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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.
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EXISTING R
EXISTING IN PIPES & HEA
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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’
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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
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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
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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
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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
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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
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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.
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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.
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TOWN BRANCH COMMONS DRAFT DESIGN STANDARDS
Bluegrass planting
Bluegrass planting
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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
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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
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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
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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”
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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
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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
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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
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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
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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
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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
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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
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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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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
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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
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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
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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
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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.
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168
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
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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
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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
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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
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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
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179
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
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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
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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
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Reference image
TOWN BRANCH COMMONS LEXINGTON, KY
Reference image
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APRIL 14, 20
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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
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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
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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
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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.
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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.
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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
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PROGRAM DIAGRAM
SCAP ARCH
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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’
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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
205
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
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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
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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
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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.
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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.
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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.
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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
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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.
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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.
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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.
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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)
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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+00
A P S PR T O OX R M . M LO A C A N HO T LE ION
P R OP .R / W
96 1
962
961
9 6 3
CC-13
/ SS GRA
MAG
S I GN PI
+20.06 SS 0" 1 MH 19.69’
C ELE HH
W V
E
CC-12
10 "
EC EL HH
W R/W M Ex.
R/W P. PRO
MA G
17.71’
963
VEL GRA
W IR ES
MA G
IP
S I G N
M A G
WV
S B U R H S
BDI-14
ST E.
W L V H E S IG H C N
S IG N
0" 1
0" 1
EC EL H H
6 6 9
SS A GR
WM
E N VI
0" 3 1 96 3 96
EC EL HH
3"
PO ST
4"
C O N C .
+44.90 18.40’
" 12+34.10
2 6 9
C. CON
CON C.
0" 1
8"
3 6 9
S MH A AN N 0 S 6 9
EL HH EC
16"
5"
MA G SI GN
S IG N
8 "
" 10
B
6 ’ x 6 ’ B .C .
S IG N
SI GN
15 " R C P
B U IL D IN G
2 96
AS PHA LT
GU Y
SS MH
4"
HH
GN SI S IG N
S T
W\
8"
E. VI NE ST
LV D
Ex .R /W
1 5"RCP
ELE C HH
GR AS S
ELE C HH
WV
4"
CO NC .
R/ W
ST173 1 2" 961
6’x 4 . 5 ’B. C.
KY TC
M A I N
EL EC
M U LC H
962
EMH
GR AS S
E A S T
SIG NS
GR AS S
ST
ELE C HHE x
AP PA CORE NC NT . W AT ER
1 0"
GLM
C O N C .
+81.84 39.02’
MAG
WA
1 6"
.R /W
GN SI
GLM
96 1
WI ND ST R EA M
M AG I P
961
8"
Ex .R /W
962
18 18 "V C " P V C P
MA G
0 96
USER: chasew
24 " V C P
GN SI
ELE C HH
S A N 0 6 8
M U LC H
9 6 5
KY TC
H NM SA
9 6 4
9 95
5"
HH +98.22 62.28’
) D A E H (A
WM SI GN
GN OST SI P
RA C NS FO RM ER
W / R
AP PA RE NT
9 5 8
T POS
. x E
960
GN T SI POS
2 6 9
9 6 2
20 "
ELE C HH
0 96
5"
959
E-SHEET NAME: R00505PL
36 " R C P
T POS
CO NC .
T E M P .E S M T .
95 9
T E M P .E S M T EL .T E
I P
NOTES
Pow er InRoads v8.1 1 .7.443
AP DR PR OP OX . 18 IN L " LE OC R T AT C P IO N
SA N0 65
I P
GN SI
96 1
95 8
EL EC P ED
B J TEL
W ATER ST
SI GN
R/ W
T E HH LE
G R A S S
GV
I P
C O N C .
SS MH
8"
TER ST
KY TC
T S T E A M B TU A P S E E .E S M T .
27 "
M H
95 8
5"
I P
S T
EL HH EC P ED
0 0 + 0 0 5
HH
N G I S GN SI
GR AS S
27" VCPSS
I P I V P I P W
S T
1 96
. A T S
AP PA R NT ELE E C
SS M H
SS P M 27"VC H
T POS
9 59 BDI-13
9 95
2 4 " V C P
957
1 43+0 0 15"
MA G
I P
Ex I P 96 .R "R /W CP
1 8 "
M A I N
8" V C P
142 +0 0 ST A. 141 +0 0
15" RC P
T POS
H NM SA
HH
W
CP "R 96
4"
Ex. R/W
9 62
8 5 9
TB C
I P
1 0 "
WM C O R NC. /
EC EL
C B T
MA TC HLI NE
I P
GN SI T POS
( 3) 6"
9 5 9
FILE NAME: S:\LEX\2900--2999\2940\009\DRAWINGS\CAD\MICROSTATION\SHEETS\324 EC-24.DGN
I P
T POS
95 8
PM
E x .
P ED
4 96
I P
G R A V EL
E .
M A I N
S M H
E IN L H C T A
EX .R /W
MA G
E .
9 6 0
M
SS MH
S A N C O
B I R KE A C K
C O (BACK) 30.05’ LT. S
1 6 "
3 6 9
GN SI
M A G
960
" 15
GN SI
M A G
96 2
T R HH AF
A S P HA LT
9 5 9
R/ W
"R 84
VINE ST. STA. 146+39.65,
0 96
I P
B R MIDLAND AVE. STA. 500+00 (AHEAD) = IC CP K
S S M H
Ex .
9 6 0
15 " RC P
2 4 " V C P
P I M AG
14 6 + 0 0
8"
C O 1 2"
4"
0’
20’
40’
80’
SI GN 8"
SILT TRAP
STA.
STR.
TYPE
141+08
BDI-13
C
143+15
ST173
C
145+15
BDI-14
C
145+54
CC-12
C
145+89
CC-13
C
SF
PROPOSED EASEMENT
EROSION CONTROL SHEET TOWN BRANCH COMMONS STA. 141+00 TO STA. 146+39.65
7-3714
15"
325
8" 15" 8"
12" 10"
8" 8"
GRASS 10"
10"
K IC BR
18" 12"
96 1
TEM P. ESM T.
15"
H
ST266 15"
ST
GRASS
15"
M
A
N I
. MT ES EMP. T
PERM. ESMT.
96 3
CONC.
8 4 "RCP
ST
CB CB RI M= 963 . 75 I E=9 61 . 55
GRASS
962
961
SSMH 9 63
E X. R/W
20"
PERM. ES MT . 9 6
E X. R/W
5
6"
X. R/W E
SSMH
CONC.
+71.56 18.26’
M SS
+84.96 20.68’
STORM SEWER
8 4 "RCP
H
EC EL HH D PE
M
CH UL
9 63
CONC.
962
M EA TR NDS WI
VE. ND A A L D I M
TBC
HH
MI DL AND AVE . 12"
SSMH
E X. R/W
H EM
63 9
8"
63
9 SI GN M
CONC.
H
P RC 8" 1
E X. R/W
E X. R/W 965 RE TAI NI NG WAL L
1 5 "RCP
966 970
MUL CH
R/ W
SI GN
965
96 3
3 96
V
E.
W
W
M
V
EC EL HH
GN SI
GN SI
" 10
70 N0 SA
K IC BR
EC EL HH
2 6 9
3 . 96 NC CO
EX .
. NC CO
JB
H
9 6 2
SI GN
GRASS
4 6 9
9 65
M SS
TB
M SS
CP V 8"
SSMH
E L E C H H
GRASS
CH UL
HH
HH
V
H
W
TM
69 N0 SA
SANMH
CONC.
8"RCP 1
D PE
AF TR
EC EL
. NC CO
964
SANMH
964
WV
CONC.
E X. R/W
969 968 967
CONC.
P RC 18"
CH UL
GN SI
M
GN SI
E LIN H C T MA
62 9
964
GN SI
SI GN
MATCHLINE
TBC
1 5"
EC EL
. NC CO
2 96
4 6 9
963
68 N0 SA
. NC CO
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