILT TRAP

PROPOSED R/W

STA.

STR.

TYPE

111+13

RG

C

111+31

RG

C

111+59

CC-5A

C

111+77

ST062

C

111+83

BDI-4

C

111+85

ST063

C

111+99

CC-6

C

112+19

ST064

C

112+49

CC-7

C

PROPOSED EASEMENT

Pow er InRoads v8.1 1 .7.443

113+91

C

114+09

ST077

C

114+17

ST079

C

115+70

ST366

C

EROSION CONTROL SHEET TOWN BRANCH COMMONS STA.111+00 TO STA. 117+00


" 4

ST E ST TONNE ESTO MES I M I S LL

Ex. R/W

E L TE

SSMH

9 4 7

TMH

H H

D PE

SSMH

H H

0 22+0 1 ESMT. PERM.

POST

ST105

PK

C. ’B. ’x 8 5 . 8

948

CONC.

CH MUL

H H

WM

NG DI L BUI = E F F ’ 2 1 . 8 4 9

NG DI L BUI

8"

1 5"

SA NM H

SSMH

CH MUL

T AL ASPH

WV

S IG N

1 5"

3 SAN04

SSMH

C E L E H H

6"VCP

TRAF

IP

H H

2"

2"

WVWV WV

" 5 1

ENT APPAR LEC. U/G E IT CONDU

T NE S E.VI MH E

x. R/W E E K BI S RACK

C E L E

2"

8 4 9

x. R/W E

H H

SSMH 1 5 "

SSMH

8"

GN SI CONC.

W Ex. R/

GN SI

x. R/W H E M

C E L E

SANCO

949

H H

WM WV

NG DI L BUI

E GAT

CH MUL

DC F

L WAL

E GAT

C E L E

948

CONC.

2"

949

x. R/W E

8 4 9

GN SI

E

E GAT

H H

E GAT

V WVPI OST P V W

E GAT

L E STE D I L

L WAL ON TI UBSTA CAL S CTRI E L E

DC F

= E F F 0’ 9 . 9 4 9

E NTRANC E 94 9

TMH

E K BI RACK

NCH BE ) CAL TYPI ( 95 0

E L GAT WAL

WV = E F F ’ 3 4 . 9 4 9

= E F F ’ 5 8 . 9 4 9

W Ex. R/ 0’

20’

40’

80’

Pow er InRoads v8.1 1 .7.443

E-SHEET NAME: R00505PL

USER: chel seac

DATE PLOTTED: Novem ber 30, 201 8

NOTES EROSION CONTROL LEGEND

SILT TRAP TYPE C

SILT FENCE

TEMPORARY SILT CONTROL PROPOSED R/W

PROPOSED EASEMENT

TEMPORARY SILT CONTROL BEGIN

END

LENGTH

STA.

STA.

(LF)

121+80

123+00

128

SF

SILT TRAP

STA.

STR.

TYPE

117+93

ST367

C

119+47

ST098

C

119+47

ST100

C

119+55

ST099

C

120+63

ST105

C

122+04

BDI-4

C

" 5 1

8"

1 5"

GN SI

TRAF H H 94 8

949

6 SAN04

8"

CO

1 5"

2"

C. ’B. 3 . 6’x 5

2"

8"

DC F

CONC.

x. R/W E NC.

D PE

2"

H H

948

SA NM H

REG

C E L E

SMH S V W

SSMH

W ALL

CONC.

x. R/W E

GV

GM

7 4 L 9 L A W

GV

1 5 "VCP

BRICK

CK BRI

MH E

C E L E CAB

ST

C E L E H H

H H

E K BI RACK

WM

E L /W R x.E E

8 . 5x 8 ’B. C.

D PE

M ESTO N E S. LI

C E L E

SANCO

6"

O E

V PI

5"

CONC. CK BRI

36"

GN SI

5"

C E L E H H

H C H E L E 9 4 9

6" 1

BDI-5 x. R/W E

C

GN SI

2 SAN04

1 5"

5"

1 5 "VCP V W M W

x. R/W E

4) 4" (

SA NM H

W. VI NE ST

949

948

5" 1

" 15

O E

C E L E

947

GN SI

IP E LE C H H

G RRI I PED WV

CH MUL

948

CH MUL

CONC.

CONC.

6 4 9

H H CONC.

1 SAN04

SA NM H

CONC. C E L E

GN SI

GN SI

R/W P. PRO

8 4 9

6 4 9

Y O A LLE C. ’B. ’x 8 5 . 8

GATE OL CONTR BOX

5" 1

36 "R .C .P .

947

9 4 7

SA NM H

PM

ELE C H H

GATE ARM

IP IP

H H

H H

CH MUL

+00 21 1

ST099 GN SI

TRAF

0 SAN04

ESMT. TEMP.

5" 1

7+00 1 1 STA.

8"RCP 1

WV

= E F F ’ 2 5 . 8 4 9

CONC.

STOR M SEW E R

6" 1

CONC.

C E L E

1 6"

947

WV

H C H E L E

7 4 9

"RCP 4 "x 3 3 n 5 Twi

4. 5’ AR CH

GN SI

SSMH

23+00 STA. 1

TBC

6 94

FFE= ’ 947.78

ST100

CONC. ST098

1 5 "RCP

WV

CCO 0"STU 3 NS M U L CO ) CAL TYPI (

5) 4" (

T AL ASPH

GN SSMHSI 9’ x

8 94

CH MUL

TBC

E GAT

H H TRAF

1 5"R CP

L R WAL E RRI TE BA E CONCR

’ 01 . 7 4 =9 E F F

E K BI S RACK

W Ex. R/

S K E RAC K BI

GN SI CONC.

24"

1 0’x 4 . 5 ’ARCH

H H

GN SI

9 4 8

SSMH C E L E

W Ex. R/

E K BI REES 2" T RACK

L WAL

SSMH

OST 948P

8"

CONC.

H H

TMH

x. R/W E

D H ERN A N

CONC.

GN SI

CONC.

DC F

947

CH MUL

TRAF

E GAT

CONC.

9" TRAF CAB

320

IP 7-3207

LINE M ATCH

4 SAN04

D PE

WM V PI MV WW

947

MH T GN SI

C. ’B. 9’x 5

E GAT

WM V I WVP

L WAL

P RC 15"

E HLIN M ATC

FILE NAME: S:\LEX\2900--2999\2940\009\DRAWINGS\CAD\MICROSTATION\SHEETS\320 EC-20.DGN

H EH L TE

67 ST3

E GAT

Ex. R/W

CONC.

24"

WV

GN SI

7"

5"RCP 1

SA N

ST367

WV

x. R/W E

WV

WV

WV

8"

NG BUILDI

TE CRE F CON DGE O E

9 4 6

4"

x. R/W E

5 SAN04

x. R/W E

W Ex. R/

MH S. LI M ES TO N

x. R/W E

FAYETTE RAGE NG GA I PARK

SANMH

WM

E ST

x. R/W E

D L BUI 7-3710.10

9 4 8

MH E

NO.

NG I

GV

CONC.

24"

54"

SANMH

NG DI L BUI

120 +00

1 1 9+00

24"

8+00 1 1

00 SAN1

= E F F SHEET ’ 1 2 . 9 4 9

ITEM NO.

COUNTY OF

EROSION CONTROL SHEET TOWN BRANCH COMMONS STA. 117+00 TO STA. 123+00


CONCRETE

9 4 9

E M

CONC.

7-3207

321

1 95

SIGN

IP

SIGN ELEC

POST

POST

CONDUIT STUB

KEYPAD

POST

GUARD SHACK

’ 03 . 69 9 = V. E L AM E OW BE L

MULCH APPROX. L OCATI ON 1 0’x 4 ’CONC. BOX CUL VE RT

CONC.

48"

CONC.

+12.30 44’

95 1

GATE

Ex. R/W

2"

Ex. R/W

CONC.

CONC.

SHEET NO.

+55.93 44’

GATE CONTROL BOX

ASPHALT

GATE ARM

TEMP. ESMT.

952

1 5 9

POST POST POST POST ASPHALT

POST

STA. 1 29+00

MULCH

0 SIGN 95

POST

CONTROL BOX

TEMP. ESMT.ASPHALT

ITEM NO. POST POST

WV FAYETTE

SIGN IP

" 4

CONC.

COLUMNS

POST

GATE ARM

8"

AYRES ALLEY

949

SIGN

8"

SIGN

WV

POST

EMH

CONC.

POST

9" ACCESS LID

POST

H

TMH

POST COUNTY OF

POST

E M

950

POST

POST

POST

CONC.

POST

P P P P P P O O O O O O S S S S S S T T T T T T

WV

CONC.

TRANS

POST

1 28+00

EMH

PO PO ST ST

9 5 1

TRANS

W

WV

CAB

1 27+00

950

ELEC

POST

4"

PIV

WV GATE P PO O ST S WV T

ELEC CAB

CONC.

5" 1

APPARENT U/G ELEC. CONDUIT

EMH

TMH

GATE CATCH

1 26+00

PARKING GARAGE

BUILDING

CONC.

WM

1 25+00

1 24+00

FFE= 949.21’

POST

GATE

A L L

ASPHALT

’ 3 2 66. 9 = V. E L AM E OW BE L

TEMP. ESMT.

POST POST

951

C. ’B. ’x 8 5 . 8

Ex. R/W

0 95

’ 2 9 . 68 9 = V. E L AM E OW BE L

Ex. R/W

951

950

POST

951

Ex. R/W

SIGN

Ex. R/W 16"

2"

HH

SIGN

SSMH

2"

CONCRETE

WM

COLUMNS

9 5 0

CONCRETE BARRIER WALL

CONC.

9 5 0

SSMH

WV

2"

HH

SSMH

ELEC HH

ELEC

WM

CONC.

WM

2"

HH

2"

SSMH 6’ x 6.3’ B.C.

SAN049

SAN048

8"

950

H

H 951

SAN050

5"PVC 1

E. VINE ST

6-3

15"

S A N M

SAN047

6-2

6-4

8"PVC

1 5"

15"

S A N M

S A N M

S A N M

H

H

HH

8"

MATCHLINE

6’ x 6.3’ B.C.

’ 3 8 . 68 9 = V. E L AM E OW BE L

6-1

95 1

ELEC

6’ x 5.3’ B.C.

15"

ELEC 2" HH

2"

95 2

Ex. R/W

Ex. R/W

SSMH

42"RCP

CONC.

2"

ELEC

2"

16"

ELEC

24"RCP

ELEC HH

5" 1

949

WM

MATCHLINE

POST 9 5 1

4"950

96" RCP

950

BDI-7

96" RCP

TBC

950

949 949

951 ’ 03 . 67 9 = V. E L AM E OW BE L

SIGN

CONCRETE

1 5"

952

EMH

COLUMNS

ASPHALT

Ex. R/W

Ex. R/W

Ex. R/W

1 95

9 4 9

SSMH 8"

950

ASPHALT

SSMH ELEC HH

BUILDING OVERHANG

BUILDING OVERHANG

BUILDING OVERHANG

FDC

BENCH (TYPICAL)

DETECTABLE WARNING TRACK (TYPICAL)

6 "

5" 1

SSMH

’ 2 8 . 65 9 = V. E L AM E OW BE L

48" CONC. CONCRETE

0 95

0 95

COLUMNS

Ex. R/W

(TYPICAL)

FFE= BUS STATION

950.57’

SSMH

Ex. R/W

0 95

CONCRETE

FFE=

FFE=

950.61’

950.58’

1 95

SAN051

SIGN POST

Ex. R/W

94 9

Ex. R/W

SSMH

1 8"RCP

952

951

950

951

BECK ALLEY

CONCRETE BARRIER WALL

H

9 4 9

S A N M

SIGN

1 5"RCP

STA. 1 23+00

32 FT

948 949

POST

MULCH

42"

MULCH

948

TBC

SIGN

PROP. R/W 949

Ex. R/W

BDI-6

2 5 9

PROP. R/W FILE NAME: S:\LEX\2900--2999\2940\009\DRAWINGS\CAD\MICROSTATION\SHEETS\321EC-21 .DGN

ST126

9 4 9

BIKE RACKS

BUS STATI ON

0’

20’

40’

80’

USER: StephenM

DATE PLOTTED: Novem ber 30, 201 8

NOTES

EROSION CONTROL LEGEND

SILT TRAP TYPE C

SILT FENCE

E-SHEET NAME: R00505PL

BEGIN

END

LENGTH

STA.

STA.

(LF)

123+00

124+77

184

125+58

127+51

197

128+00

129+00

101

TEMPORARY SILT CONTROL PROPOSED R/W

PROPOSED EASEMENT

Pow er InRoads v8.1 1 .7.443

SF

TEMPORARY SILT CONTROL

SILT TRAP

STA.

STR.

TYPE

125+57

ST126

C

125+62

ST127

C

125+68

BDI-6

C

128+73

BDI-7

C

EROSION CONTROL SHEET TOWN BRANCH COMMONS STA. 123+00 TO STA. 129+00


SIGN

SIGN

95 2

WM

Ex. R/W

SSMH

SIGN

ELEC ELEC HH

PANEL

2"

ELEC

2"

2"

2"

WV

2"

1 5"RCP

1 34+00

1 33+00

BUILDING ELEC

16"

+45.05 26.05’

+98.39 26.38’

Ex. R/W

BDI-10

POST

HH

PERM. ESMT.

SANCO

PERM. ESMT.

CONC.

Ex. R/W

ELEC

L V R G

L V R G

L V R G

HH

L V R G

L V R G

SSMH

L V R G

WV +77.16

ELEC 957

HH

2"

2" 957

956

2" 958

SSMH

H

4 5 9

7 95

S A N M

3 95

2 5 9

7-1

H

6’ x 7.8’ B.C.

MATCHLINE15"PVCTBC

Ex. R/W

CONC.

HH 956

955

956

15"

SAN053

7-2

BDI-9

E. VINE ST

1 5"

BDI-8 95 3

Ex. R/W

ELEC

26.73’

CONC.

SSMH

SAN054

E. VINE ST

95 6

5 5 9

HH

SIGN

MULCH FFE=

953.47’

MULCH BUILDING

Ex. R/W

ELEC HH

L NG WAL NI TAI RE

WALL

POST

SANCO SANCO MAG

ASPHALT FFE PARKING=

ASPHALT

ELEC L NG WAL NI TAI RE

MAG

WALL

HH

ASPHALT

24"

2"

WM ELEC

Ex. R/W

MAGHH MH

24"

2"

2"

ELEC

CONC.

RETAINING WALL

24"

HH

MAG MAG

WM

SIGN

MAG EMH

ELEC

MAG

2"

OLD SIGN BASE

RETAINING WALL

HH

Ex. R/W

ELEC HH

CONC.

WM

ELEC ELEC

HH NG GARAG EE N Ex. TRANCE R/W GV PARKI MAG POST POST WM

HH

WALL

PARKING GARAGE

ELEC RISER

BUILDING

FFE ENTRANCE= 958.43’

ASPHALT

GRASS

FFE

960.15’

MAG

2"

G M

HH

6"

H ELEC

RETAINING WALL

CONC.

TB JB

WM

ELEC

PARK ELEC Ex. R/W BENCH HH

S A N M

952

958

WV

M ATCHLINE

95 7

95 6

A G

SAN052

SSMH

M

952

8"VCP

8"

SSMH

1 8"RCP

Y D R IM IE = =9 9 5 55 4 .5 .4 7 7

CONC.

95 4

TEMP.ESMT. PARK BENCH

4 5 9

PED

TEMP. ESMT.

ASPHALT

CONC.

TEMP. ESMT. TEMP. ESMT. TEMP. ESMT. TEMP. ESMT.

SAN050

BECK ALLEY

+77.15 37’

BUILDING

HH

BIKE RACKS

15"

SAN051

CONC.

ELEC

SIGN

MAG

HH

95 7

FOUNTAIN

PED

WV ELEC HH

ELEC HH

2"

SIGN

POST

35+00 STA. 1

SIGN

3"

CONC.

5" 1

SIGN

322

7-3714

TBC

954

7-3207

S A ( 2)PIPES NM

952

SHEET NO.

POST

Q UALI TY ST

953

P O S T P O S T

E M

STA. 1 29+00

PROP. R/W

Q UALI TY ST

FILE NAME: S:\LEX\2900--2999\2940\009\DRAWINGS\CAD\MICROSTATION\SHEETS\322 EC-22.DGN

951

TEMP. ESMT.

9 5 3

15" RCP

FP

POST

3 95

CONC.

Ex. R/W

GATE ARM

P C R " 6 9

QUALI TY ST

ELEC.

POST

3 5 9

P P O O S S T T

TEMP. ESMT.

POST POST

EL JB

ASPHALT

POST

GATE

CONTROL BOX

P O S T

SIGN SIGN

POST RAIL

FAYETTE

ITEM NO.

955

PO POST ST

GATE BOX

COUNTY OF

3"

POST

POST

T S O P SIGN

POST

POST

4"

954

POST

PANEL

PANEL

T POSTRANS

4"

4"

4"

Ex. R/W

POST

ELEC.

CONC.

96" RCP

PM

CONC.

952

2"

EL JB

Ex. R/W

PM

1 32+00

95 3

PM

PM

EMH

S IG S N IG P P NP P P P P P P O PO P P P P O O O O O O O O PO O S O O O S S S S S S S S T ST S S Ex. R/W S S T T T T T T T T ST T T T T

95 2

1 31 +00

1 30+00

WV

954

ASPHALT

PARKING=

FFE

FFE

961.74’

ABOVEGROUND

ABOVEGROUND

PARKING=

PARKING=

968.75’

965.74’

0’

20’

40’

80’

USER: chasew

DATE PLOTTED: Novem ber 30, 201 8

NOTES

EROSION CONTROL LEGEND

SILT TRAP TYPE C

SILT FENCE

E-SHEET NAME: R00505PL

BEGIN

END

LENGTH

STA.

STA.

(LF)

129+00

130+84

189

SF

SILT TRAP TEMPORARY SILT CONTROL PROPOSED R/W

PROPOSED EASEMENT

Pow er InRoads v8.1 1 .7.443

TEMPORARY SILT CONTROL

STA.

STR.

TYPE

133+11

BDI-8

C

133+46

BDI-9

C

134+91 BDI-10

C

EROSION CONTROL SHEET TOWN BRANCH COMMONS STA. 129+00 TO STA. 135+00


40+00 1

5"RCP 1

TBC

959

BDI-12 NE ST CC-8 .VI E

RO S E

15 "

C

Ex. R/W

SSMH 1 8"VC P

H S A N M

" 8

6"PVC

T R A N S

GV M G

6"ST EEL

ALT ASPH

2 96

E GAT E GAT BUI LDI NG

GN SI

GN SI

BRICK W ALL

95 9

OL D

96 3

4 6 9

6’x 6’B . C.

Ex. R/W

96 1 962

S GRAS

959

x 6’

1 5"

WM

CONC.

ALT ASPH

CONC.

961

EC EL HH

C ELE HH

1 5"

ST

CONC.

B EL J

0 96

GN SI

CONC.

5"

VY CK I THI GN SI

C O N C .

GN SI

C ELE HH

96 2

GN SI

S GRAS

HH

62 9

CONC.

CONC. E TABL

962

M W 963

963

SAN0 60

S A N M

H

R/W 24Ex " .

WM 6"PV

GN SI

RET GN AI I NI NG S GN WAL L SI

POST POST

B LJ E

S

SI GN

1 8"

WV SSMH

GRA SS

R/W . Ex GN I

GN SI

S T

C ELE

POST

Ex. R/W

61 9

ST

12 "

963

964

S GRAS

/W Ex. R

. NC CO

SSM H

6"

C ELE HH

GN SI

V I N E

Ex. R/W

C ELE HH

9 60 CONC.

CONC.

960

5" TRAF HH

5"

VI NE

1 5"

H 8"

5"

EMH

1 5 "RCP

GN P SI OST BASE

MH

ELEC E E L x E CR . /W HH HH

1 2 "RCP

GN SI

CC-9

CK BRI

O L 9 95 D

62 SAN0

3"

9 62

0’

20’

40’

80’

NOTES

SILT TRAP

STA.

STR.

TYPE

139+38

BDI-11

C

139+50

CC-8

C

139+60

BDI-12

C

140+10

CC-9

C

SILT TRAP TYPE C

SILT FENCE

TEMPORARY SILT CONTROL

SF

E-SHEET NAME: R00505PL

PROPOSED R/W

Pow er InRoads v8.1 1 .7.443

5"

HLINE M ATC

S A N M

H

1 5"

6 " P V C

9 95

4"

S A N M

H S A N M

"VCP 2 1

D PAVE ( ) OVER

1 2"

96 1

EROSION CONTROL LEGEND

959

9 95

961

3"

CON C.

GN SI

958

6’x 6’B . C.

960

SSMH

BUI LDI NG

DATE PLOTTED: Novem ber 30, 201 8

61 SAN0

WV

960

GN SI

8"PVC

1 8" 24"

8"

MAG

ELEC HH

C ELE HH

6"

WM

959

WV

6"

63 SAN0

9 60

E.V I NE ST

Ex. R/W

9 5 9

63 SAN0

1 5"

WM

E K BI RACK

H S A N M

H

959

6’x 7. 8’B . C.

SAN0 55

/W Ex. R 8 5 9

6"

959

C 8"PV

6"

SSMH ELEC HH

3"

S A N M

ST ROSE

H S

9 95

WV

PED

ELEC HH

8"

CONC.

6"

CONC.

6"

CONC.

ELEC HH C HH ELE

958

8"

1 5"

E x. R/W

ALT ASPH

6" 1

CONC. ELE C HH

x. R/W E

9 95

ST

96 0

W X. R/ E

S GRAS

MAG

SSMH

H MULC

ELEC HH

ELEC HH

C ELE BDI-11 HH

ESMT. TEMP. ESMT. PERM.

GN SI

B EL J 16"

CON C.

+00 41 1 STA.

Ex. R/W

CON C.

WV

I P

3"

SAN0 54

WV

N G I S

MMM WWW

958

SI GN

M ATC HLINE

ELEC HH

2"

GN SI MAG

T S O P

R STORM E W E S

4"

RO SE

( 2)P A IPE S NM

TEM P. ESM GRA T. SS 2

P I

EC EL HH

NG DI L BUI

8 95

9 5 9

958

24"

T S T N O S IG P S PO 6" 3) (

ALT ASPH

MUL CH

MAG

SSMH

7 95

CON C.

ST RO S E

CON C.

2"

BUI LDI NG

Ex. R/W

N IG S

N IG S

9 6 3

2"

323

95 8

Ex. R/W

7-3714

6"RCP 9

SSMH

TMH

2"

FAYETTE

P I

P I

SI GN

TEMP . ESMT .

SHEET NO.

Ex. R/W

TEMP. ESMT.

Ex. R/W

39+00 1

38+00 1

1 5"RC P

CON C.

30"

1 5" RC P

ITEM NO.

5"RCP 1

M UL CH

SAN0 57

N M

S SAN0 56 A

3"

COUNTY OF

Ex. R/W

/W Ex. R

ASP HALT

EX. R/W

7 5 9

STA. 1 35+00

TMH

7 95

TBC

PM 2"

SSM H

3"

SI GN

I P

3"

PAR ELEC KI NG GAR AGE HH ENT RAN CE

USER: chasew

37+00 1

30" RCP

SSM H

7 4 . 5 5 7 9 5 . D 4 Y M= I 95 R = E I

SSM H

H

CON C.

956

30"R CP

ASP HALT

1 36+0 0

SI GN 5"

96"R CP

FILE NAME: S:\LEX\2900--2999\2940\009\DRAWINGS\CAD\MICROSTATION\SHEETS\323 EC-23.DGN

6 5 9

PROPOSED EASEMENT

EROSION CONTROL SHEET TOWN BRANCH COMMONS STA. 135+00 TO STA. 141+00

C. B. 5’ 4.


S S M H

W M

EX .

2 4 "

W V S S M H

T POS

R / W

COUNTY OF

ITEM NO.

SHEET NO.

FAYETTE

7-3714

324

9 6 2

WV 960

96 0

R/ W

959

96 1 96 1

ELE C HH

SI GN

8"

Ex .R /W GR AS S

4"

PO ST

ELE C HH

A LL

B U IL D IN G

WV

W

18 "

R / W

A R G

962

1 2"

Ex .

D N

SS MH

ELE C HH

15 "

SS MH

DATE PLOTTED: Novem ber 30, 201 8

EROSION CONTROL LEGEND

SILT TRAP TYPE C

SILT FENCE

TEMPORARY SILT CONTROL PROPOSED R/W

0 +0 5 14

1 44+