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DISTRICT

COUNTY

ROUTE

SECTION

SHEET

6-0

MONTGOMERY

0000

MTF

2 OF 46

UPPER MERION TOWNSHIP

P L P L

5

8

12

P L

P L

P L

4

DATE

BY

E BELOW

3

1

REVISIONS

IN MATCHL

0.1 MILES TO SR 3039

MOORE ROAD (T-102)

REVISION NUMBER

24 PINE

24 PINE

12IN

16" PINE

PL

PL

24" MAPLE

6" CHERRY

PL

105

48" TWIN

115

110

FIRST AVE

6" CHERRY

24" ASH

FIRST AVE

PL

PS

6" CHERRY

24"

120

125

FIRST AVE

FIRST AVENUE

135

130

FIRST AVE

30 LOCUST

12 LOCUST

LANDSCAPE

PL

6

E ABOVE

0.1 MILES TO AMERICAN AVE 0.4 MILES TO ALLENDALE RD

13

ADDRESS

OWNER

1

1160 FIRST AVENUE

Valley Forge Colonial LP

2

600 NORTH GULPH ROAD

Brandywine Operating Partnership LP

3

1150 FIRST AVENUE

Parkview Tower Associates LP

4

1100 FIRST AVENUE

Royale Garden LP

5

1020 FIRST AVENUE

Alisue LLC & Aneff LLC

6

1075 FIRST AVENUE

1075 First Global Associates, LLC

7

1045 FIRST AVENUE

1045 First Avenue Partners LP

8

1000 FIRST AVENUE

Alisue LLC & Aneff LLC

9

650 PARK AVENUE

Brandywine Operating Partnership LP

10

651 PARK AVENUE

Mintz Management LLC

11

935 FIRST AVENUE

Brandywine Operating Partnership LP

12

900 FIRST AVENUE

Atofina Chemicals Inc.

13

860 FIRST AVENUE

Metropolitan Business Park LP

14

875 FIRST AVENUE

PSI Pharma Support America, Inc.

15

400 AMERICAN AVENUE

BRE/HV Properties, LLC

PL

P L

12

133

PT

134 135

136

137

138

FIRST AVENUE

139

140

141

P L

PL

FIRST AVE

11

9

10

11

LIMIT OF AUTHORIZATION STA 105+20.00

LIMIT OF WORK STA 104+50.00 FIRST AVENUE UPPER MERION TOWNSHIP MONTGOMERY COUNTY

MATCHLI N

7

PA (T RK -1 AV 04 E )

P L

P L P L

P L

2

PL

MULCHAREA

P L

PL

PL

30 LOCUST

PARK AVE

24IN LOCU

24 PINE

14

LIMIT OF AUTHORIZATION STA 138+50.00 FIRST AVENUE

SHEET INDEX DESCRIPTION TITLE SHEET INDEX MAP LOCATION MAP & GENERAL NOTES TYPICAL SECTIONS DETAILS ELEVATIONS SUMMARY SHEET TABULATION SHEETS PROTECTION & DEMOLITION PLANS ROADWAY PLANS GRADING PLANS

SHEET 1 2 3 4 5-12 13-20 21-22 23-25 26-30 31-35 36-40

LAYOUT PLANS

41-46

LIMIT OF WORK STA 139+50.00 FIRST AVENUE UPPER MERION TOWNSHIP MONTGOMERY COUNTY

INDEX MAP

LEGEND 1

PARCEL IDENTIFICATION NUMBER- NO TAKE

1

PARCEL IDENTIFICATION NUMBER SHEET


LIST OF PUBLIC UTILITIES AQUA PENNSYLVANUA, INC 762 LANCASTER AVENUE BRYN MAWR, PA 19010 ATTN: MR WILLIAM ZAHN (610) 645-4203

W AT&T ATLANTA ATTN: DENNIS MORGAN (724) 495-4038

COM CENTURYLINK COMMUNICATIONS/LEVEL 3 1201 WALNUT BOTTOM ROAD CARLISLE, PA 17015 ATTN: MR DAN COMPITELLO (267) 421-2395

COM COMCAST CABLE COMMUNICATIONS ATTN: KEVIN GUINTHER (215) 285-8766

COM

PECO ENERGY COMPANY 1050 W SWEDESFORD ROAD BERWYN, PA 19312 ATTN: IBUKUN-OLUWA KEMIKI (ELECTRIC) (215) 956-3072 ATTN: MR MIKE GABRIEL (GAS) (215) 485-0047

E EU G TELEPORT COMMUNICATION AMERICA LLC (FORMERLY AT&T) 536 BALTIMORE PIKE SPRINGFIELD, PA 19064 ATTN: MR JAY EVERLY (610) 328-6465

T TU COM UPPER MERION SANITARY & STORMWATER AUTHORITY 175 W VALLEY FORGE ROAD KING OF PRUSSIA, PA 19406 ATTN: MR DAN LEGERTON (610) 275-1534

S

TABULATION OF CONSTRUCTION LENGTH UPPER MERION TOWNSHIP 175 W VALLEY FORGE ROAD KING OF PRUSSIA, PA 19406 ATTN: MR CHARLES DEVITIS (610) 721-3704

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MONTGOMERY

0000

MTF

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UPPER MERION TOWNSHIP

STA 105+20.00 TO STA 138+50.00 = 3330.00 LF = 0.631 MI

REVISION NUMBER

REVISIONS

DATE

BY

TABULATION OF OVERALL LENGTH STA 104+50.00 TO STA 139+50.00 = 3500.00 LF = 0.663 MI

FOU VERIZON BUSINESS 850 N. 5TH STREET ALLENTOWN, PA 18102 ATTN: MR. JOHN ALESSANDRINI (610) 337-6707

T TU COM VERIZON PENNSYLVANIA, LLC 180 SHEREE BLVD, SUITE 2100 EXTON, PA 19341 ATTN: MR CHRIS ATKINSON (215) 478-5218

T TU V COM PA ONE CALL SYSTEM 1-800-242-1776

GENERAL NOTES THE TOWNSHIP RIGHT-OF-WAY ON FIRST AVENUE, FROM STA 104+50.00 TO STA 139+50.00 IS SIXTY (60) FEET, BASED ON A LAND DEVELOPMENT SITE PLAN FOR PARCEL NO. 580006824003 BLOCK 027A UNIT 003 NEIGHBORHOOD 4441 BY PENNONI ASSOCIATES, AND SIGNED AND APPROVED BY UPPER MERION TOWNSHIP ON JULY 21, 1997.

SURVEY NOTES

DETAILS OTHER THAN THOSE INDICATED, ARE ON THE FOLLOWING STANDARD DRAWINGS:

THE DEPARTMENT RESERVES THE RIGHT TO ELIMINATE ANY OR ALL OF THE WORK WHICH IS LISTED IN THE TABULATION AS BOROUGH PORTION OR CITY PORTION OR TOWNSHIP PORTION. DO NOT PERFORM ANY SUCH WORK UNTIL SO ORDERED IN WRITING BY THE ENGINEER. THIS IS A FEDERAL-AID PROJECT AND AS SUCH IS SUBJECT TO INSPECTION BY REPRESENTATIVES OF THE FEDERAL HIGHWAY ADMINISTRATION AND THE PENNSYLVANIA DEPARTMENT OF TRANSPORTATION, AND UPPER MERION TOWNSHIP. THREE WORKING DAYS PRIOR TO EXCAVATION, THE CONTRACTOR MUST CONTACT THE PA ONE CALL SYSTEM, INC. PHONE 1-800-242-1776. TEMPORARY CONSTRUCTION EASEMENT. AN EASEMENT TO USE THE LAND AS NECESSARY DURING CONSTRUCTION OF THE PROJECT. THE EASEMENT IS REQUIRED ONLY UNTIL THE CONSTRUCTION OR WORK INDICATED BY THE PLAN IS COMPLETED, UNLESS SOONER RELINQUISHED IN WRITING BY THE DEPARTMENT.

RC-10M RC-11M RC-13M RC-28M RC-40M RC-64M RC-65M RC-67M RC-70M RC-91M TC-8600 TC-8602 TC-8604 TC-8702B TC-8801 TC-8802 TC-8803 TC-8804 TC-8805 TC-8806

THIS MAP HAS BEEN PRODUCED ACCORDING TO PROCEDURES THAT COMPLY WITH NATIONAL STANDARD FOR SPATIAL DATA ACCURACY (NSSDA) FOR A CONTOUR INTERVAL OF 1-FOOT AND A MAP SCALE OF 1"= 20'.

JUNE 1, 2010 JUNE 1, 2010 JUNE 10, 2010 FEBRUARY 8, 2019 FEBRUARY 8, 2019 JUNE 1, 2010 AUGUST 28, 2017 JUNE 10, 2013 FEBRUARY 8, 2019 JUNE 10, 2010 JUNE 13, 2013 JUNE 13, 2013 JUNE 13, 2013 JUNE 13, 2013 DECEMBER 12, 2011 DECEMBER 12, 2011 DECEMBER 12, 2011 DECEMBER 12, 2011 DECEMBER 12, 2011 DECEMBER 12, 2011

THIS COMPUTER PLOTTED MAP WAS GENERATED BY PHOTOGRAMMETRIC METHODS COMPILED ON DIGITAL STEREO WORKSTATIONS USING AERIAL PHOTOGRAPHY TAKEN ON APRIL 18, 2015. UTILITIES ARE TAKEN FROM PUBLIC RECORD. THE CONTRACTOR MUST VERIFY THE EXACT LOCATION AND DEPTH. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION.

DO NOT INTERFERE WITH THE OPERATION OF ANY FIRE HYDRANT, FIRE CALL BOX OR POLICE CALL BOX. THE HORIZONTAL CONTROL IS BASED ON AN ASSUMED COORDINATE SYSTEM. THE VERTICAL CONTROL IS BASED ON NATIONAL GEODETIC VERTICAL DATUM (NGVD) OF 1929.

LIMIT OF WORK STA 104+50.00 FIRST AVENUE UPPER MERION TOWNSHIP MONTGOMERY COUNTY

ALL CURVE DATA IS BASED ON THE ARC DEFINITION UNLESS OTHERWISE NOTED. THERE ARE NO NAVIGABLE STREAMS WITHIN THE PROJECT LIMITS.

LIMIT OF WORK STA 139+50.00 FIRST AVENUE UPPER MERION TOWNSHIP MONTGOMERY COUNTY

EARTHWORK SUMMARY ENTIRE PROJECT THE INFORMATION ON ESTIMATED AMOUNTS OF EARTHWORK HAS BEEN USED IN PRELIMINARY ESTIMATE. DO NOT USE AS A WAVIER OF ANY PROVISIONS OF THE SPECIFICATIONS AND CONTRACTS.

CUBIC YARDS OF EXCAVATION CLASS 1 2,194

CLASS 1A 842

CLASS 1B

CLASS 2

CLASS 3 160

CLASS 4

SUMMARY OF PROJECT COORDINATES

CUBIC YARDS OF COMPLETED EMBANKMENT*

CUBIC YARDS OF BORROW EMBANKMENT

CUBIC YARDS OF WASTE

*INCLUDES ALL BORROW ITEMS

BASED ON AN ASSUMED COORDINATE SYSTEM

LOCATION MAP LEGEND LIMITED ACCESS HIGHWAY STATE ROUTE TOWNSHIP ROAD COUNTY BOUNDARY LINE PROJECT

LOCATION MAP & GENERAL NOTES


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UPPER MERION TOWNSHIP REVISION NUMBER

REVISIONS

DATE

BY

ORNAMENTAL LIGHT WITH SOLAR LUMINAIRE 10.000 ORNAMENTAL LIGHT WITH SOLAR LUMINAIRE

PROPOSED ASPHALT PATH 2.000

6.000 .333

BUFFER VARIES 5'-0" MIN.

CLEAR ZONE

2% MAX.

2% MAX.

EXISTING CONCRETE CURB

EXISTING CONCRETE CURB EXISTING ROADWAY

.500

EXISTING ROADWAY

CEMENT CONCRETE SIDEWALK

SUPERPAVE ASPHALT MIXTURE DESIGN, WMA WEARING COURSE, PG 64-22, 3 TO < 10 MILLION ESALS, 9.5 MM MIX,1 1/2" DEPTH, SRL-H

SUBBASE 6" DEPTH (NO. 2A)

BITMINOUS TACK COAT SUPERPAVE ASPHALT MIXTURE DESIGN, WMA BINDER COURSE, PG 64-22, 3 TO < 10 MILLION ESALS, 19.0 MM MIX, 2 1/2" DEPTH SUBBASE 6" DEPTH (NO. 2A) 1

TYPICAL SECTION AT PROPOSED CONCRETE PAVING LIMITS STA. 105 +35.65 TO STA. 109 + 64.30 N.T.S.

2

ROADWAY SIGN

12.501 1.000 CLEAR ZONE

PROPOSED ASPHALT PATH 10.000 MIN. PATH WIDTH

TYPICAL SECTION AT PROPOSED ASPHALT PAVING LIMITS STA. 117+87.29 TO STA. 142+83.14 N.T.S.

1.000

BUFFER. VARIES 5'-0" MIN.

CLEAR ZONE HANDRAIL

2% MAX.

SEGMENTAL BLOCK RETAINING WALL

EXISTING CONCRETE CURB

12.000 PROPOSED ASPHALT PATH 2.000

10.000

CLEAR ZONE

MIN. PATH WIDTH 2% MAX.

2.000 CLEAR ZONE SEGMENTAL BLOCK RETAINING WALL

EXISTING ROADWAY

SUPERPAVE ASPHALT MIXTURE DESIGN, WMA WEARING COURSE, PG 64-22, 3 TO < 10 MILLION ESALS, 9.5 MM MIX,1 1/2" DEPTH, SRL-H

SUPERPAVE ASPHALT MIXTURE DESIGN, WMA WEARING COURSE, PG 64-22, 3 TO < 10 MILLION ESALS, 9.5 MM MIX,1 1/2" DEPTH, SRL-H

BITMINOUS TACK COAT

BITMINOUS TACK COAT

SUPERPAVE ASPHALT MIXTURE DESIGN, WMA BINDER COURSE, PG 64-22, 3 TO < 10 MILLION ESALS, 19.0 MM MIX, 2 1/2" DEPTH

SUPERPAVE ASPHALT MIXTURE DESIGN, WMA BINDER COURSE, PG 64-22, 3 TO < 10 MILLION ESALS, 19.0 MM MIX, 2 1/2" DEPTH

SUBBASE 6" DEPTH (NO. 2A)

SUBBASE 6" DEPTH (NO. 2A)

3

TYPICAL SECTION AT PROPOSED PATH STA. 120+59.90 TO STA. 121+93.54 & STA. 133+70.68 TO STA. 134+39.15 N.T.S.

4

TYPICAL SECTION AT PROPOSED PATH STA. 123+13.51 TO STA. 123+63.51 & STA. 129+22.91 TO STA. 130+53.57 N.T.S. TYPICAL SECTION


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6-0

MONTGOMERY

0000

MTF

5 OF 46

UPPER MERION TOWNSHIP

SEGMENTAL CAP UNIT

SEGMENTAL CAP UNIT HANDRAIL

SEGMENTAL BLOCK UNITS EXTEND GEOGRID TOTAL WALL HEIGHT. REINFORCEMENT TO REFER TO GRADING WITHIN 1" OF BLOCK FACE PLAN FOR TOP OF WALL. 3'-6" MAX. 1/2" EXPANSION JOINT AT CONCRETE PAVING

SEGMENTAL BLOCK UNITS

LIMIT OF EXCAVATION CLASS 1 GEOGRID REINFORCEMENT, LOCATION PER SHOP DRAWINGS BACKFILL SOIL

FINISHED GRADE

4" PAVEMENT BASE DRAIN, WRAPPED IN GEOTEXTILE

6" 11" 6"

BASE COURSE CONSTRUCTED USING 6” HIGH X 18" LONG UNITS ONLY. 6” MIN. BELOW FINISHED GRADE.

SLEEVED CONTINOUS CONCRETE FOOTER, 12” DEPTH

SEGMENTAL BLOCK RETAINING WALL WITH STONE BASE, TYP. 3/4" = 1'-0"

BACKFILL SOIL FREE DRAINING AGGREGATE BACKFILL 4" PAVEMENT BASE DRAIN, WRAPPED IN GEOTEXTILE

WALL END UNIT (TYP)

SEGMENTAL RETAINING WALL

SOLID DRAIN OUTLET PIPE

A B

FACET ANGLE TO MATCH ADJACENT PAVING

FACET ANGLE TO MATCH ADJACENT PAVING 3'-8" TYP.

3'-8" TYP. FACETED

4" TEE

WALL UNIT (TYP) ISOMETRIC VIEW CUTTING DIAGRAM - A CUTTING DIAGRAM - A

CAP UNIT SEGMENTAL BLOCK WALL UNITS, TYP.

ELEVATION VIEW (ELEVATION VARIES)

ELEVATION VIEW

4" TEE 4" CUT

A

REMOVE PORTION OF ADJACENT UNITS TO ALLOW DRAIN PIPE THROUGH WALL FACE

A CUTTING DIAGRAM - B

FINISH GRADE

4" PAVEMENT BASE DRAIN, WRAPPED IN GEOTEXTILE (ELEVATION VARIES)

A

ALIGNED

BASE COURSE CONSTRUCTED USING 6” HIGH X 18" LONG UNITS ONLY. 6” MIN. BELOW FINISHED GRADE.

ITEM NO. 0204-0100 CLASS 3 EXCAVATION 0221-0003 GEOGRIDS, CLASS 1 0350-0106 SUBBASE 6" DEPTH (NO. 2A) 4610-7001 4" PAVEMENT BASE DRAIN, WRAPPED IN GEOTEXILE, WITH OUTLETS AND COVERS 0613-0001 STONE BACKFILL FOR MISCELLANEOUS DRAINAGE 9000-0401 SEGMENTAL BLOCK RETAINING WALL 9000-0015 PLANTING SOIL, MANUFACTURED 9000-0545 PEDESTRIAN RAILING WITH SKATE DETERRENT, SLEEVED CONTINOUS CONCRETE FOOTING

CUT WALL AND COPING UNITS AT TRANSITIONS AS NECESSARY TO MATCH RADIUS OF ADJACENT PATH

7'-4" TYP.

PLANTING SOIL

SEGMENTAL BLOCK RETAINING WALL WITH CONCRETE BASE, TYP. 3/4" = 1'-0"

2

ITEM NO. 0204-0100 CLASS 3 EXCAVATION 0221-0003 GEOGRIDS, CLASS 1 0350-0106 SUBBASE 6" DEPTH (NO. 2A) 4610-7001 4" PAVEMENT BASE DRAIN, WRAPPED IN GEOTEXILE, WITH OUTLETS AND COVERS 0613-0001 STONE BACKFILL FOR MISCELLANEOUS DRAINAGE 9000-0401 SEGMENTAL BLOCK RETAINING WALL 9000-0015 PLANTING SOIL, MANUFACTURED

ALIGNED

BY

CLASS 1 GEOGRID REINFORCEMENT, LOCATION PER SHOP DRAWINGS

1'-6"

SUBBASE, 6" DEPTH (NO. 2A)

DATE

LIMIT OF EXCAVATION

FINISHED GRADE

FREE DRAINING AGGREGATE BACKFILL

SUBBASE, 6” DEPTH (NO. 2A)

1

EXTEND GEOGRID TOTAL WALL HEIGHT. REINFORCEMENT TO REFER TO GRADING WITHIN 1" OF BLOCK FACE PLAN FOR TOP OF WALL. 3'-6" MAX.

1'-0" MIN.

6" MIN.

PLANTING SOIL

REVISIONS

FINISHED GRADE

6"

6"

FINISHED GRADE

GEOGRID AND BACKFILL PER ENGINEERED SHOP DRAWINGS

6"

GEOGRID AND BACKFILL PER ENGINEERED SHOP DRAWINGS

REVISION NUMBER

B PLAN VIEW B

REMOVE PORTION OF ADJACENT UNITS TO ALLOW DRAIN PIPE THROUGH WALL FACE

NOTE: 1. ALTERNATE COURSES A AND B UNTIL FULL HEIGHT OF WALL HAS BEEN REACHED. 2. CUT 2 TO 4 INCHES FROM CENTER END-UNIT TO MAINTAIN PATTERN. 3. AFFIX ALL UNITS WITH CONSTRUCTION-GRADE ADHESIVE AS RECOMMENDED BY MANUFACTURER. 4. USE DOUBLE FACE BLOCK FOR ALL EXPOSED WALL FACES, REFER TO GRADING PLAN FOR LENGTH.

SPACING VARIES (50 FEET MAXIMUM)

DAYLIGHT DAYLIGHT DRAIN DRAIN THROUGH WALL AT LOCATIONS AT 50FT THROUGH WALL MAXIMUM SPACING. INSTALL 4" CUT PIPE OUTLET COVER FLUSH WITH FACE OF WALL.

FINISHED GRADE DAYLIGHT DRAIN WALLCOVER PIPETHROUGH OUTLET WITH

FINISHED GRADE

DETAILS SPACING VARIES (50 FEET MAXIMUM)

SUBBASE, 6" DEPTH (NO. 2A)

3

SEGMENTAL BLOCK RETAINING WALL LAYOUT, TYP. 3/4"=1'-0"

ITEM NO. 9000-0401 SEGMENTAL BLOCK RETAINING WALL

4

END OF WALL, TYP. N.T.S

5 belgard.com

ITEM NO. 877-235-4273 9000-0401 SEGMENTAL BLOCK RETAINING WALL details@belgard.com belgard.com

DRAIN PIPE THROUGH SEGMENTAL BLOCK WALL, TYP. N.T.S

ITEM NO. 4610-7001 4" PAVEMENT BASE DRAIN, WRAPPED IN GEOTEXILE, WITH OUTLETS AND COVERS Drain Pipe Through Wall 9000-0401 SEGMENTAL BLOCK RETAINING WALL

This drawing is for illustrative purposes only and should not be used for construction without the signature of a registered professional engineer.

Scale:

1/2" = Date:

Face

1/20/ Scale:

This drawing is for illustrative purposes only and should not be

1/2" =


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6-0

MONTGOMERY

0000

MTF

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UPPER MERION TOWNSHIP REVISION NUMBER

REVISIONS

DATE

BENCH ANCHOR BOLT & HARDWARE PER MANUFACTURER’S INSTRUCTIONS

2'

-0

"

-0

2'

ADJACENT ASPHALT PAVING

CEMENT CONCRETE SIDEWALK FINISH GRADE

" CEMENT CONCRETE SIDEWALK, 8” DEPTH TRASH RECEPTACLE

SUBBASE, 6” DEPTH (NO. 2A)

TRASH RECEPTACLE

PREPARED SUBGRADE

1'-10 3/8"

ALIGN

1'-7 5/8"

4'-0"

LAWN

2'0"

6"

CEMENT CONCRETE SIDEWALK, 8” DEPTH

SECTION

ASPHALT PAVING PLAN

PLAN ANCHOR BOLT HARDWARE PER MANUFACTURER'S SPECIFICATIONS

2"

4” ANCHOR BOLT HARDWARE PER MANUFACTURER'S SPECIFICATIONS

6'-0"

6"

8"

EQ.

CEMENT CONCRETE SIDEWALK, 8” DEPTH SUBBASE, 6” DEPTH (NO. 2A) PREPARED SUBGRADE

2 EQ.

CEMENT CONCRETE SIDEWALK

2"

CEMENT CONCRETE SIDEWALK, 8” DEPTH SUBBASE, 6” DEPTH (NO. 2A) PREPARED SUBGRADE

SECTION

TRASH RECEPTACLE AT PLAZA TYP. 1" = 1'-0"

ITEM NO. 4676-0001 CEMENT CONCRETE SIDEWALK, 8" DEPTH 9000-0550 TRASH RECEPTACLE

ADJACENT ASPHALT PAVING

ADJACENT ASPHALT PAVING

2'-0"

SECTION

BENCH

3

TRASH RECEPTACLE AT END OF SHARED USE PATH, TYP. 1" = 1'-0"

ITEM NO. 4676-0001 CEMENT CONCRETE SIDEWALK, 8" DEPTH 9000-0550 TRASH RECEPTACLE

NOTE: INSTALL LANDSCAPE BOULDER WITH TOP OF BOULDER PARALLEL TO ADJACENT ACCESSIBLE PAVED AREA OR LAWN. 2"

1'-10 3/8"

1'-7 5/8"

LANDSCAPE BOULDER

3'-8"

SUBBASE 6” DEPTH (NO.2A) ADJACENT LAWN OR PLANT BED 2"

ADJACENT SIDEWALK OR PLAZA

PLAN

1

ADJACENT LAWN

ALIGN 8"

ALIGN

FINISH GRADE

ADJACENT LAWN

TRASH RECEPTACLE

6"

TRASH RECEPTACLE

DETAILS

BENCH, TYP. 1" = 1'-0"

ITEM NO. 9000-0551 BENCH 0676-0001 CEMENT CONCRETE SIDEWALK

4

LANDSCAPE BOULDER, TYP. 3/4" = 1'-0"

ITEM NO. 0350-0106 SUBBASE 6" DEPTH (NO. 2A) 9000-0557 LANDSCAPE BOULDER

BY


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UPPER MERION TOWNSHIP REVISION NUMBER

TRUNK CALIPER SHALL MEET ANSI Z60 CURRENT EDITION FOR ROOT BALL SIZE

PERENNIAL OR ORNAMENTAL GRASS

TOP OF ROOT BALL SHALL BE FLUSH WITH FINISHED GRADE

REMOVE TOP 2/3 WIRE BASKET, TYP. DO NOT FOLD DOWN WIRE. WIRE MUST BE CUT AND REMOVED FROM HOLE. REMOVE BURLAP TO GREATEST EXTENT POSSIBLE, BUT NO LESS THAN TOP 1/3.

SHRUB

PLAN UNDERPLANT SHRUBS AND TALLER PERENNIALS PERENNIAL OR ORNAMENTAL GRASS

2" LAYER OF MULCH. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL. (SEE SPECIFICATIONS FOR MULCH).

SHRUB SPACING AS SHOWN ON PLANS

GROUNDCOVER

SET TOP OF ROOTBALL AT FINISHED GRADE

PLANTING SOIL EQ.

EQ. 3X

NOTES:

SCARIFY SIDES OF ROOTBALL TO BREAK UP CIRCLING ROOTS

2" MULCH

EXISTING SOIL

2'-0", MIN

2'-0"

ADJACENT LAWN

BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL

SCARIFY SUBGRADE TO 4" DEPTH SUBGRADE

1. SCARIFY SUBGRADE AT SIDES AND BOTTOM OF PLANTING PIT, TYPICAL. 2. REMOVE EXCESS SOIL FROM ROOTBALL TO EXPOSE FLARE PRIOR TO SETTING ROOTBALL. 3. SEE SPECIFICATIONS FOR FURTHER REQUIREMENTS RELATED TO THIS DETAIL.

SECTION INSTALL PLANTING SOIL IN 6" LIFTS

TREE PLANTING, TYP. 1/2" = 1'-0"

1

DATE

GROUNDCOVER

PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE TREE. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL.

ROUND-TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY.

REVISIONS

ITEM NO. 9000-0015 PLANTING SOIL, MANUFACTURED 4805-0015 MULCHING, SHREDDED BARK, DYE RESTRICTED, 2" DEPTH 0808-3075 RED MAPLE, 0808-3161 RED SUNSET RED MAPLE, 0808-3461 AMERICAN REDBUD, 0808-3468 AUTUMN BRILLANCE SERVICEBERRY, 0808-3470 YELLOWWOOD, 4808-3602 BUTTERFLIES MAGNOLIA, 4808-3612 YELLOW BIRD MAGNOLIA 0808-3803, WHITE SPRUCE, 9000-0801 STRIPED MAPLE-ACER PENSYLVANICUM, 9000-0802 HACKBERRYCELTIS OCCIDENTALIS, 9000-0803 NELLIE R STEVENS HOLLY- ILEX X NELLIE R. STEVENS, 9000-0804 RAINBOW PILLAR SERVICEBERRY- AMELANCHIER CANADENSIS 'GLEN FORM' 9000-0350 PLANT ESTABLISHMENT PERIOD

3

GROUNDCOVER 12" O.C. MAX., TYP.

SHRUB & HERBACEOUS PLANTING, TYP. 1/2" = 1'-0"

ITEM NO. 9000-0015 PLANTING SOIL, MANUFACTURED 4805-0015 MULCHING, SHREDDED BARK, DYE RESTRICTED, 2" DEPTH PLANTS: 4808-3961, 4808-4202, 4808-4203, 9000-0805 TO 9000-0812, 9000-0820 TO 9000-0834. 9000-0850 TO 9000-0857 9000-0350 PLANT ESTABLISHMENT PERIOD

DRIP LINE NOTE: SCARIFICATION AND 6" MIN. OF PLANTING SOIL SHALL BE INSTALLED IN ALL AREAS TO RECEIVE SEED. PROPOSED FINISHED GRADE

2'-0"

TOPSOIL AND/OR PLANTING SOIL TRANSITION LAYER-TOPSOIL TILLED INTO LOOSENED SUBGRADE

6"

6"

4'-0"

TEMPORARY PROTECTIVE FENCE FINISHED GRADE

SCARIFY TO MIN. 4" BELOW SURFACE OF SUBGRADE

2

NOTE: 1. TREE PROTECTION TO BE INSTALLED AROUND GROUPS OF TREES, AS SHOWN ON PLANS, RATHER THAN INDIVIDUAL TREES.

LAWN SECTION 1" = 1'-0"

ITEM NO. 9000-0011 AMENDED SOIL 9000-0015 PLANTING SOIL, MANUFACTURED 0804-0011 SEEDING AND SOIL SUPPLEMENTS- FORMULA B

4

TREE PROTECTION FENCE- SAFETY FENCE 1/2" = 1'-0"

ITEM NO. 9000-0320 PLANT PROTECTION ZONE 0811-0003 TEMPORARY PROTECTIVE FENCE

3' -0"

TOP OF SUBGRADE DETAILS PROTECTION FENCE STEEL STAKE, 4'-0" O.C. MAX.

BY


1 5/8" DIA. FINISH GRADE

POST, TYP.

BOTTOM OF RAMP

1'-0"

TOP OF RAMP

1'-0"

RAILING EMBEDMENT, TYP. REFER TO DETAIL 4/SHEET 8 OF 46 & 5/ SHEET 8 OF 46. 1

1/2" GROUT POCKET, ANNULAR SPACE FILLED COMPLETELY WITH GROUT, TYP. 10"

4

PEDESTRIAN RAILING, TYP. 3/4" = 1'-0" ITEM NO. 9000-0544 PEDESTRIAN RAILING WITH SKATE DETERRENT, SLEEVED CONCRETE FOOTING 9000-0545 PEDESTRIAN RAILING WITH SKATE DETERRENT, SLEEVED CONTINOUS CONCRETE FOOTING

6" IMBED

1/8" INSIDE RADIUS, TYP.

1/8" INSIDE RADIUS, TYP.

S.S. FLANGE TO COVER GROUT POCKET - FINISH TO MATCH POST

4"

4 3/8” RADIUS, TYP. 6" RADIUS, TYP. 2" RADIUS, TYP.

SLEEVE

CONTINOUS CONCRETE FOOTER

PEDESTRIAN RAILING FOOTER, TYP. 3/4" = 1'-0" ITEM NO. 9000-0544 PEDESTRIAN RAILING WITH SKATE DETERRENT, SLEEVED CONCRETE FOOTING

5

MONTGOMERY

0000

MTF

8 OF 46

REVISIONS

DATE

SEGMENTAL BLOCK RETAINING WALL 1/2" GROUT POCKET, ANNULAR SPACE FILLED COMPLETELY WITH GROUT, TYP. SLEEVE

1'-6"

PEDESTRIAN RAILING FOOTER AT SEGMENTAL BLOCK RETAINING WALL, TYP. 3/4" = 1'-0" ITEM NO. 9000-0545 PEDESTRIAN RAILING WITH SKATE DETERRENT, SLEEVED CONTINOUS CONCRETE FOOTING

PROPOSED ASPHALT PATH 12'-6", TYP. 3"

6-0

SEGMENTAL BLOCK RETAINING WALL

3" FROM EDGE, TYP. S.S. FLANGE TO COVER GROUT POCKET - FINISH TO MATCH POST

3" FROM EDGE, TYP.

6"

ELEVATION

FULLY WELDED AND FINISHED COPED 6" RADIUS, TYP. CONNECTION 4 3/8” RADIUS, TYP. 2" RADIUS, TYP. 6" IMBED

ELEVATION

SHEET

REVISION NUMBER

CONTINOUS CONCRETE FOOTER BELOW

CONCRETE FOOTER BELOW

5"

SECTION

RAILING POST

RAILING POST SLIP JOINT, TYP.

ROUTE

UPPER MERION TOWNSHIP

FLANGE COVER

FLANGE COVER

3'-0", TYP.

SECTION

3" FROM EDGE, TYP.

COUNTY

4"

SKATE DETERRENT 1/4" DIA. S.S. ROD

1/3

3/4"R +\- BLEND ENDS INTO RAILING

3" FROM EDGE, TYP.

6"

PLUMB

2/3

CONT. FILLET WELD, GROUND SMOOTH AND FINISHED TO MATCH RAILING

DISTRICT

12'-0"

SEGMENTAL CAP UNIT 3"

PROPOSED ASPHALT PATH 12'-6", TYP. 3"

12'-0"

3"

RAILING. REFER TO DETAIL 1/ SHEET 8 OF 46.

RAILING. REFER TO DETAIL 1/SHEET 8 OF 46

CONCRETE FOOTER BELOW

LAWN

CONCRETE FOOTER BELOW

CONCRETE FOOTER BELOW

LAWN

LAWN

EDGE OF PROPOSED ASPHALT PATH

LAWN

TOP OF WALL WITH BATTER BOTTOM OF WALL

EDGE OF PROPOSED ASPHALT PATH PROPOSED ASPHALT PATH 12'-6", TYP. PROPOSED ASPHALT PATH 12'-6", TYP.

SEGMENTAL BLOCK RETAINING WALL, TYP. FINISHED GRADE

12'-0"

12'-0"

DETAILS REFER TO DETAIL 4/SHEET 8 OF 46 FOR RAILING FOOTER AND EMBEDMENT

REFER TO DETAIL 5/SHEET 8 OF 46 FOR RAILING FOOTER AND EMBEDMENT

REFER TO DETAIL 4/ SHEET 8 OF 46 FOR RAILING FOOTER AND EMBEDMENT 2

PEDESTRIAN RAILING AT PATH, TYP. 3/4" = 1'-0" ITEM NO. 9000-0544 PEDESTRIAN RAILING WITH SKATE DETERRENT, SLEEVED CONCRETE FOOTING

3

PEDESTRIAN RAILING AT PATH & WALL, TYP. 3/4" = 1'-0" ITEM NO. 9000-0544 PEDESTRIAN RAILING WITH SKATE DETERRENT, SLEEVED CONCRETE FOOTING 9000-0545 PEDESTRIAN RAILING WITH SKATE DETERRENT, SLEEVED CONTINOUS CONCRETE FOOTING

BY


DISTRICT

COUNTY

ROUTE

SECTION

SHEET

6-0

MONTGOMERY

0000

MTF

9 OF 46

UPPER MERION TOWNSHIP REVISION NUMBER

REVISIONS

DATE

BY

ALIGN WITH FACE OF CURB TRASH RECEPTACLE AT PLAZA, TYP. REFER TO DETAIL 2/SHEET 6 OF 46.

6'-8 1/2"

ALIGN WITH FACE OF CURB CEMENT CONCRETE SIDEWALK, 8” DEPTH. ITEM NO. 4676-0001 PLAIN CEMENT CONCRETE CURB. ITEM NO. 0630-0001

CEMENT CONCRETE SIDEWALK. ITEM NO. 0676-0001 EXPANSION JOINT, TYP. EXISTING CURB EXISTING ROADWAY

EXISTING ROADWAY

5 SECTIONS @ 5'-0" PLAN 1

6"

6'-0"

6"

EXISTING CONCRETE CURB

SIDE

PLAIN CEMENT CONCRETE CURB. ITEM NO. 0630-0001 HEIGHT VARIES, REFER TO GRADING PLAN

CEMENT CONCRETE SIDEWALK, 8” DEPTH. ITEM NO. 4676-0001

1'-6"

CEMENT CONCRETE SIDEWALK. ITEM NO. 0676-0001

CONTROL JOINT, TYP.

EXPANSION JOINT, TYP.

8" 8"

6'-0"

EXPANSION JOINT, TYP.

4"

EXISTING UTILITY POLE

PLAZA FROM STA. 106+35.12 TO 106+61.12 1/2" = 1'-0"

EXPANSION JOINT, TYP.

ASPHALT PAVING

EQ.

CONTROL JOINT, TYP.

EQ.

EQ. EQ.

10'-6" MIN.

ALIGN

EQ.

ORNAMENTAL LIGHT. REFER TO HIGHWAY LIGHTING PLANS.

TRASH RECEPTACLE AT PLAZA, TYP. REFER TO DETAIL 2/SHEET 6 OF 46. CEMENT CONCRETE SIDEWALK, 8” DEPTH. ITEM NO. 4676- 0001

UB

DETAILS EXISTING CONCRETE CURB PLAN

2

PLAZA FROM STA. 118+19.17 TO 118+44.74 1/2" = 1'-0"

4 SECTIONS AT 6'-6"

EXISTING ROADWAY


DISTRICT

COUNTY

ROUTE

SECTION

SHEET

6-0

MONTGOMERY

0000

MTF

10 OF 46

UPPER MERION TOWNSHIP REVISION NUMBER

4 SECTIONS AT 6'-6"

REVISIONS

DATE

EXISTING CONCRETE CURB

EQ.

TRASH RECEPTACLE AT PLAZA, TYP. REFER TO DETAIL 2/SHEET 6 OF 46.

3 EQ. SECTIONS

EQ.

CEMENT CONCRETE SIDEWALK, 8” DEPTH. ITEM NO. 4676- 0001

ALIGN

CONTROL JOINT, TYP.

ASPHALT PATH

EXPANSION JOINT, TYP. PLAN ORNAMENTAL LIGHT. REFER TO HIGHWAY LIGHTING PLANS. 1

PLAZA FROM STA. 118+29.75 TO 118+55.75 1/2" = 1'-0"

DETAILS

BY


EXPANSION JOINT, TYP.

DISTRICT

COUNTY

ROUTE

SECTION

SHEET

6-0

MONTGOMERY

0000

MTF

11 OF 46

UPPER MERION TOWNSHIP

CONTROL JOINT, TYP.

REVISION NUMBER

REVISIONS

DATE

2 EQ. SECTIONS

ASPHALT PAVING

8" MIN.

EQ.

°

TRASH RECEPTACLE AT PLAZA, TYP. REFER TO DETAIL 2/SHEET 6 OF 46. EXISTING CONCRETE CURB EXISTING ROADWAY

EXISTING ADA RAMP TO REMAIN

4 SECTIONS AT 6'-6"

PROVIDE NEW CONCRETE SIDEWALK TO EDGE OF EXISTING ADA RAMP AS NECESSARY 1

90

+\- 4'-0"

ALIGN

EQ.

CEMENT CONCRETE SIDEWALK, 8” DEPTH. ITEM NO. 4676- 0001 ORNAMENTAL LIGHT. REFER TO HIGHWAY LIGHTING PLANS.

PLAN

PLAZA FROM STA. 129+06.27 TO 129+32.27 1/2" = 1'-0"

CEMENT CONCRETE SIDEWALK, 8” DEPTH. ITEM NO. 4676- 0001

ALIGN

PLAN ASPHALT PAVING

2

PLAZA FROM STA. 129+82.04 TO 130+08.05 1/2" = 1'-0"

10'-6" MIN.

CONTROL JOINT, TYP.

EQ.

EQ.

EXPANSION JOINT, TYP.

EQ.

EQ.

EQ.

4 SECTIONS AT 6'-6"

DETAILS

BY


DISTRICT

COUNTY

ROUTE

SECTION

SHEET

6-0

MONTGOMERY

0000

MTF

12 OF 46

UPPER MERION TOWNSHIP REVISION NUMBER

REVISIONS

DATE

2'-0

"

3 AT EQ. SPACING

NOTE: REFER TO SHEET 45 OF 46 FOR FENCE POST LAYOUT

1'-0" 2'-0 "

ASPHALT PAVING

MAINTAIN MINIMUM 1’-0” BETWEEN EDGE OF FENCE AND EDGE OF PATH

END POST

FENCE POST

FENCE RAIL

1'-0"

TRASH RECEPTACLE. REFER TO DETAIL 3/SHEET 6 OF 46.

3'-0"

LANDSCAPE BOULDER. REFER TO DETAIL 4/SHEET 6 OF 46.

ASPHALT PATH PLAN

LANDSCAPE BOULDER LAYOUT, TYP. 1 1/2" = 1'-0" ITEM NO. 9000-0557 LANDSCAPE BOULDER

POST

10'-0"

FENCE END POST

POST

FENCE POST

8"

FENCE RAIL

PLANT BED. REFER TO LANDSCAPE PLANS.

COMPACTED AGGREGATE (NO. 2A)

EQ .

3 1'4'-8 " TY P.

6"

"

1'-8

-3" ' 3 "

2'-6"

8"

" 3/4

EQ .

3'-5

10"

CONTROL JOINT, TYP.

1'-0"

EXPANSION JOINT, TYP.

ORNAMENTAL LIGHT. REFER TO HIGHWAY LIGHTING PLANS.

ASPHALT PAVING

3'-6"

1'-0"

TRASH RECEPTACLE. REFER TO DETAIL 2/ SHEET 6 OF 46.

8S

1'-0"

EC

TIO NS

" 1'-8

AT 4

" 1'-8

'-8"

ORNAMENTAL LIGHT. REFER TO HIGHWAY LIGHTING PLANS.

1'-3" DETAILS

3

PLAZA FROM STA. 125+20.95 TO 125+58.28 1/4" = 1'-0" ITEM NO. 0676-0001 CEMENT CONCRETE SIDEWALK 9000-0550 TRASH RECEPTACLE

2

SPLIT RAIL FENCE, TYP. 3/4" = 1'-0" ITEM NO. 9000-0556 SPLIT RAIL FENCE

BY


0 14 145

150

+ 153.04

+154.75

+ 152.04

15 + 153.23

154.14

152.02

TW151.92 48" TW 24" IN + TW152.42 +150.61 151.69 BR/BW149.42 + 150.86 + 151.93 TR/BW151.92 +149.83 0 15TW151.42 +147.01 TR/BW149.32 TW149.92

150

+ 149.11

+ 147.72

+ +

TC149.87 BC149.29 149.39

+143.71

+ TC144.59 BC144.09 + 144 .21

MONTGOMERY

0000

MTF

13 OF 46

5 14

+ 146.11

+ 141.07 + + TC140.96 BC140.31 +140.47

TR/BW144.12 143.06 + 143.07 +UB

++TC1 42.98 BC142.49 + 142.68

++TC142.2 5 BC141.86

139.75 TC 139.21 BC 138.93 TC V 138.40 BC +139.47 + 138 .76 + + + +143.39 139.62 BC138.91 142.3 TC139.43 + BR139.23 139.56 139.11

+144.65

LEGEND TW BW TR BR

138.42 TC 137.92 BC

139.71 + 141.5

+138.34 139.01 TC 138.45 BC 142.1 142.27 139.08+ ++TC1+138.26 38.96 + BC138.40 +140.08 TC139.02 139.34 + +BC138.39 139.30 +138.20 139 .43 139.83 139 .14 TC 138.53 + 138.50 BC TC139.14 BC138.54++ +138.53 ++TC139.09 +138.40 139.56 TC 139.11 TC BC138.48 +138.55 139.00 BC 138.55 BC +139.05

DATE

TOP OF WALL BOTTOM OF WALL TOP OF RAMP BOTOM OF RAMP

138.21 TC 137.65 BC

139.13 138.4 BR139.27

TR141.77 139.6

TW143.92 BR/BW141.87

121

REVISIONS

++ +139.28 BC139.41 TC139.89

+142.02 141.0

+145.76 +145.70 +144.38

+ 147.30

TRTW147.42 ANSFORMER

TW149.92 TR/BW146.72

FIRST AVENUE FIRST AVE

+148.37

TW147.92 +148.10 + 147.67 +146.58 BR/BW144.22 14 144

BR/BR146.82 +

+ + TC145.87 BC145.38 + 145.49

TC147.13 BC146.68 + 146.75

+149.31

+149.49

143.93 + + 144.68

6-0

CURB INLET GRATE ELEV 138.73

CONSTRUCTION AND SURVEY BASELINE FIRST AVENUE

122 PI

120

+ 146.29

+ +

TC148.51 BC1 + 148 48.00 .03

+ 146.81 + 147.46

5 .80 +143

SHEET

BC139.85

+ 145.32 147.22 + + 145.97 + +147 .22 146.74

+ 148.09

+150.09

.03 +

SECTION

UPPER MERION TOWNSHIP

++TC140.37 41.23 141.62 ++BC1 TC141.70 + 140 .63 ++BC141.7 3 141.02 141.52 TC142.12 +141.12 141.30 139.9 142.67+

+ 147.68

+ 149.49

+151.00

+ 152.86

+ 153.01

TC145.74 BC145.29 + +

+150.34 + 150.87

+ 151.33 + 151.33

+ 152.34

++TC145.46 BC145.14

144.79 145.05 143.97 143.87

+ 150.33

+150.78

+151.34

BC145.33 TC145.75 + +

+ 146.61 146.57 146.47

TC147.71 BC147.33 ++

BC150.66 + +

+ 151.49

TC146.91 BC146.49 + +

14 0

TC153.99 BC154.35 ++

ROUTE

REVISION NUMBER

2 13

152.01 152.15 151.77 151.67 TC150.99

COUNTY

140.1

0

154.43 154.23

149.17 149.12 149.07 148.64 TC147.25 ++ BC146.87 148.90

DISTRICT

137.57 +

1

T

T

KEY PLAN - 1020 & 1000 FIRST AVENUE 1" = 20'-0"

MATCH LINE

33'-0" 9 FACETED @ 3'-8"

TW 143.92

TW 144.42

TW 144.92

TW 145.42

TW 145.92

TW 146.42

TW 146.92

TW 147.42

3'-8" TYP.

TW 147.92

TW 148.42

TW 148.92

TW 149.42

TR SEGMENTAL BLOCK WALL BASE COURSE

144.12 BR 144.22

CONCRETE BASE- REFER TO DETAIL 2/SHEET 5 OF 46 95'-4"

MATCH LINE

TR 141.77 BR 141.87

13 ALIGNED @ 7'-4"

TW 149.92

TW 150.42

TW 150.92

TW 151.42

TW 151.92

TW 152.42

7'-4" TYP.

4'-8"

TR/BW 151.92

NOTES: 1. REFER TO DETAIL 2/SHEET 5 OF 46 FOR SEGMENTAL BLOCK RETAINING WALL SECTION. 2. REFER TO LAYOUT PLANSSEGMENTAL AND BLOCK WALL BASE COURSE DETAIL 3/SHEET 5 OF 46 FOR WALL LAYOUT. 2

TR 146.72 BR 146.82

SEGMENTAL BLOCK RETAINING WALL 'A' FLATTENED ELEVATION FROM STA. 120+60.08 TO STA. 121+92.83 1/4" = 1'-0"

FINISHED GRADE FINISHED GRADE BEYOND

TR 149.32 BR 149.42

152.02

ELEVATIONS

BY


DISTRICT

COUNTY

ROUTE

SECTION

SHEET

6-0

MONTGOMERY

0000

MTF

14 OF 46

0 13

135

UPPER MERION TOWNSHIP REVISION NUMBER

134.75 TC 134.26 BC

139.28 BC139.41 TC139.89 138.77 TC 138.22 BC

139.75 TC 139.0 139.21 BC 138.93 TC 138.40 BC 138.76 BC138.91

BR139.23 139.11

137.89 TC 137.39 BC

137.5

TC136.92 BW136.92

138.8

138.42 TC 137.92 BC

138.34

138.4

138.16 TC 137.58 BC

138.21 TC 137.59 137.65 BC 137.2

138.0

137.00 TC 136.55 BC

135

123

T

1

T

130.2

133.7

134.9

138.33

138.35

128.1

131.9

TOP OF WALL BOTTOM OF WALL TOP OF RAMP BOTOM OF RAMP

130.4

134.2 135.8

134.82

134.66 TC 134.33 BC

134.2

133.1

133.71

132.74

133.63 TC 133.25 BC

132.62 TC 132.29 BC

TC134.66

133.0

131.5

TJ B

130.51 130.39 130.47 130.16

129.6

130.10 TC 129.77 BC

CONSTRUCTION AND SURVEY 130.2 BASELINE FIRST AVENUE 0

.24 TC TW138.00 134.70 BC BR/BW134.76 TW138.00 135.9 TR/BW134.86

132.1 BW134.20 134.00 BW133.40

LEGEND TW BW TR BR

13

U

135.8

137.4

136.53 138.34 136U.31 135.76 JB 135.47 135.87 TC 135.00 135.34 BC

129.99 TC 129.60 BC

133.3

2 14

137.0

BR139.27

138.36

136.68 TC 136.19 BC

136.9 136.9

E

136.57

DATE

131.94 131.74

133.16 TC 132.75 BC

135.06 TC 134.65 BC

REVISIONS

124

134.6 FIRST AVENUE

+133.51

+136.01

KEY PLAN - 1000 FIRST AVENUE 1" = 20'-0" 22'-0" 6 FACETED @ 3'-8" 3'-8" TYP.

14'-8"

18'-4"

2 FACETED @ 7'-4"

5 FACETED @ 3'-8"

7'-4" TYP.

3'-8" TYP. TW 138.00

TW 137.50

TW 137.00

TW 136.50

TW 136.00

TW 135.50

BW 136.92

BASE COURSE SUBBASE

BW 134.86 BW

FINISHED GRADE FINISHED GRADE BEYOND

BW 133.40

134.76 NOTES: 1. REFER TO DETAIL 2/SHEET 5 OF 46 FOR SEGMENTAL BLOCK RETAINING WALL SECTION. 2. REFER TO LAYOUT PLANS AND DETAIL 3/SHEET 5 OF 46 FOR WALL LAYOUT. 2

SEGMENTAL BLOCK RETAINING WALL 'B' FLATTENED ELEVATION FROM STA. 120+13.56 TO STA. 123+63.56 1/4" = 1'-0"

ELEVATIONS

BY


DISTRICT

COUNTY

ROUTE

SECTION

SHEET

6-0

MONTGOMERY

0000

MTF

15 OF 46

UPPER MERION TOWNSHIP

CONSTRUCTION AND SURVEY BASELINE FIRST AVENUE 116.7

113.63

U

128

FIRST AVE

114.1

FIRST AVENUE 117.99 +117.69 117.70 BC117.44 ++TC117.87

+116.92 BC116.86 ++TC117.3 1

+117.70 +117.49

TJB

118.63+ + +117.06 118.38

+116.32

TC116.66 ++ BC116.21

TC113.50 113.76 114.00

TC113.50 2 113.76 112. 9 114.00 11

+116.94 113.57

+115.30 ++ TC115.69 115.4 BC115.24

+117.64 +115.93

+117.49 +115.48

BC114.95 TC115.37 ++ +115.09

TC115.17 ++BC114.75 +114.92

115

113.6

113.74

TC/BC115.24

113.78 TC 113.19 BC 113.73 114.17

113.57 BC 113.85 114.56 TC 114.39 113.90 BC

115.13 TC 114.55 BC 115.67 TC 115.05 BC

117.4

120

115

119.7

116.0

119.9

115.6

115.13 TC 114.38 BC

115.4 115.79

115.7

CURB INLET GRATE ELEV 115.18

115.80

116.20

115.4

116.44 TC 115.81 BC

115.05 TC 114.35 BC

114.8

115.83 116.0

115.63 TC 115.02 BC

115.71

TOP OF WALL BOTTOM OF WALL TOP OF RAMP BOTOM OF RAMP

114.91 TC 114.03 BC

113.6

114.54 114.94

117.7

LEGEND TW BW TR BR

114.0

113.3

114.18 114.8

2 15

SIGN BASE

+115.56 ++TJ TC1B 15.98 115.96+ BC115.60

PARK AVE

+118.27 + 116.92 +117.12 +117.53 117.98

118.10

114.09 TC114.83 TC116.25 BW114.33

W V

113.55 TC 112.97 BC

+ 116.55

DATE

114.5

113.8 113.8

TC114.69 TC113.86 BC114.19 CURB INLET TW115.75 GRATE ELEV 112.54 TC114.60 BW114.10

REVISIONS

131

130

114.3

114.87 114.10 114.67 114.30

115.67 115.47

TC 114.15 C B 7 .7 3 11

113.7

U

113.6

129

114.7

113.85

113.52 TC 113.47 BC

PC

115.2

113.43 TC 113.11 BC

CURB INLET GRATE ELEV 112.18

REVISION NUMBER

115.84 TC 115.21 BC

TC/BC115.00

115

CURB INLET GRATE ELEV 114.49

114.5 124.3

120

115.1

120

KEY PLAN - 935 FIRST AVENUE 1" = 20'-0"

+\- 16'-6" PLAIN CEMENT CONCRETE CURB. ITEM NO. 4630-0010

MATCH LINE

TC/BC 115.24

4'-0" +\- 5'-8 3/4" TW 116.25 TC 114.83

14'-8" 2 ALIGNED @ 7'-4"

TW 117.25

7'-4" 2 FACETED @ 3'-8"

7'-4" TYP.

BW 114.33

29'-4" 4 ALIGNED @ 7'-4"

3'-8" TYP.

14'-8" 4 FACETED @ 3'-8"

7'-4" TYP.

MATCH LINE

1

3'-8" TYP.

BW 114.00 FINISHED GRADE

BASE COURSE

FINISHED GRADE BEYOND

SUBBASE

44'-0" 6 ALIGNED @ 7'-4" 7'-4" TYP. TW 117.25

BW 114.00

TW 116.75

TW 116.25

FINISHED GRADE FINISHED GRADE BEYOND

TW 115.75 10'-0"

TC 114.60 BW 114.10

PLAIN CEMENT CONCRETE CURB. ITEM NO. 4630-0010 TC 114.69 BC 114.19 ELEVATIONS

NOTES: 1. REFER TO DETAIL 1/SHEET 5 OF 46 FOR SEGMENTAL BLOCK RETAINING WALL SECTION. 2. REFER TO LAYOUT PLANS AND DETAIL 3/SHEET 5 OF 46 FOR WALL LAYOUT. 2

SEGMENTAL BLOCK RETAINING WALL 'C' FLATTENED ELEVATION FROM STA. 129+22.91 TO STA. 130+53.57 1/4" = 1'-0"

BY


113 113.30 TC 112.78 BC

112.7 112.93

112.36

112.89 TC 112.50 BC

113.6

112.12

114.1 114.0

113.39 113.93 TC 113.67 113.62 BC 113.72 TC 113.7 113.74 113.96 114.03 TC 114.18 BC 114.59 TC 114.28 BC 114.4 SEWER MANHOLE RIM ELEV 114.95

1114.1

114.4

4

114.19

114.58

113.67 TC 113.51 BC

114.29 TC 113.95 BC

2

TJ B

112.05

112.18

112.8

112.35 112.35

112.91 TC 112.74 BC 113.21 TC 112.99 BC

114.20

58

114.51 TC 114.16 BC

113.1

11

110.59

111.94

TJ B

T5

113.0

112.19 TC 111.93 BC 112.3

112.67 TC 112.30 BC

111.8

134

113.7

112.1

TR117.47 BR117.57

W W V V

114.48 TC 113.92 BC

E

113.45 BC

115

113.6

TJ B

TJ B

114.7

7

122.0

SHEET

6-0

MONTGOMERY

0000

MTF

16 OF 46

REVISIONS

DATE

LEGEND TW BW TR BR

T

111.28 TC 110.70 BC 111.1

111.7

TOP OF WALL BOTTOM OF WALL TOP OF RAMP BOTOM OF RAMP

113.03 TC 112.34 BC

TBCC 1553 . 3 . 11112 114.4114.47 TC 113.83 BC 113.5

120

TW120.57 BR/BW117.82 TW120.07 TR/BW117.72

125

120.45 120.44

6

11

121.42 121.46121.5

125

TW121.07 TR/BW120.32

118.5

120

119

121

120

122

120.8

122.14

122.79

110.9

T

62

2115.2

SECTION

00

2. BR11

5.1 TR11 7.07 1 1 TW 0 15.2 1 W B .22 5 1 1 BR

ROUTE

111.

112.40 BC 113.06 TC

113.8

COUNTY

UPPER MERION TOWNSHIP

CURB INLET GRATE ELEV 111.04

118.15

1

122.19

121.2

120

12

120

120.0

118

120

112.3

T

115

116.1

11

116.9

SEWER MANHOLE RIM ELEV 118.17

120.71 120.78

4

114.0

2

TJ B

115

114.9

114.3

11

16

114.60

113.18 113.4

113.95

114.21

114.39

113.83 TC 113.23 BC

112.38 112.7

DISTRICT

REVISION NUMBER

111.57

2

114.21 TC 113.62 BC

112.50 BC

3

114.3

111.95

11

113.4

113.9

135

11

CONSTRUCTION AND SURVEY 114.1 BASELINE FIRST AVENUE 114.02 TC

112.9 TR120.07 120.17 113.04 TC

110.7

111.3

111.80 TC 111.37 BC

78 113. 3 111.4 05 .37 14.111. 2 1 C 1 T 3 1 .7 7 1 9 BR11111.19 BC 114. 111.83 TCC TC BR 7111.25 B 111.44 C 8 . B TC 4 4 5 .7 .1 0 1 2 1 1 1 1 1 R C B 111. 78 8 T .5 111. 1 38 11 111.63

133

BC

125

127.6

1

KEY PLAN - 935 FIRST AVENUE 1" = 20'-0"

TW 117.07

TR 115.12

TW 117.57

TW 118.07

BR 115.22 BW 115.20

44'-0"

29'-4"

12 FACETED @ 3'-8"

4 ALIGNED @ 7'-4"

TW 119.07

TW 119.57

3'-8" TYP.

7'-4" TYP.

TW 120.57

TW 120.07

TW 121.07 BW/TR 120.32

TR 117.72

BR 117.82

FINISHED GRADE FINISHED GRADE BEYOND

SEGMENTAL BLOCK WALL BASE COURSE CONCRETE BASE- REFER TO DETAIL 2/SHEET 5 OF 46

NOTES: 1. REFER TO DETAIL 2/SHEET 5 OF 46 FOR SEGMENTAL BLOCK RETAINING WALL SECTION. 2. REFER TO LAYOUT PLANS AND DETAIL 3/SHEET 5 OF 46 FOR WALL LAYOUT. 2

SEGMENTAL BLOCK RETAINING WALL 'D' FLATTENED ELEVATION FROM STA. 133+68.21 TO STA. 134+38.44 1/4" = 1'-0"

ELEVATIONS

BY


145

150 + 152.04

15 + 153.23

+ 154.14

152.02

154.26

TW151.92 48" TWIN 24" + TW152.42 +150.61 151.69 BR/BW149.42 + 150.86 + 151.93 TR/BW151.92 +149.83 0 15TW151.42 + 147.01 TR/BW149.32 TW149.92

+ 153.01

150

+ 149.11

+ + TC149.87 BC149.29 + 149.39

TC148.51 BC1 + 148 48.00 .03

120

+ 145.32

+ 146.29

+ +

+ + TC145.87 BC145.38 + 145.49

TC147.13 BC146.68 + 146.75

+ 147.46 +149.31

.03

143.93 +

+ TC144.59 BC144.09 + 144 .21

5 14

+ 146.11

+ 141.07

TRTW147.42 ANSFORMER

+ + TC140.96 BC140.31 +140.47

+143.71

TR/BW144.12 143.06 + 143.07 +UB

++TC1 42.98 BC142.49 + 142.68

TW143.92 BR/BW141.87

121

+144.65

+145.76 +145.70 +144.38

+ 147.30

+143.80

TW149.92 TR/BW146.72

FIRST AVE

+148.37

TW147.92 +148.10 +147.67 +146.58 BR/BW144.22 14 144 5 +

+149.49

+ 144.68 BR/BR146.82 +

BR139.23 139.11 + 139.56

138.42 TC 137.92 BC

139.71 + 141.5

+138.34 139.01 TC 138.45 BC 142.1 142.27 139.08+ ++TC1+138.26 38.96 + BC138.40 +140.08 TC139.02 139.34 + +BC138.39 139.30 +138.20 139.83 139.43 139.14 TC 138.53+ TC139.14 138.50 BC BC138.54++ +138.53 ++TC139.09 +138.40 139.56 TC 139.11 TC BC138.48 +138.55 139.00 BC 138.55 BC +139.05

TR141.77 139.6

MTF

17 OF 46

CURB INLET GRATE ELEV 138.73

137.59

137.00 TC 136.55 BC

136.9

137.0

U

PI

123

T 137.08 +

T TC136.37 BC136.11 +

SLIP JOINT AT PEDESTRIAN RAILING AT LANDING, TYP. 28'-0" 7 EQ. SEGMENTS

25'-7 1/2"

4'-0"

7 EQ. SEGMENTS 4'-4 3/4"

3'-8"

3'-0"1'-0"

TYP.

4'-5 3/4" TYP.

TOP OF WALL BOTTOM OF WALL TOP OF RAMP BOTOM OF RAMP

TW138.00 BR/BW134.76 TW138.00 TR/BW134.86

SLIP JOINT AT PEDESTRIAN RAILING AT LANDING, TYP.

3'-8 1/2" 3'-9"

DATE

136.9

137.57 +

SLIP JOINT AT PEDESTRIAN RAILING AT LANDING, TYP.

REVISIONS

137.2

KEY PLAN - 1000 FIRST AVENUE 1" = 20'-0"

5 EQ. SEGMENTS

0000

LEGEND TW BW TR BR

138.16 TC 137.58 BC

138.4

138.21 TC 137.65 BC

139.13 138.4 BR139.27

137.43 +

22'-4 3/4"

MONTGOMERY

++ +139.28 BC139.41 TC139.89

122

CONSTRUCTION AND SURVEY BASELINE FIRST AVENUE

1

6-0 REVISION NUMBER

138.77 TC 138.22 BC 139.75 TC 139.0 +142.02 141.0 138.93 TC V139.21 BC 138 ++TC142.2 .40 BC 5 +139.47 BC141.86 + 138 .76 + + + +143.39 138.8 139.62 BC138.91 142.3 TC139.43

147.22 + + 145.97 + +147 .22 146.74 + 146.81

+150.09

+ 147.72

+ +

142.67+

+ 148.09

+ 149.49

+151.00

+ 152.86

BC141.23 141.62 ++TC1 41.70 ++BC141.73 141.02 141.52 TC142.12 +141.12 141.30 139.9

+ 147.68

+ 150.34 +150.87

+ 151.33 + 151.33

+ 152.34

SHEET

3'-0"

TYP.

1'-0" 3'-0"

MATCH LINE

+154.75

SECTION

30'-0"

155.95

+ 153.04

TC145.74 BC1 45.29 ++

BC139.85 ++TC140.37 140.63+

+ 150.33

+150.78

+151.34

ROUTE

30'-0"

+ 151.49

+ 146.61 146.57 146.47

TC147.71 BC147.33 ++

BC150.66 + +

++TC145.46 BC145.14

144.79 145.05 143.97 143.87

14 0

TC153.99 BC154.35 ++

BC145.33 TC145.75 + +

2 17

152.01 152.15 151.77 151.67 TC150.99

COUNTY

UPPER MERION TOWNSHIP TC146.91 BC146.49 + +

0

154.43 154.23

149.17 149.12 149.07 148.64 TC147.25 ++ BC146.87 148.90

140.1

DISTRICT

3'-0"

2'-8" TR 146.72

TR 141.77 BR 141.87 MATCH LINE

BR 139.27 139.13

TR 144.12 BR 144.22

3'-0"

32'-0"

SLIP JOINT AT PEDESTRIAN RAILING AT LANDING, TYP. 32'-0" 4'-0"

3'-0"

8 EQ. SEGMENTS

4'-0"

8 EQ. SEGMENTS

TYP.

TYP. TR/BW 151.92 BR 146.82

NOTES: 1. REFER TO SHEET 8 OF 46 FOR PEDESTRIAN RAILING. 2. REFER TO DETAIL 2/SHEET 13 OF 46 FOR WALL ELEVATION. 3. PEDESTRIAN HANDRAIL POSTS TO ALIGN WITH PEDESTRIAN HANDRAIL POSTS ACROSS PATH. 2

PEDESTRIAN RAILING FROM STA. 120+58.90 TO STA. 122+26.70 1/4" = 1'-0"

TR 149.32 BR 149.42

152.02

ELEVATIONS

BY


145

150 + 152.04

15 + 153.23

+ 154.14

152.02

154.26

TW151.92 48" TWIN 24" + TW152.42 +150.61 151.69 BR/BW149.42 + 150.86 + 151.93 TR/BW151.92 +149.83 0 15TW151.42 + 147.01 TR/BW149.32 TW149.92

+ 153.01

150

+ 149.11

+150.09

+ + TC149.87 BC149.29 + 149.39

120

+ 147.72

+ +

+ 146.29

+ +

TC148.51 BC1 + 148 48.00 .03

+149.31

+148.37

TW147.92 +148.10 +147.67 +146.58 BR/BW144.22 14 144 5 + .03

143.93 +

+ TC144.59 BC144.09 + 144 .21

+ 146.81

TRTW147.42 ANSFORMER

5 14

+ 146.11

+ + TC140.96 BC140.31 +140.47

TR/BW144.12 143.06 + 143.07 +UB

++TC1 42.98 BC142.49 + 142.68

TW143.92 BR/BW141.87

121

+144.65

+145.76 +145.70 +144.38

+ 141.07

+143.71

MONTGOMERY

0000

MTF

18 OF 46

BR139.23 139.11 + 139.56

138.42 TC 137.92 BC

139.71 + 141.5

+138.34 139.01 TC 138.45 BC 142.1 142.27 139.08+ ++TC1+138.26 38.96 + BC138.40 +140.08 TC139.02 139.34 + +BC138.39 139.30 +138.20 139.83 139.43 139.14 TC 138.53+ TC139.14 138.50 BC BC138.54++ +138.53 ++TC139.09 +138.40 139.56 TC 139.11 TC BC138.48 +138.55 139.00 BC 138.55 BC +139.05

TR141.77 139.6

CURB INLET GRATE ELEV 138.73

138.21 TC 137.65 BC

137.59

137.00 TC 136.55 BC

136.9

137.0

TW138.00 BR/BW134.76 TW138.00 TR/BW134.86

123

PI TYP.

TOP OF WALL BOTTOM OF WALL TOP OF RAMP BOTOM OF RAMP

136.9

T

T

137.08 +

KEY PLAN - 1020 & 1000 FIRST AVENUE 1" = 20'-0"

4'-0"

DATE

137.2

U

137.43 +

8 EQ. SEGMENTS

LEGEND TW BW TR BR

138.16 TC 137.58 BC

138.4

139.13 138.4 BR139.27

137.57 +

32'-0"

REVISIONS

++ +139.28 BC139.41 TC139.89

122

CONSTRUCTION AND SURVEY BASELINE FIRST AVENUE

1

6-0 REVISION NUMBER

138.77 TC 138.22 BC 139.75 TC 139.0 +142.02 141.0 138.93 TC V139.21 BC 138 ++TC142.2 .40 BC 5 +139.47 BC141.86 + 138 .76 + + + +143.39 138.8 139.62 BC138.91 142.3 TC139.43

147.22 + + 145.97 + +147 .22 146.74

+ 147.30

+143.80

TW149.92 TR/BW146.72

FIRST AVE

+ 145.32

+ 147.46

+149.49

+ 144.68 BR/BR146.82 +

+ + TC145.87 BC145.38 + 145.49

TC147.13 BC146.68 + 146.75

142.67+

+ 148.09

+ 149.49

+151.00

+ 152.86

BC141.23 141.62 ++TC1 41.70 ++BC141.73 141.02 141.52 TC142.12 +141.12 141.30 139.9

+ 147.68

+ 150.34 +150.87

+ 151.33 + 151.33

+ 152.34

SHEET

TC136.37 BC136.11 +

SLIP JOINT AT PEDESTRIAN RAILING AT LANDING, TYP.

SLIP JOINT AT PEDESTRIAN RAILING AT LANDING, TYP. 3'-0"

32'-0"

28'-0"

8 EQ. SEGMENTS

4'-0" TYP.

3'-0"

7 EQ. SEGMENTS

4'-0"

MATCH LINE

+154.75

SECTION

30'-0"

155.95

+ 153.04

TC145.74 BC1 45.29 ++

BC139.85 ++TC140.37 140.63+

+ 150.33

+150.78

+151.34

ROUTE

30'-0"

+ 151.49

+ 146.61 146.57 146.47

TC147.71 BC147.33 ++

BC150.66 + +

++TC145.46 BC145.14

144.79 145.05 143.97 143.87

14 0

TC153.99 BC154.35 ++

BC145.33 TC145.75 + +

2 18

152.01 152.15 151.77 151.67 TC150.99

COUNTY

UPPER MERION TOWNSHIP TC146.91 BC146.49 + +

0

154.43 154.23

149.17 149.12 149.07 148.64 TC147.25 ++ BC146.87 148.90

140.1

DISTRICT

TYP.

TR/BW 151.67 TR 149.07 BR 149.17

MATCH LINE

151.77

1'-2 1/2"

146.57

30'-8 3/4" 4'-4 3/4" TYP.

3'-2 1/2"

1'-0"

SLIP JOINT AT PEDESTRIAN RAILING AT LANDING, TYP.

7 EQ. SEGMENTS

7 1/2" 3'-0"

TR 143.87 BR 143.97

NOTES: 1. REFER TO SHEET 8 OF 46 FOR PEDESTRIAN RAILING. 2. PEDESTRIAN HANDRAIL POSTS TO ALIGN WITH PEDESTRIAN HANDRAIL POSTS ACROSS PATH. 2

TR 146.47

SLIP JOINT AT PEDESTRIAN RAILING AT LANDING, TYP.

3'-7 1/4" 3'-0"

BR

PEDESTRIAN RAILING FROM STA. 120+58.88 TO STA. 122+26.52 1/4" = 1'-0"

3'-9"

TR 141.52 BR 141.62

3'-9"

3'-1 1/4"

18'-8 1/2" 5 EQ. SEGMENTS

3'-9" TYP.

ELEVATIONS BR 139.23 139.11

BY


112.7 112.93

112.36

113.30 TC 112.78 BC

112.89 TC 112.50 BC

113.6

112.12

114.1 114.0

113.39 113.93 TC 113.67 113.62 BC 113.72 TC 113.7 113.74 113.96 114.03 TC 114.18 BC 114.59 TC 114.28 BC 114.4 SEWER MANHOLE RIM ELEV 114.95

114.4 114.58

113.67 TC 113.51 BC

114.29 TC 113.95 BC

TJ B

112.05

112.18

112.8

112.35 112.35

112.91 TC 112.74 BC 113.21 TC 112.99 BC

114.19

114.58 114.51 TC 114.16 BC

113.1

114.20

110.59

111.94

TJ B

T5

113.0

112.19 TC 111.93 BC 112.3

112.67 TC 112.30 BC

111.8

134

113.7

133 112.1

TR117.47 BR117.57

W W V V

CONSTRUCTION AND SURVEY 114.1 BASELINE FIRST AVENUE 114.02 TC

113.4

113.9

114.3

114.21 TC 113.62 BC

114.48 TC 113.92 BC

E

113.45 BC

114.39

113.83 TC 113.23 BC

113.18 113.4

115

TJ B

113.6

TJ B

114.7

115

114.9

114.3

121.2

122.14

122.79 122.19

125

TW121.07 TR/BW120.32

118.5 120.8

6-0

MONTGOMERY

0000

MTF

19 OF 46

REVISIONS

DATE

111.1

111.7

TOP OF WALL BOTTOM OF WALL TOP OF RAMP BOTOM OF RAMP

113.03 TC 112.34 BC

TBCC 1553 . 3 . 11112 114.4114.47 TC 113.83 BC 113.5

120

120.45 120.44

TW120.57 BR/BW117.82 TW120.07 TR/BW117.72

125

121.42 121.46121.5

120

122.0

2115.2

118.15

SHEET

LEGEND TW BW TR BR

T

111.28 TC 110.70 BC

62

5.1 TR11 7.07 1 1 TW 0 15.2 1 W B .22 5 1 1 BR

2 19

120

110.9

T

2. BR11

116.1

SECTION

00

112.40 BC 113.06 TC

T

ROUTE

111.

CURB INLET GRATE ELEV 111.04 113.8

120

120.0

114.0

COUNTY

UPPER MERION TOWNSHIP

111.57

112.3

DISTRICT

REVISION NUMBER

78 113. 3 111.4 05 .37 14.111. 2 1 C 1 T 3 1 .7 7 1 9 BR11111.19 BC 114. 111.83 TCC TC BR 7111.25 B 111.44 C 8 . B TC 4 4 5 .7 .1 0 1 2 1 1 1 1 1 R C B 111. 78 8 T .5 111. 1 38 11 111.63

3 19

116.9

SEWER MANHOLE RIM ELEV 118.17

120.71 120.78

135

112.38 112.7 TJ B

110.7

111.3

111.80 TC 111.37 BC

111.95

112.50 BC

113.95

114.21

114.60

112.9 TR120.07 120.17 113.04 TC

BC

1

125

127.6

KEY PLAN - 935 FIRST AVENUE 1" = 20'-0"

27'-5 1/8" 4'-6 7/8"

6 EQ. SEGMENTS

28'-1 5/8"

1'-0"

TYP.

3'-6 7/8"

3'-0" 4'-0 1/4"

1'-0"

7 EQ. SEGMENTS 1'-0"

TYP.

3'-0 1/4"

28'-11 3/8"

1'-0"

3'-0"

3'-7 1/2" 4'-9 7/8"

6 EQ. SEGMENTS

TYP.

4'-7 1/2"

SLIP JOINT AT PEDESTRIAN RAILING AT LANDING, TYP.

1'-0" SLIP JOINT AT PEDESTRIAN RAILING AT LANDING, TYP.

NOTES: 1. REFER TO SHEET 8 FOR PEDESTRIAN RAILING. 2. PEDESTRIAN HANDRAIL POSTS TO ALIGN WITH PEDESTRIAN HANDRAIL POSTS ACROSS PATH. 2

PEDESTRIAN RAILING FROM STA. 133+71.96 TO STA. 134+66.19 1/4" = 1'-0" 27'-5 1/8" 28'-11" 1'-0"

1'-0"

1'-0"

6 EQ. SEGMENTS

4'-9 7/8" 3'-7 3/8" 28'-1 5/8" 7 EQ. SEGMENTS

3'-0 1/4" 4'-0 1/4"

1'-0" 4'-0"

3'-6 7/8"

4'-6 7/8" TYP. 1'-0"

TYP. 3'-0"

6 EQ. SEGMENTS

3'-9 7/8"

TYP.

1'-0"

SLIP JOINT AT PEDESTRIAN RAILING AT LANDING, TYP. SLIP JOINT AT PEDESTRIAN RAILING AT LANDING, TYP.

NOTES: 1. REFER TO SHEET 8 OF 46 FOR PEDESTRIAN RAILING. 2. REFER TO DETAIL 2/SHEET 16 OF 46 FOR WALL ELEVATION. 3. PEDESTRIAN HANDRAIL POSTS TO ALIGN WITH PEDESTRIAN HANDRAIL POSTS ACROSS PATH. 3

PEDESTRIAN RAILING FROM STA. 133+72.12 TO STA. 134+67.76 1/4" = 1'-0"

ELEVATIONS

BY


DISTRICT

COUNTY

ROUTE

SECTION

SHEET

6-0

MONTGOMERY

0000

MTF

20 OF 46

UPPER MERION TOWNSHIP REVISION NUMBER

E FIRST AV

REVISIONS

DATE

133

132

131

S

114.69 BR114.53 114.42

CONSTRUCTION AND SURVEY BASELINE FIRST AVENUE

BR119.70 TR119.60

BR117.10 TR117.00

LEGEND TW BW TR BR

E

115

TC/BC115.24

TOP OF WALL BOTTOM OF WALL TOP OF RAMP BOTOM OF RAMP

115

114.62 BR114.71 114.89 11TC/BC115.00 5

3 20

2 20

S

120

118.63 118.81

121.42 121.46

120

120.45 120.44

1

KEY PLAN - 935 FIRST AVENUE 1" = 20'-0" 12'-11 1/2"

55'-8 5/8" 32'-0" 1'-5 3/4"

7 EQ. SEGMENTS

19'-2 7/8" 4 EQ. SEGMENTS

4'-9 1/4" 4'-11 7/8"3'-2 1/2"

TYP.

4'-9 3/4" 3'-0" TYP.

1'-0" TR 119.60

1'-0"

TR 117.00

BR 114.43

119.70

BR 117.10 SLIP JOINT AT PEDESTRIAN RAILING AT LANDING, TYP.

114.34 NOTES: 1. REFER TO SHEET 8 OF 46 FOR PEDESTRIAN RAILING 2. PEDESTRIAN HANDRAIL POSTS TO ALIGN WITH PEDESTRIAN HANDRAIL POSTS ACROSS PATH. 2

4'-6 7/8"

PEDESTRIAN RAILING FROM STA. 131+51.50 TO STA. 132+09.25 1/4" = 1'-0" 55'-8 5/8" 32'-0" 4'-6 7/8"

19'-2 7/8"

7 EQ. SEGMENTS

TYP.

3'-0" 4'-9 3/4"

1'-0"

TR 119.88

TYP.

4 EQ. SEGMENTS 2'-8" 4'-1 3/4" 4'-1 3/4"

ELEVATIONS

119.78 TR 117.28 SLIP JOINT AT PEDESTRIAN RAILING AT LANDING, TYP.

NOTES: 1. REFER TO SHEET 8 OF 46 FOR PEDESTRIAN RAILING. 2. PEDESTRIAN HANDRAIL POSTS TO ALIGN WITH PEDESTRIAN HANDRAIL POSTS ACROSS PATH. 3

1'-5 3/4"

PEDESTRIAN RAILING FROM STA. 131+49.89 TO STA. 132+06.52 1/4" = 1'-0"

117.18 TR 114.71

114.62

BY


W EA L ON T

M

M

H

F

C

O

O

REGISTERED

PROFESSIONAL

BRIAN JAY FINKELSTEIN

P

A

ENGINEER

E

I

PE074878

N

N N

S Y LV

A


DISTRICT

COUNTY

ROUTE

SECTION

6-0

MONTGOMERY

0000

MTF

SHEET

26 OF 46

UPPER MERION TOWNSHIP REVISION NUMBER

REVISIONS

DATE

BY

EXISTING UTILITY POLE TO REMAIN BUS SHELTER-SALVAGE & RETURN TO OWNER WOODEN STEPS AND DECK TO BE REMOVED

EXISTING PROPERTY OWNER SIGN AND PLANTING TO REMAIN AND BE PROTECTED.

REFER TO SIGNING AND PAVEMENT MARKING PLAN. UTILITY POLE STUB TO BE REMOVED

EXISTING PLANTING TO REMAIN AND BE PROTECTED. 14 5

LEGAL RIGHT-OF-WAY LINE FOR TOWNSHIP ROAD

EXISTING PROPERTY OWNER SIGN & BOLLARDS TO REMAIN AND BE PROTECTED

REFER TO SIGNING AND PAVEMENT MARKING PLAN.

13 0

REQUIRED BIKEWAY EASEMENT TEMPORARY CONSTRUCTION EASEMENT

EXISTING BOULDERS TO REMAIN AND BE PROTECTED

135

150

140

13

PL

PL

EU

0

EJ B

130

139

EU

133

EU

132 134

134

13

5

135

140

139 U JB

140

EJ B

U EU

EU

30

106 N87°12'59"E

W

W

W

W

W

W

W

W

W

W

109

EU

135

108

107

EU

105

W

5

W

FIRST AVE W

W

W

W

W

W

W

W

110

W

W

W

W

W

W

W

W

W

111 W

W

W

W

W

W

W

0 W

N87°12'59"E

W

G

EU FOU

EU FOU

EUFOU

EU FOU

EU FOU

EU

FOU

EU

FOU

EU

FOU

EU

U

FOU

FOU EU

FOU

FOU EU

EU

FOU EU

FOU EU

EU

FOU EU

FOU EU

FOU EU

FOU EU

FOU EU

EU

EU

5

13

EUEU

145

W

G

G

FOU EU

FOU EU

EU

145

LEGAL RIGHT-OF-WAY PROPERTY LINE FIRST AVENUE ROAD DIET IMPROVEMENTS. ECMS NO. 102480 TEMPORARY PROTECTIVE FENCE (ITEM NO. 0811-0003) SELECTIVE TREE REMOVAL (ITEM NO. 0810-0052) PLANT PROTECTION ZONE (ITEM NO. 9000-0320) CONCRETE SIDEWALK TO BE REMOVED, (ITEM NO. 0203-0001 CLASS 1 EXCAVATION) ASPHALT PAVING TO BE REMOVED, (ITEM NO. 0203-0001 CLASS 1 EXCAVATION)

0 15

140

EU

LEGEND

LEGAL RIGHT-OF-WAY LINE FOR TOWNSHIP ROAD

15 5

EU

START WORK STA 105+ 20.00 FIRST AVENUE

CONSTRUCTION AND SURVEY BASELINE FIRST AVENUE

150

5

13

0

W

W

150

14

PLANTING TO BE REMOVED, (ITEM NO. 0201-0001)

W

155 145

140

PL

112

EU

EU

EU FOU

LIMIT OF WORK STA 104+ 50.00 FIRST AVENUE UPPER MERION TOWNSHIP MONTGOMERY COUNTY

W

G

EU

30

EU

FO

SEE SHEET

15

14

SEE SHEET 27

135

137

135

EU

EU

EU

EU

EU

141

150

DEMOLITION NOTES: 1. PROTECT ALL EXISTING MATERIALS AND FURNISHINGS TO REMAIN UNLESS OTHERWISE NOTED. DOCUMENT THE CONDITION OF ALL EXISTING FEATURES TO REMAIN PRIOR TO THE START OF DEMOLITION OR CONSTRUCTION. REPAIR OR REPLACE ANY FEATURES DAMAGED OR DESTROYED TO THE SATISFACTION OF THE OWNER AT THE CONTRACTOR'S SOLE EXPENSE. 2. INSTALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE CLEARING OR DEMOLITION ACTIVITIES.  SEE EROSION AND SEDIMENT CONTROL PLANS. 3. DO NOT REMOVE TREES, SHRUBS, OR OTHER VEGETATION INDICATED TO REMAIN OR TO BE RELOCATED. 4. PROVIDE PROTECTION AND MAINTAIN ALL EXISTING UTILITIES.  IMMEDIATELY REPAIR ANY UTILITY LINE INTERRUPTION AT NO ADDITIONAL CONTRACT COST.  PROVIDE ADEQUATE PROTECTION AND SUPPORT FOR ALL UTILITIES EXPOSED DURING THE WORK TO INSURE AGAINST DAMAGE AT NO ADDITIONAL CONTRACT COST. 5. STAGING AREAS SHALL BE APPROVED BY OWNER.  DO NOT STAGE MATERIALS IN AREAS OTHER THAN THOSE THAT ARE PREVIOUSLY DESIGNATED BY THE OWNER.  6.  ALL EXCAVATIONS, TRENCHING AND SHORING OPERATIONS SHALL COMPLY WITH THE REQUIREMENTS OF U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY AND HEALTH (OSHA) PUBLICATIONS, CURRENT EDITION. 7. REMOVE ALL PAVEMENT COURSES TO BE DEMOLISHED TO THE SUBGRADE, INCLUDING BITUMINOUS, PORTLAND CEMENT, AND STONE BASE COURSE. 8.  BACKFILL AND COMPACT ANY SUBSURFACE VOIDS ENCOUNTERED WITH SATISFACTORY SOIL MATERIAL TO SUBGRADE ELEVATION. 9. DISPOSE OF OR RECYCLE ALL DEMOLITION MATERIALS IN A PERMITTED, REGULATED FACILITY IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS.

10. MAINTAIN FIRE DEPARTMENT ACCESS TO ALL FIRE DEPARTMENT CONNECTIONS AND HYDRANTS AT ALL TIMES. 11. RECEIVE WRITTEN APPROVAL PRIOR TO REMOVAL OF PROPERTY OWNER SIGNS. CONTACT CHRIS BASLER AT 484-681-9452 EXT. 106 OR 617-755-6790 FOR REMOVAL, RELOCATION, AND RETURN OF PROPERTY OWNER SIGNS. SALVAGE AND PROTECT SIGNS FOR FUTURE INSTALLATION AS NOTED. 12 REFER TO SIGNAGE AND PAVEMENT MARKING PLANS FOR PAVEMENT MARKING REMOVAL AND REMOVAL AND RELOCATION OF EXISTING TRAFFIC SIGNS. 13. THE EXTENT, EXACT LOCATION AND DEPTH OF UNDERGROUND UTILITIES HAS NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVES.  ALL CONTRACTORS SHALL COMPLY WITH THE REQUIREMENTS OF PENNSYLVANIA ACT 287 AND ALL AMENDMENTS. TREE PROTECTION NOTES 1. REFER TO ITEM 0811-0003 FOR TEMPORARY PROTECTIVE FENCE INFORMATION. 2. A CERTIFIED ARBORIST SHALL BE RETAINED THROUGHOUT THE DURATION OF ALL CONSTRUCTION ACTIVITY. CONTRACTORS MUST COORDINATE ALL CONSTRUCTION ACTIVITY AFFECTING EXISTING TREES AND PLANTINGS INDICATED TO REMAIN WITH THE ARBORIST. ALL CONTRACTORS SHALL COMPLY WITH THE PROTECTION REQUIREMENTS SET FORTH BY THE CERTIFIED ARBORIST. 3. EXERCISE EXTREME CAUTION IN REMOVING PAVEMENT WITHIN TREE PROTECTION ZONE OF EXISTING TREES TO REMAIN. 4. EXERCISE EXTREME CAUTION WHEN REMOVING TREES, ADJACENT TO EXISTING TREES TO REMAIN. USE HAND METHODS IN CANOPIES AND ROOT ZONES OF EXISTING TREES. 5. TRENCHING OR EXCAVATION WITHIN THE TEMPORARY PROTECTION FENCE SHALL BE COMPLETED WITH EXTREME CARE AND UNDER THE SUPERVISION OF A CERTIFIED ARBORIST. USE HAND TOOLS ONLY. NOTIFY OWNER PRIOR TO COMMENCEMENT OF WORK WITHIN TREE PROTECTION ZONE.

6. AVOID DAMAGING EXISTING TREES. DAMAGE INCLUDES BUT IS NOT LIMITED TO: CUTTING, BREAKING, SKINNING OR COMPACTING OF ROOTS, SKINNING AND BRUISING OF BARK AND BREAKING OF BRANCHES AND LIMBS. 7. CONTRACTOR SHALL NOT PARK OR STORE EQUIPMENT AND SUPPLIES WITHIN THE TEMPORARY PROTECTION FENCING. 8. BRING UNFORESEEN SITE CONDITIONS, SUCH AS STRUCTURAL ROOTS, THAT WILL IMPACT NEW CONSTRUCTION TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. DO NOT PROCEED WITH WORK WITHOUT AUTHORIZATION. 9.DO NOT ATTACH SIGNS TO OR AROUND TREES OR PLANTS TO REMAIN UNLESS OTHERWISE INDICATED. 10. CERTIFIED ARBORIST MAY REQUIRE CROWN PRUNING TO COMPENSATE FOR ROOT LOSS CAUSED BY DAMAGING OR CUTTING OF THE ROOT SYSTEM. PROVIDE SUBSEQUENT MAINTENANCE DURING CONTRACT PERIOD AS RECOMMENDED BY ARBORIST.

PROTECTION AND DEMOLITION PLAN

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REFER TO SIGNAL PLANS

BUS SHELTER-SALVAGE & RETURN TO OWNER

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UTILITY POLE GUYWIRES TO BE RESET OUTSIDE OF PROPOSED PATH (MIN. 2FT FROM PATH)

RIP RAP TO BE REMOVED

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PLANT PROTECTION ZONE (ITEM NO. 9000-0320) CONCRETE SIDEWALK TO BE REMOVED, (ITEM NO. 0203-0001 CLASS 1 EXCAVATION) ASPHALT PAVING TO BE REMOVED, (ITEM NO. 0203-0001 CLASS 1 EXCAVATION) PLANTING TO BE REMOVED, (ITEM NO. 0201-0001)

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SELECTIVE TREE REMOVAL (ITEM NO. 0810-0052)

TREE PROTECTION NOTES 1. REFER TO ITEM 0811-0003 FOR TEMPORARY PROTECTIVE FENCE INFORMATION. 2. A CERTIFIED ARBORIST SHALL BE RETAINED THROUGHOUT THE DURATION OF ALL CONSTRUCTION ACTIVITY. CONTRACTORS MUST COORDINATE ALL CONSTRUCTION ACTIVITY AFFECTING EXISTING TREES AND PLANTINGS INDICATED TO REMAIN WITH THE ARBORIST. ALL CONTRACTORS SHALL COMPLY WITH THE PROTECTION REQUIREMENTS SET FORTH BY THE CERTIFIED ARBORIST. 3. EXERCISE EXTREME CAUTION IN REMOVING PAVEMENT WITHIN TREE PROTECTION ZONE OF EXISTING TREES TO REMAIN. 4. EXERCISE EXTREME CAUTION WHEN REMOVING TREES, ADJACENT TO EXISTING TREES TO REMAIN. USE HAND METHODS IN CANOPIES AND ROOT ZONES OF EXISTING TREES. 5. TRENCHING OR EXCAVATION WITHIN THE TEMPORARY PROTECTION FENCE SHALL BE COMPLETED WITH EXTREME CARE AND UNDER THE SUPERVISION OF A CERTIFIED ARBORIST. USE HAND TOOLS ONLY. NOTIFY OWNER PRIOR TO COMMENCEMENT OF WORK WITHIN TREE PROTECTION ZONE. W

TEMPORARY PROTECTIVE FENCE (ITEM NO. 0811-0003)

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FIRST AVENUE ROAD DIET IMPROVEMENTS. ECMS NO. 102480

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PROPERTY LINE

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PL

10. MAINTAIN FIRE DEPARTMENT ACCESS TO ALL FIRE DEPARTMENT CONNECTIONS AND HYDRANTS AT ALL TIMES. 11. RECEIVE WRITTEN APPROVAL PRIOR TO REMOVAL OF PROPERTY OWNER SIGNS. CONTACT CHRIS BASLER AT 484-681-9452 EXT. 106 OR 617-755-6790 FOR REMOVAL, RELOCATION, AND RETURN OF PROPERTY OWNER SIGNS. SALVAGE AND PROTECT SIGNS FOR FUTURE INSTALLATION AS NOTED. 12 REFER TO SIGNAGE AND PAVEMENT MARKING PLANS FOR PAVEMENT MARKING REMOVAL AND REMOVAL AND RELOCATION OF EXISTING TRAFFIC SIGNS. 13. THE EXTENT, EXACT LOCATION AND DEPTH OF UNDERGROUND UTILITIES HAS NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVES.  ALL CONTRACTORS SHALL COMPLY WITH THE REQUIREMENTS OF PENNSYLVANIA ACT 287 AND ALL AMENDMENTS.

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LEGAL RIGHT-OF-WAY

DEMOLITION NOTES: 1. PROTECT ALL EXISTING MATERIALS AND FURNISHINGS TO REMAIN UNLESS OTHERWISE NOTED. DOCUMENT THE CONDITION OF ALL EXISTING FEATURES TO REMAIN PRIOR TO THE START OF DEMOLITION OR CONSTRUCTION. REPAIR OR REPLACE ANY FEATURES DAMAGED OR DESTROYED TO THE SATISFACTION OF THE OWNER AT THE CONTRACTOR'S SOLE EXPENSE. 2. INSTALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE CLEARING OR DEMOLITION ACTIVITIES.  SEE EROSION AND SEDIMENT CONTROL PLANS. 3. DO NOT REMOVE TREES, SHRUBS, OR OTHER VEGETATION INDICATED TO REMAIN OR TO BE RELOCATED. 4. PROVIDE PROTECTION AND MAINTAIN ALL EXISTING UTILITIES.  IMMEDIATELY REPAIR ANY UTILITY LINE INTERRUPTION AT NO ADDITIONAL CONTRACT COST.  PROVIDE ADEQUATE PROTECTION AND SUPPORT FOR ALL UTILITIES EXPOSED DURING THE WORK TO INSURE AGAINST DAMAGE AT NO ADDITIONAL CONTRACT COST. 5. STAGING AREAS SHALL BE APPROVED BY OWNER.  DO NOT STAGE MATERIALS IN AREAS OTHER THAN THOSE THAT ARE PREVIOUSLY DESIGNATED BY THE OWNER.  6.  ALL EXCAVATIONS, TRENCHING AND SHORING OPERATIONS SHALL COMPLY WITH THE REQUIREMENTS OF U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY AND HEALTH (OSHA) PUBLICATIONS, CURRENT EDITION. 7. REMOVE ALL PAVEMENT COURSES TO BE DEMOLISHED TO THE SUBGRADE, INCLUDING BITUMINOUS, PORTLAND CEMENT, AND STONE BASE COURSE. 8.  BACKFILL AND COMPACT ANY SUBSURFACE VOIDS ENCOUNTERED WITH SATISFACTORY SOIL MATERIAL TO SUBGRADE ELEVATION. 9. DISPOSE OF OR RECYCLE ALL DEMOLITION MATERIALS IN A PERMITTED, REGULATED FACILITY IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS.

6. AVOID DAMAGING EXISTING TREES. DAMAGE INCLUDES BUT IS NOT LIMITED TO: CUTTING, BREAKING, SKINNING OR COMPACTING OF ROOTS, SKINNING AND BRUISING OF BARK AND BREAKING OF BRANCHES AND LIMBS. 7. CONTRACTOR SHALL NOT PARK OR STORE EQUIPMENT AND SUPPLIES WITHIN THE TEMPORARY PROTECTION FENCING. 8. BRING UNFORESEEN SITE CONDITIONS, SUCH AS STRUCTURAL ROOTS, THAT WILL IMPACT NEW CONSTRUCTION TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. DO NOT PROCEED WITH WORK WITHOUT AUTHORIZATION. 9.DO NOT ATTACH SIGNS TO OR AROUND TREES OR PLANTS TO REMAIN UNLESS OTHERWISE INDICATED. 10. CERTIFIED ARBORIST MAY REQUIRE CROWN PRUNING TO COMPENSATE FOR ROOT LOSS CAUSED BY DAMAGING OR CUTTING OF THE ROOT SYSTEM. PROVIDE SUBSEQUENT MAINTENANCE DURING CONTRACT PERIOD AS RECOMMENDED BY ARBORIST.

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115

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120

120

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TEMPORARY CONSTRUCTION EASEMENT

G G

G

S

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PL

PROPERTY LINE

TEMPORARY PROTECTIVE FENCE (ITEM NO. 0811-0003)

S

SELECTIVE TREE REMOVAL (ITEM NO. 0810-0052)

S

FIRST AVENUE ROAD DIET IMPROVEMENTS. ECMS NO. 102480

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LEGAL RIGHT-OF-WAY

DEMOLITION NOTES: 1. PROTECT ALL EXISTING MATERIALS AND FURNISHINGS TO REMAIN UNLESS OTHERWISE NOTED. DOCUMENT THE CONDITION OF ALL EXISTING FEATURES TO REMAIN PRIOR TO THE START OF DEMOLITION OR CONSTRUCTION. REPAIR OR REPLACE ANY FEATURES DAMAGED OR DESTROYED TO THE SATISFACTION OF THE OWNER AT THE CONTRACTOR'S SOLE EXPENSE. 2. INSTALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE CLEARING OR DEMOLITION ACTIVITIES.  SEE EROSION AND SEDIMENT CONTROL PLANS. 3. DO NOT REMOVE TREES, SHRUBS, OR OTHER VEGETATION INDICATED TO REMAIN OR TO BE RELOCATED. 4. PROVIDE PROTECTION AND MAINTAIN ALL EXISTING UTILITIES.  IMMEDIATELY REPAIR ANY UTILITY LINE INTERRUPTION AT NO ADDITIONAL CONTRACT COST.  PROVIDE ADEQUATE PROTECTION AND SUPPORT FOR ALL UTILITIES EXPOSED DURING THE WORK TO INSURE AGAINST DAMAGE AT NO ADDITIONAL CONTRACT COST. 5. STAGING AREAS SHALL BE APPROVED BY OWNER.  DO NOT STAGE MATERIALS IN AREAS OTHER THAN THOSE THAT ARE PREVIOUSLY DESIGNATED BY THE OWNER.  6.  ALL EXCAVATIONS, TRENCHING AND SHORING OPERATIONS SHALL COMPLY WITH THE REQUIREMENTS OF U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY AND HEALTH (OSHA) PUBLICATIONS, CURRENT EDITION. 7. REMOVE ALL PAVEMENT COURSES TO BE DEMOLISHED TO THE SUBGRADE, INCLUDING BITUMINOUS, PORTLAND CEMENT, AND STONE BASE COURSE. 8.  BACKFILL AND COMPACT ANY SUBSURFACE VOIDS ENCOUNTERED WITH SATISFACTORY SOIL MATERIAL TO SUBGRADE ELEVATION. 9. DISPOSE OF OR RECYCLE ALL DEMOLITION MATERIALS IN A PERMITTED, REGULATED FACILITY IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS. S

PLANT PROTECTION ZONE (ITEM NO. 9000-0320)

S

PLANTING TO BE REMOVED, (ITEM NO. 0201-0001)

S

ASPHALT PAVING TO BE REMOVED, (ITEM NO. 0203-0001 CLASS 1 EXCAVATION)

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CONCRETE SIDEWALK TO BE REMOVED, (ITEM NO. 0203-0001 CLASS 1 EXCAVATION)

FOU S

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CONSTRUCTION AND SURVEY BASELINE FIRST AVENUE LEGAL RIGHT-OF-WAY LINE FOR TOWNSHIP ROAD

120

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120

125

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141

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136

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135

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105

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10. MAINTAIN FIRE DEPARTMENT ACCESS TO ALL FIRE DEPARTMENT CONNECTIONS AND HYDRANTS AT ALL TIMES. 11. RECEIVE WRITTEN APPROVAL PRIOR TO REMOVAL OF PROPERTY OWNER SIGNS. CONTACT CHRIS BASLER AT 484-681-9452 EXT. 106 OR 617-755-6790 FOR REMOVAL, RELOCATION, AND RETURN OF PROPERTY OWNER SIGNS. SALVAGE AND PROTECT SIGNS FOR FUTURE INSTALLATION AS NOTED. 12 REFER TO SIGNAGE AND PAVEMENT MARKING PLANS FOR PAVEMENT MARKING REMOVAL AND REMOVAL AND RELOCATION OF EXISTING TRAFFIC SIGNS. 13. THE EXTENT, EXACT LOCATION AND DEPTH OF UNDERGROUND UTILITIES HAS NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVES.  ALL CONTRACTORS SHALL COMPLY WITH THE REQUIREMENTS OF PENNSYLVANIA ACT 287 AND ALL AMENDMENTS.

S

TREE PROTECTION NOTES 1. REFER TO ITEM 0811-0003 FOR TEMPORARY PROTECTIVE FENCE INFORMATION. 2. A CERTIFIED ARBORIST SHALL BE RETAINED THROUGHOUT THE DURATION OF ALL CONSTRUCTION ACTIVITY. CONTRACTORS MUST COORDINATE ALL CONSTRUCTION ACTIVITY AFFECTING EXISTING TREES AND PLANTINGS INDICATED TO REMAIN WITH THE ARBORIST. ALL CONTRACTORS SHALL COMPLY WITH THE PROTECTION REQUIREMENTS SET FORTH BY THE CERTIFIED ARBORIST. 3. EXERCISE EXTREME CAUTION IN REMOVING PAVEMENT WITHIN TREE PROTECTION ZONE OF EXISTING TREES TO REMAIN. 4. EXERCISE EXTREME CAUTION WHEN REMOVING TREES, ADJACENT TO EXISTING TREES TO REMAIN. USE HAND METHODS IN CANOPIES AND ROOT ZONES OF EXISTING TREES. 5. TRENCHING OR EXCAVATION WITHIN THE TEMPORARY PROTECTION FENCE SHALL BE COMPLETED WITH EXTREME CARE AND UNDER THE SUPERVISION OF A CERTIFIED ARBORIST. USE HAND TOOLS ONLY. NOTIFY OWNER PRIOR TO COMMENCEMENT OF WORK WITHIN TREE PROTECTION ZONE.

IRST

6. AVOID DAMAGING EXISTING TREES. DAMAGE INCLUDES BUT IS NOT LIMITED TO: CUTTING, BREAKING, SKINNING OR COMPACTING OF ROOTS, SKINNING AND BRUISING OF BARK AND BREAKING OF BRANCHES AND LIMBS. 7. CONTRACTOR SHALL NOT PARK OR STORE EQUIPMENT AND SUPPLIES WITHIN THE TEMPORARY PROTECTION FENCING. 8. BRING UNFORESEEN SITE CONDITIONS, SUCH AS STRUCTURAL ROOTS, THAT WILL IMPACT NEW CONSTRUCTION TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. DO NOT PROCEED WITH WORK WITHOUT AUTHORIZATION. 9.DO NOT ATTACH SIGNS TO OR AROUND TREES OR PLANTS TO REMAIN UNLESS OTHERWISE INDICATED. 10. CERTIFIED ARBORIST MAY REQUIRE CROWN PRUNING TO COMPENSATE FOR ROOT LOSS CAUSED BY DAMAGING OR CUTTING OF THE ROOT SYSTEM. PROVIDE SUBSEQUENT MAINTENANCE DURING CONTRACT PERIOD AS RECOMMENDED BY ARBORIST.

AVE.

PROTECTION AND DEMOLITION PLAN

TU


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UPPER MERION TOWNSHIP REVISION NUMBER

REVISIONS

DATE

BY

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REQUIRED BIKEWAY EASEMENT

TYPE 4A CURB RAMP (PARALLEL)

PL

PL

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TEMPORARY CONSTRUCTION EASEMENT

TYPE 4A CURB RAMP (PARALLEL)

REFER TO ENLARGEMENT 1 1/SHEET 9 OF 946

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START WORK STA 105+ 20.00 FIRST AVENUE

CONSTRUCTION AND SURVEY BASELINE FIRST AVENUE LEGAL RIGHT-OF-WAY LINE FOR TOWNSHIP ROAD

ROADWAY PLAN

LEGEND LEGAL RIGHT-OF-WAY PL

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BENCH (ITEM NO. 9000-0551), REFER TO DETAIL 1/SHEET 6 OF 46 FOR CONCRETE PAD DIMENSIONS AND ANCHORING

TR

TRASH RECEPTACLE (9000-0550), REFER TO DETAIL 2/SHEET 6 OF 46 & DETAIL 3/SHEET 6 OF 46 FOR ANCHORING

CEMENT CONCRETE SIDEWALK, 8" DEPTH (ITEM NO. 4676-0001)

MOVABLE TABLES (ITEM NO. 9000-0552 & ITEM NO. 9000-0553) AND CHAIRS (ITEM NO. 9000-0554 & ITEM NO. 9000-0555)

DETECTABLE WARNING SURFACE(ITEM NO. 0695-+)

ADIRONDAK CHAIRS (ITEM NO. 9000-0558 & 9000-0559)

LANDSCAPE BOULDER (ITEM NO. 9000-0557), REFER TO DETAIL 4/SHEET 6 OF 46

ORNAMENTAL LIGHT. ITEM NO. 9000-0711, 9000-0712, 9000-0713, 9000-0714 AND 9000-0715. REFER TO HIGHWAY LIGHTING PLAN FOR DISTRIBUTION TYPE, FOOTINGS, AND FIXTURE LAYOUT.

SEE SHEET 32

30

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CONTROL JOINT, TYP. EXPANSION JOINT, TYP.

FOU EU


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REFER TO POST CONSTRUCTION STORMWATER MANAGEMENT PLAN FOR RAIN GARDEN

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LEGAL RIGHT-OF-WAY LINE FOR TOWNSHIP ROAD

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PROPERTY LINE FIRST AVENUE ROAD DIET IMPROVEMENTS. ECMS NO. 102480 TEMPORARY PROTECTIVE FENCE (ITEM NO. 0811-0003) PLANT PROTECTION ZONE (ITEM NO. 9000-0320)

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CEMENT CONCRETE SIDEWALK, 8" DEPTH (ITEM NO. 4676-0001)

MOVABLE TABLES (ITEM NO. 9000-0552 & ITEM NO. 9000-0553) AND CHAIRS (ITEM NO. 9000-0554 & ITEM NO. 9000-0555)

DETECTABLE WARNING SURFACE(ITEM NO. 0695-+)

ADIRONDAK CHAIRS (ITEM NO. 9000-0558 & 9000-0559)

LANDSCAPE BOULDER (ITEM NO. 9000-0557), REFER TO DETAIL 4/SHEET 6 OF 46

ORNAMENTAL LIGHT. ITEM NO. 9000-0711, 9000-0712, 9000-0713, 9000-0714 AND 9000-0715. REFER TO HIGHWAY LIGHTING PLAN FOR DISTRIBUTION TYPE, FOOTINGS, AND FIXTURE LAYOUT.

W

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G

G

G

FIRST AVE G

G

G

G

G

G

G G

T

S

S

G G

G

FOU

G

G

S

S

S

S

S

FOU

G

G

G

FOU

G G

G

FOU

G

FOU

FOU

FOU

FOU

FO FOU G

G

COM

U

G

G

G

G

122

G

G

G G

G

FOU

G

G

G

FOU

FOU

COM

COM

G

FOU

COM

G

FOU

COM

COM

W W

W W

T

V

V

TU T

V

V

W W

W W

W W

W W

W W

W W

W W

W W

FOU FO TU U

TU

T

V

W W

T

V

T

V

TU T

V

V

TU

FO

T U

TU

T

T

V

V

V

FOU FO U

TU

T V

V

T

FOU

TU

V

T

V

FOU

TU

T

V

FOU

V TU T

V T FOU

W W

W W

W W

V

V TU

V T

FOU

T

FOU

V TU T

T

TU

FOU

W W V

V

V

V

W W

W W V

W W

W W V

V

W W VT

W W

TV

W W

W W

V

V

W W V

W W V

W W V

V

T

TU

FOU

T

T TU

FOU

T

TU T

FOU

TU T

T

V TU

WV

FOU

T

V

T TU

T

V FOU

FOU

W W V

W W V

W W

V

V

W W

W W

T W W

V

TV

V

EJBTU T

V ELEC

V FOU

T

T

TU

V

FOU

V

TU

T

V FOU V

T

V FOU

S

W U TW V

W W V

TU

V

T

V FOU

TU T

V

W W

W W

V

TTU

V FOU

FOU G

125

TU

W W

V

V

W W V

W W

W W

V

W W

V

V

W W V

W W V

W W V

W W V

V

S

S

T

V

TU

V FOU

T

V

TU T

FOU V

T

TU

V FOU V

T

TU T

V FOU

T TU

V

FOU V

T

V

TU

T

FOU V

S

S

WV W

W

W

W

W

W W

V

TU

EJB T

T TU

FOU G COM

G COM

TU T FOU V

V

TU

T TUTJ B

T

S

T

S

S

G

T

TJ B

T

G

FOU G

T

TU

S

G

FOU G

T

T

TU

S

G

FOU G

T

TU

S

G

FOU G

T

T TU TU

S

G

FOU G

TU

S

G

FOU G

TUTU T

G

G FOU

V

W

W

V

T TU

V

S

S

126 W

V

S

S

W

W

WW

W

W W

V

S

S

V

W

W

V

S

S

W

V

W

W

W

V

S

S W

W

V

W

W

V

W

W

V

W

W

T FOU

FOU

V

TU T V

FOU

FOU

V

TTU

TU

T FOU

V

FOU

V

T

TU T

FOU

FOU V

T FOU FOU V

V

TU

T

FOU V

FOU

V

TU T FOU V

V

TEL

TT

TEL

V FOU V

V

V

G TTU FOUT

T

W

PL

GM

YD

PATH CONSTRUCTED AS PART OF MB FIRST AVENUE LINEAR PARK DEMONSTRATION PROJECT YD YD

W

W

V

T

W

W

V

UNK UTL

FOU

SS

TEL

V FOU

30 LOCUST

24 PINE

MULCH AREA

G F

S

W

W

V

UB G T TJBTU FOU

T TU FOU

W

W

V

TEL

TEL

S

S

W

W

T V T

V

S

S

12 LOCUST

YD

G

127 S

S

24IN LOCU

B

T

TU

S

G FOU

G FOU

W

B PL

TU T V FOU

V

W

G T

V FOU

V

30 LOCUST

TJB

CONSTRUCTION AND SURVEY BASELINE FIRST AVENUE

REC SIDEWA MATCH P ADA RA NEA

LEGAL RIGHT-OF-WAY LINE FOR TOWNSHIP ROAD

TYPE 4A CURB RAMP (PARALLEL)

TYPE 6 CURB RAMP

S

S

W

W

W

W

W

W

W

W

S

W

W

W

W

S

W

W

W

W

S

W

W

W S

W

RECONSTRUCT CONCRETE SIDEWALK TO MATCH PROPOSED GRADES AT CURB RAMP. RECONSTRUCT TO NEAREST CONTROL JOINT.

ROADWAY PLAN

PLANT PROTECTION ZONE (ITEM NO. 9000-0320)

CEMENT CONCRETE SIDEWALK, 8" DEPTH (ITEM NO. 4676-0001)

MOVABLE TABLES (ITEM NO. 9000-0552 & ITEM NO. 9000-0553) AND CHAIRS (ITEM NO. 9000-0554 & ITEM NO. 9000-0555)

DETECTABLE WARNING SURFACE(ITEM NO. 0695-+)

ADIRONDAK CHAIRS (ITEM NO. 9000-0558 & 9000-0559)

LANDSCAPE BOULDER (ITEM NO. 9000-0557), REFER TO DETAIL 4/SHEET 6 OF 46

ORNAMENTAL LIGHT. ITEM NO. 9000-0711, 9000-0712, 9000-0713, 9000-0714 AND 9000-0715. REFER TO HIGHWAY LIGHTING PLAN FOR DISTRIBUTION TYPE, FOOTINGS, AND FIXTURE LAYOUT.

W W

TRASH RECEPTACLE (9000-0550), REFER TO DETAIL 2/SHEET 6 OF 46 & DETAIL 3/SHEET 6 OF 46 FOR ANCHORING W

TR

W

TEMPORARY PROTECTIVE FENCE (ITEM NO. 0811-0003)

CEMENT CONCRETE SIDEWALK (ITEM NO. 0676-0001)

W

FIRST AVENUE ROAD DIET IMPROVEMENTS. ECMS NO. 102480

BENCH (ITEM NO. 9000-0551), REFER TO DETAIL 1/SHEET 6 OF 46 FOR CONCRETE PAD DIMENSIONS AND ANCHORING

W

PROPERTY LINE

B

W

PL

ASPHALT PAVING (ITEM NO. 0411-0582, 0411-6550, 0460-0001, 0350-0106)

W

LEGAL RIGHT-OF-WAY

W

W

LEGEND

W

TYPE 4A CURB RAMP (PARALLEL)

W

SEE SHEET 32

V

FOU

TU

T

W W

G

T

TU

S

V

V

V

FOU

TU T

W W

S

G

FOU FOU G

COM

T

S

FOU

V

FOU

T

W W

G

FOU G

COM

T TU

S

W

V

TU

FOU T

W W

FOU G

COM

T

TU

W

V

TU T

W W

G

T

W

V

TU FOU T

FOU T

W W

S

V

TU T

FOU

W W

TU

S

TU FOU

W W

G

T

T

30

W W

T

W W

T

W

W W

T

W W

G

T TU S

W

W

W

G

FOU

COM

G

T TU S

S

G

FOU

T

TU

S

G

TU COM

G

T

S

W

W

S

FOU

T

T TU

FOU

W

W

COM

G

124

S

W

W

FOU

COM

G

T

G

FOU

G

G

G

G

G

123

N88°33'28"E

TU

W

W

S

T

TU

W

S

W

W

S

T TU

S

121

G G

FOS

S

TU

T

G

S

W

G

G

G

TJ B

S

G

FO

FOU

G

G

S

S

G

S

S

TU

G

G

E S

T

S

G

EU TU T

E T S

TRANSFORMER

SEE SHEET 34

T

S

EU T TU

W

EU TU

W

FOU

E

W

EU TTU

30

FOU

E

S

FOU

EU TU T S

W

FOU

E T

T EU TU

W

E

EUT TU

FOU

T

U JB

S

EU TU

T

E

EU

E

EU T TU

W

E E

W

E

W

48" TWIN

W

24" ASH

T

T

DISTRICT


DISTRICT

COUNTY

ROUTE

SECTION

SHEET

6-0

MONTGOMERY

0000

MTF

34 OF 46

UPPER MERION TOWNSHIP REVISION NUMBER

REVISIONS

CEMENT CONCRETE PAVING TO EXISTING CURB RAMP. CURB RAMP BUILT AS PART OF ECMS 104280

LEGAL RIGHT-OF-WAY LINE FOR TOWNSHIP ROAD

BY

PI STA 132+78.52 = 11 33’15.95” D= 2 00’00.-2” T=289.84’ L=577.72’ R=2864.78’ E=14.62’ PC STA 129+88.68 PT STA 135+66.40

TEMPORARY CONSTRUCTION EASEMENT REQUIRED BIKEWAY EASEMENT

DATE

CONSTRUCTION AND SURVEY BASELINE FIRST AVENUE

ORARY CONSTRUCTION MENT IRED BIKEWAY MENT

TYPE 4A CURB RAMP (PARALLEL)

START FENCE STA. 129+51.26 OFFSET 41.78' LT

5FT CURB TAPER TO FLUSH PLAIN CEMENT CONCRETE CURB WITH PAVEMENT RESTORATION

SPLIT RAIL FENCE, REFER TO DETAIL 2/ SHEET 12 OF 46

REFER 1 TO ENLARGEMENT 1/SHEET 11 11 OF 46

EJ B

END FENCE STA. 132+33.81 OFFSET 34.71' LT

TYPE 4A CURB RAMP (PARALLEL) FOU

SS

S

S

G

G FOU

G

G FOU

G

G

G FOU

S

G

G FOU

S

G FOU

G

G FOU

U

S

G FOU

G

G FOU

G

S

W

S

W

V

V

G

G

E

TU TU TU

E FOU

TU

.S 5 ETUQ T

EU

TU

T

E

T

FOU

T

W

W

T

EU FOU

FOU

TU

EU

W

W

W

TU

T

EU FOU

W

CONTROL JOINT, TYP.W EXPANSION JOINT, TYP. W

TU

T

EU

EU FOU

TU

W

T

W

T F FOU

U OEU

EUT

U FO

F

S

TU

T EU

TU

T

W V

W

W

S

S

S

S

S

S

W

W

W

W

W

W

W

W

W

W

W

W

W

EU T

TU

TEU

TU

S W W V V

S

S

W

W

W

W

W

W

W

W

W

W

W

T

EU

TR

E

TU

EU T

T

TU

T

EU

TU

T

EU

T

TU

EU T

TU

T

EU

T

EU T

EU EU

EU

TU

TU

TU

TU

TU

TU TU

S

S

SS

S

EU

EU

EU

S

S

S

S

REFER TO ENLARGEMENT 1 2/SHEET 11 OF 46 11

U

FO

TU

OU

U

FO W

W

W

W

W

TU

T EU FOU

W

W

S

S

W

W

W

W

EU

TU TU EU

TU EU

E

TU EU

E

TU EU

S

E E

TU EU

TU EU

COM

COM

COM

E ECOM

W

W

W

W

E

E

COM

TU EU

W

W

E E

TU COM EU

E

W

W COM

TU COM EU TJ B

E

W W COM

COMTU EU

W

W

COM

OM C TU EU

W

COM

UOM TC EU

W

W

TJ B

TU COM EU

E

TJ B

EU

E

G

E EE U

TU U T GT U

W S

E

E

E

U TTTU U G TTU U

EU

W W

PLAIN CEMENT CONCRETE CURB

E

E

W

START WALL 'C' STA. 129+22.91 OFFSET 46.21' RT

SEGMENTAL RETAINING WALL. REFER TO ELEVATION 2/SHEET 15 OF 46

END WALL 'C' STA. 130+53.57 OFFSET 62.21' RT

TYPE 4 CURB RAMP (PARALLEL)

PEDESTRIAN RAILING. REFER TO ELEVATIONS 2/SHEET 20 OF 46 & 3/SHEET 20 OF 46.

PLAIN CEMENT CONCRETE CURB PLAIN CEMENT CONCRETE CURB WITH PAVEMENT RESTORATION

START WALL 'D' STA. 133+70.68 OFFSET 68.43' RT SEGMENTAL BLOCK RETAINING WALL. REFER TO ELEVATION 2/SHEET 16 OF 46. PEDESTRIAN RAILING. REFER TO ELEVATIONS 2/SHEET 19 OF 46 & 3/SHEET 19 OF 46

E

W

W

S

W

W

W

W

S

W

W

W

RECONSTRUCT CONCRETE SIDEWALK TO MATCH PROPOSED. RECONSTRUCT TO NEAREST CONTROL JOINT.

TYPE 6 CURB RAMP

E

E

E

TU U T T U EU

U G TTTU U

EU

W

S W

W W

W

S

W

TU

W

W

W S

W

CEMENT CONCRETE PAVING TO EXISTING CURB RAMP. CURB RAMP BUILT AS PART OF ECMS 104280

TYPE 4A CURB RAMP (PARALLEL)

S

W

E

E

W

W

TU

RECONSTRUCT CONCRETE SIDEWALK AS NECESSARY TO MATCH PROPOSED GRADES AT ADA RAMP. RECONSTRUCT TO NEAREST CONTROL JOINT.

W

ROADWAY PLAN

S

W

W

W

LEGEND

S

W

W

LEGAL RIGHT-OF-WAY PROPERTY LINE FIRST AVENUE ROAD DIET IMPROVEMENTS. ECMS NO. 102480 TEMPORARY PROTECTIVE FENCE (ITEM NO. 0811-0003) PLANT PROTECTION ZONE (ITEM NO. 9000-0320)

CEMENT CONCRETE SIDEWALK (ITEM NO. 0676-0001)

W W W

B

BENCH (ITEM NO. 9000-0551), REFER TO DETAIL 1/SHEET 6 OF 46 FOR CONCRETE PAD DIMENSIONS AND ANCHORING

TR

TRASH RECEPTACLE (9000-0550), REFER TO DETAIL 2/SHEET 6 OF 46 & DETAIL 3/SHEET 6 OF 46 FOR ANCHORING

CEMENT CONCRETE SIDEWALK, 8" DEPTH (ITEM NO. 4676-0001)

MOVABLE TABLES (ITEM NO. 9000-0552 & ITEM NO. 9000-0553) AND CHAIRS (ITEM NO. 9000-0554 & ITEM NO. 9000-0555)

DETECTABLE WARNING SURFACE(ITEM NO. 0695-+)

ADIRONDAK CHAIRS (ITEM NO. 9000-0558 & 9000-0559)

LANDSCAPE BOULDER (ITEM NO. 9000-0557), REFER TO DETAIL 4/SHEET 6 OF 46

ORNAMENTAL LIGHT. ITEM NO. 9000-0711, 9000-0712, 9000-0713, 9000-0714 AND 9000-0715. REFER TO HIGHWAY LIGHTING PLAN FOR DISTRIBUTION TYPE, FOOTINGS, AND FIXTURE LAYOUT.

W

W

W

W

W

PL

ASPHALT PAVING (ITEM NO. 0411-0582, 0411-6550, 0460-0001, 0350-0106)

CO

COM

COM

TUCOM EU

W

W

W

E

TU TU TU

PARK AVE

S W

W W

S

W

TU

W

W

NS

W

W

S

S

S

S

PL

TU

TU TU TU

TU

W

W

S

S

S

S

EU

V

W

TU

30 LOCUST

W

W

S

S

S

S

S

S

133 S

S

S

S

S

EU

V

T

E

TU

W

V

W

S

S

SS

S

S

S

S

S

S

S

S

132

131

U

FO

S

S

FOU

FOU

FOU

FOU

W

V

LANDSCAPE

W

W

TU

SIGN BASE

E FOU

FOU

W

W

S

FOU U FO

W

TJB

TU

12 LOCUST

TU

TU

W

W

IO ECT

TU

T

W

S

E

V

30 LOCUST

T

W

EU

FOU

TU

T TU

T

W

FOU

G

TU T

G

FOU

G

TU

T

S

G

TU T

TJB V

W

G T

W

S

130

S

S

S

FOU

FOU

FOU

134

S

S

S

S

FOU

S

S

S

TU U T T U

FO V V FOUU

V

TU

T

W

W

S

N88°33'28"E

S

FOU

U

W

V FOU

G

W

G

W TEL

W

W

S

S

FOU

FO

W

V FOU V

TU T V FOU

TT

TEL

W

TEL

W

V

G TTU FOUT

T

T

W

W

S

S

F

FOU

FOU

FOU

FOU

FOU

FOU

FOU

W

V

W

S

S

FO

F

OU

U

FOU FOU

U

129

G

G

G

G

GS

GS

FOU

W

UNK UTL

W

W

W

W

FIRST AVE S

GS

G EXPANSION JOINT, TYP. G G FOU FOU FOU CONTROL JOINT, TYP.

G FOU

G

G

G

G

G

G

OU

5

OU FOUF

E

W

S

S

E E

W W

W

W

W

S

W

W

W

V

UB G T TJBTU FOU

V

W

W

S

S

S G

G

G

G

G

FOU

FOTU

FOU

FOU

FOU

FOU

G

G

G

G

G

G

G

G

G

G

G

G

G

G

F

W

V

W

W

SS

U

T TU

FOU

W

W

SS

T

V

W

SS

TU

FOU V

W

V

T TU FOU

W

G FOU

S G

T

V

TU T

W

S

TU

FOU

V

W

W

128

TU

FOU V

V

W

S

SS

TU

T

W

W

V

S

S

S

V

TU

W

W

127 S

TU

W

W

S

S

TU

W

SEE SHEET 33

TU

T TU

TU

S

S

S

S

S G

FOU

FOU

FOU

FOU

FOU

FOU

OU

TJ B

TR

6 EQ G . SEGFOU FOU CTI ONS

S G

G

G FOU

S

TJ B

FOU FOU

M

TU T

T

G G

G G

TJ B

G

GG

G G

CO

TU

T

T

G

G FOU

TTU

30

S

TU

G FOU G

TU T

30

S

S

G

FOU G

T

TU

FOU

FOU

M

T

PC

T TU

T

TU

TU

S

T

TU

TU

S

T

T

TU

TU

S

T

TU

T

T

T TU

T

FOU

FOU

FOU

FOU

FOU

FOU

FOU

TJ B

FOU

GG

GG

FOU

CO

T VJ B

T

SS

SS

FOU

SEE SHEET 35

SS

B

FOU

TYPE 4A CURB RAMP (PARALLEL)

SS

E

PL

B

B

FOU

SS

TU COM EU

E


S

860 F IR

S

6-0

ST

COUNTY

ROUTE

SECTION

SHEET

MONTGOMERY

0000

MTF

35 OF 46

DISTRICT

UPPER MERION TOWNSHIP

S

REVISION NUMBER

REVISIONS

DATE

BY

S S

RECONSTRUCT CONCRETE SIDEWALK TO MATCH PROPOSED GRADES AT CURB RAMP. RECONSTRUCT TO NEAREST CONTROL JOINT.

S

TYPE 4A CURB RAMP (PARALLEL)

TYPE 4A CURB RAMP (PARALLEL)

PI STA 132+78.52 = 11 33’15.95” D= 2 00’00.-2” T=289.84’ L=577.72’ R=2864.78’ E=14.62’ PC STA 129+88.68 PT STA 135+66.40

LEGAL RIGHT-OF-WAY LINE FOR TOWNSHIP ROAD

END OF SHARED USE PATH S

TYPE 4A CURB RAMP (PARALLEL)

S

FOUFOU

134

S

S

S

S

S

COM

TU

COM

COM

EU

COM

TU

E

W

W

EU

E

W

TU

SS

W

TU

FOU

S S

W

W

S

S

S

W

S

S

FOU

W

W

S

S W

W

W

FOU

S

S W

TU

TU

EU

TR

TU

EU

S

G

G

W

W

FOU

W

FOU

S

S

W

PL FOU FOU

G

G

FOU

FOU

FOU

FOU

G G

G

FOU FOU FOU FOU

G

G

S

S

W

W

W

FOU

S

S W

FOU

S

S

W

FOU

FOU

FOU

138

N77°00'12"E

S

S

FIRST AVE W

FOU

S

S

FOU

W

S

S

W

W

S

S

WW

W

W

S

W

W

S

W

WW

S

FOU FOU

FOU

FOU

FOU

FOU

G

FOU

S

S

TU

TU

TU

TU

TU

TU

TU T U

TU

TU

EU

TU

TU

EU

EU

EU

EU

PL

S

TU

TU

TU

TU

TU

EU

TU

TU

TU

TU

EU

TU

TU

TU

TU

TU

TU

FOU

FOU

FOU

FOU

139 S W

EU

TU

TU

TU

TU

TU

W

T

FOU

FOU

FOU

FOU

FOU

FOU

FOU

FOU

FOUFOU FOU FOU FOU

FOU

FOU

FOU

FOU

FOU FOU

U

FOU

FOU

S

W

S

W

S

SS

W

W

SS

W

SS

W

W

W

FO

FOU

FOU

FOU

140 S

W

FOU

S

W

S

W

S

W

W

S

W

W

FOU

FOU FOU

FOU FOU

S

W

W

141

S

W

FOU FOU

FOU

FOU

S

W

W

FOU

S

W

W

FOU S

W

FOU S

W

W

FOU S

W

W

W

S

TU

TU

TU

TU

TU

TU

TU

TU

TU

TU

TU

TU

TU

TU

TU

TU

TU

TU

TU

TU

EU

REQUIRED BIKEWAY EASEMENT CONSTRUCTION AND SURVEY BASELINE FIRST AVENUE

S

END WALL 'D' STA. 134+39.15 OFFSET 55.45' RT

END OF SHARED USE PATH

LEGAL RIGHT-OF-WAY LINE FOR TOWNSHIP ROAD

TYPE 4A CURB RAMP (PARALLEL) S

REPLACE EXISTING INLET GRATE WITH BICYCLE SAFE INLET GRATE S

TYPE 4A CURB RAMP (PARALLEL)

S

875 F

S

IRST

S S

AVE.

S

ROADWAY PLAN

LEGEND S

LEGAL RIGHT-OF-WAY PROPERTY LINE FIRST AVENUE ROAD DIET IMPROVEMENTS. ECMS NO. 102480

PLANT PROTECTION ZONE (ITEM NO. 9000-0320)

CEMENT CONCRETE SIDEWALK (ITEM NO. 0676-0001)

B

BENCH (ITEM NO. 9000-0551), REFER TO DETAIL 1/SHEET 6 OF 46 FOR CONCRETE PAD DIMENSIONS AND ANCHORING

TR

TRASH RECEPTACLE (9000-0550), REFER TO DETAIL 2/SHEET 6 OF 46 & DETAIL 3/SHEET 6 OF 46 FOR ANCHORING

CEMENT CONCRETE SIDEWALK, 8" DEPTH (ITEM NO. 4676-0001)

MOVABLE TABLES (ITEM NO. 9000-0552 & ITEM NO. 9000-0553) AND CHAIRS (ITEM NO. 9000-0554 & ITEM NO. 9000-0555)

DETECTABLE WARNING SURFACE(ITEM NO. 0695-+)

ADIRONDAK CHAIRS (ITEM NO. 9000-0558 & 9000-0559)

S

TEMPORARY PROTECTIVE FENCE (ITEM NO. 0811-0003)

S

PL

ASPHALT PAVING (ITEM NO. 0411-0582, 0411-6550, 0460-0001, 0350-0106)

S

LANDSCAPE BOULDER (ITEM NO. 9000-0557), REFER TO DETAIL 4/SHEET 6 OF 46

W

W

TU

TEMPORARY CONSTRUCTION EASEMENT G

FOU S

G G

F

FOU

S

G

FOU

FOU

TU

S

EU

G

FOU

137

S

W

G

FOU

TU

TU EU

E

SEE SHEET 34

FOU

T

TU

EU

E

W

TU

136

S

1 12 T

COM

T TUT

EU

W

TU

G

FOU

W

E

W

COM

TU

EU

E

W

S

S

FOU

G

FOU

W

TU

W

S

FOU

TU

FOU

TU

EU

COM

W

S

FOU

TU

G

S

TUCO M EU

W

S

S

FOU

TU

G

FOU

U

TU COM EU

COM

W

S

S

FOU

TU

G

FOU

W

COM

W

S

FOU

TU

G

FOU

FO

W

135 S

FOU

TU

G

TR

FOU

S

W

S

S

FOU

G

FOU

S

W

S

S

FOU

G

TU

FOU

W

W

COM

CO TU M EU

S

FOU

FOU

W

W

FOU

G

TU

FOU

TU

COM

W

G

FOU

S

COM

W V

FOU

FOU

TU

COM

G

W

S

G

FOU

ORNAMENTAL LIGHT. ITEM NO. 9000-0711, 9000-0712, 9000-0713, 9000-0714 AND 9000-0715. REFER TO HIGHWAY LIGHTING PLAN FOR DISTRIBUTION TYPE, FOOTINGS, AND FIXTURE LAYOUT.

SEE SHEET

GG

FOU

S

GG

FOU

30

GG

FOU

TU

FOU

S

COM

GG

FOU

FOU

S

S

G G

FOU

W

FOU

G G

30

G

FOU

REFER1 TO ENLARGEMENT 12 1/SHEET 12 OF 46

PT

G G

FOU

D

LIMIT OF WORK STA 139+ 50.00 FIRST AVENUE UPPER MERION TOWNSHIP MONTGOMERY COUNTY S

FOU

STOP WORK STA 138+ 50.00 FIRST AVENUE

S

TYPE 4 (PAR A CURB RAM ALLE P L)

TU


DISTRICT

COUNTY

ROUTE

SECTION

SHEET

6-0

MONTGOMERY

0000

MTF

36 OF 46

UPPER MERION TOWNSHIP REVISION NUMBER

LEGAL RIGHT-OF-WAY LINE FOR TOWNSHIP ROAD

MATCH GRADE AT EXISTING CURB, TYP. PROVIDE 2% CROSS SLOPE TOWARDS LAWN. CROSS SLOPE NOT TO EXCEED 2%.

MATCH GRADE AT EXISTING CURB, TYP. PROVIDE 2% CROSS SLOPE TOWARDS LAWN. CROSS SLOPE NOT TO EXCEED 2%.

ADJUST GRADE OF EXISTING EXISTING UTILITY BOX (BY OTHERS)

13 0

REQUIRED BIKEWAY EASEMENT TEMPORARY CONSTRUCTION EASEMENT

DATE

BY

14 5

MATCH GRADE AT EXISTING SIDEWALK

REVISIONS

135

150

140

13

0

TC135.47 BC134.72

TC134.80 BC134.05

132.82

TC/BC135.59 130

134

135

136

137

138

U

134.32

TC134.11

TC134.44

TC135.41

N87°12'59"E

30

105

135

133.99

TC135.18 135.29

136.80

138.24

TC136.92

TC138.36

139

141

140

143

139

140

U JB

TC/BC140.23

139.57

TC140.58

TC139.69

142.68 TC142.88

109

108

107

106

140.46

137

5

5

EJ B

13

13

135

134

135

0

132

134

135

139

14

133

PL

PL

TC/BC134.92 EJ B

143.30

FIRST AVE

TC143.50

5

+\- 145.00 +\- 145.00

15

14

111

110

0

N87°12'59"E

112

145

140

145

5

13 150

145

LEGEND: PERMANENT EASEMENT TEMPORARY CONSTRUCTION EASEMENT LEGAL RIGHT-OF-WAY PL

PROPERTY LINE TEMPORARY PROTECTIVE FENCE (ITEM NO. 0811-0003) EXISTING CONTOURS PROPOSED CONTOURS

00.00

EXISTING SPOT ELEVATIONS FROM SURVEY OR INTERPOLATED FROM SURVEY INFORMATION

00.00

PROPOSED SPOT ELEVATIONS

LEGAL RIGHT-OF-WAY LINE FOR TOWNSHIP ROAD

15 5

START WORK STA 105+ 20.00 FIRST AVENUE

CONSTRUCTION AND SURVEY BASELINE FIRST AVENUE 0 15

LIMIT OF WORK STA 104+ 50.00 FIRST AVENUE UPPER MERION TOWNSHIP MONTGOMERY COUNTY

140

0

150

14

150

GRADING NOTES: 1. PROPOSED GRADES SHALL MEET EXISTING GRADES AT LIMIT OF WORK. 2. ADJUST EXISTING UTILITIES TO MEET FINAL DESIGN CONDITIONS AS NECESSARY. 3. REPORT ANY DISCREPANCY BETWEEN FIELD CONDITIONS AND DOCUMENTED EXISTING OR PROPOSED CONDITIONS TO OWNERS REPRESENTATIVE IN WRITING. 4. LAWNS AND PLANT BEDS SHALL BE EXCAVATED TO THE DEPTHS REQUIRED TO ACHIEVE DESIGN SOIL PROFILE DEPTHS - SEE SOIL PLANS SHEETS 2-6 (IN LANDSCAPE PLANS) 5. DO NOT MOUND INTERIORS OF PLANT BEDS UNLESS INDICATED. 6. FINISH GRADES OF PAVEMENTS AND SOIL ALONG BOTTOM OF CURBS AND WALLS SHALL HAVE A CONSTANT SLOPE UNLESS INDICATED BY SPOT ELEVATIONS. 7. AT HIGH POINTS AND LOW POINTS IN PAVED AREAS, SLOPES SHALL NOT BE GRADED TO A POINT OR SHARP RIDGE; GRADES SHALL BE TRANSITIONED. AVOID LOW SPOTS IN PAVEMENTS THAT MAY RESULT IN PUDDLING. 8. SLOPES SHOWN ON PLAN ARE APPROXIMATE AND ARE SHOWN FOR REFERENCE ONLY. 9. MAINTAIN EXISTING GRADES AT EXISTING TREES TO REMAIN. 10. MAXIMUM CROSS SLOPE OF PATHS, PAVED AREAS, AND SAFETY SURFACE SHALL BE 2%. MINIMUM CROSS SLOPE SHALL BE 1%. 11. MAXIMUM LONGITUDINAL SLOPE OF PATHS SHALL BE 4.9%. MAXIMUM LONGITUDINAL SLOPE OF RAMPS SHALL BE 8.25%. 12. GRADES AT TOP OF CURB RAMPS ARE SHOWN FOR CONCEPT ONLY. PATH GRADING SHOULD BE COORDINATED WITH DESIGN-BUILD CURB RAMP GRADING.

GRADING PLAN

SEE SHEET 37

SEE SHEET

30 155

5

13


DISTRICT

COUNTY

ROUTE

SECTION

SHEET

6-0

MONTGOMERY

0000

MTF

37 OF 46

UPPER MERION TOWNSHIP REVISION NUMBER

REVISIONS

EJB EJB

TS

15 7

158

T

EJB

30

157.40 157.60 157.40

113

112

114

PI

155.97 TC155.74

116

W

117

156.17 155.97 156.17

FO

158.44 158.37 158.17

160

T

T

156.36 156.56

119

156.00 156.17

153.64 153.84

151.49 151.55

T

160

155

158 160

1

15

152

165

153

5

15

160

156

155

154

160

157

PL

5 15

SEE SHEET 36

156.25 156.05

155

118

30

PI

UB UNK UTILITY 12X12

W

N87°53'13"E 115 N88°33'28"E

24" ASH

15 6

155

24" MAPLE

6

48IN

15

T

156

150

157

EJB

6

24 PINE

12IN

MOORE

155

REQUIRED BIKEWAY EASEMENT TEMPORARY CONSTRUCTION 16" PINE EASEMENT

24 PINE

ROAD

150

150

5

15

5

15

UP

15

5

160

160

16

16

0

165

CONSTRUCTION AND SURVEY BASELINE FIRST AVENUE LEGAL RIGHT-OF-WAY LINE FOR TOWNSHIP ROAD

LEGEND: PERMANENT EASEMENT TEMPORARY CONSTRUCTION EASEMENT LEGAL RIGHT-OF-WAY PL

PROPERTY LINE TEMPORARY PROTECTIVE FENCE (ITEM NO. 0811-0003) EXISTING CONTOURS PROPOSED CONTOURS

00.00

EXISTING SPOT ELEVATIONS FROM SURVEY OR INTERPOLATED FROM SURVEY INFORMATION

00.00

PROPOSED SPOT ELEVATIONS

GRADING NOTES: 1. PROPOSED GRADES SHALL MEET EXISTING GRADES AT LIMIT OF WORK. 2. ADJUST EXISTING UTILITIES TO MEET FINAL DESIGN CONDITIONS AS NECESSARY. 3. REPORT ANY DISCREPANCY BETWEEN FIELD CONDITIONS AND DOCUMENTED EXISTING OR PROPOSED CONDITIONS TO OWNERS REPRESENTATIVE IN WRITING. 4. LAWNS AND PLANT BEDS SHALL BE EXCAVATED TO THE DEPTHS REQUIRED TO ACHIEVE DESIGN SOIL PROFILE DEPTHS - SEE SOIL PLANS SHEETS 2-6 (IN LANDSCAPE PLANS) 5. DO NOT MOUND INTERIORS OF PLANT BEDS UNLESS INDICATED. 6. FINISH GRADES OF PAVEMENTS AND SOIL ALONG BOTTOM OF CURBS AND WALLS SHALL HAVE A CONSTANT SLOPE UNLESS INDICATED BY SPOT ELEVATIONS. 7. AT HIGH POINTS AND LOW POINTS IN PAVED AREAS, SLOPES SHALL NOT BE GRADED TO A POINT OR SHARP RIDGE; GRADES SHALL BE TRANSITIONED. AVOID LOW SPOTS IN PAVEMENTS THAT MAY RESULT IN PUDDLING. 8. SLOPES SHOWN ON PLAN ARE APPROXIMATE AND ARE SHOWN FOR REFERENCE ONLY. 9. MAINTAIN EXISTING GRADES AT EXISTING TREES TO REMAIN. 10. MAXIMUM CROSS SLOPE OF PATHS, PAVED AREAS, AND SAFETY SURFACE SHALL BE 2%. MINIMUM CROSS SLOPE SHALL BE 1%. 11. MAXIMUM LONGITUDINAL SLOPE OF PATHS SHALL BE 4.9%. MAXIMUM LONGITUDINAL SLOPE OF RAMPS SHALL BE 8.25%. 12. GRADES AT TOP OF CURB RAMPS ARE SHOWN FOR CONCEPT ONLY. PATH GRADING SHOULD BE COORDINATED WITH DESIGN-BUILD CURB RAMP GRADING.

16

5

160

REFER TO POST CONSTRUCTION STORMWATER MANAGEMENT PLAN FOR GRADING AT RAIN GARDEN

GRADING PLAN

SEE SHEET 38

15 0

MATCH GRADE AT EXISTING UTILITY STRUCTURE TJB

FIRST AVE

BY

155

LEGAL RIGHT-OF-WAY LINE FOR TOWNSHIP ROAD

155

DATE


DISTRICT

COUNTY

ROUTE

SECTION

SHEET

6-0

MONTGOMERY

0000

MTF

38 OF 46

UPPER MERION TOWNSHIP REVISION NUMBER

1000 FIRST AVE.

REVISIONS

DATE

BY

TEMPORA

R

LEGAL RIGHT-OF-WAY LINE FOR TOWNSHIP ROAD

14 0

MATCH GRADE AT EXISTING CURB

135

140

30

120.95 121.05

118.50 118.60

124

125

126

127

WV

T

T TEL

EJB

EJB

T TEL

UB TJB

T

UNK UTL

ELEC

TEL

13

T

T

TEL

125

141

142

WV

123.40 123.30

TEL

0

135

144

30 LOCUST

120

12 LOCUST

24IN LOCU

24 PINE

PL

YD

12 MULCH AREA

135

GM

LEGEND: PERMANENT EASEMENT TEMPORARY CONSTRUCTION EASEMENT LEGAL RIGHT-OF-WAY PL

PROPERTY LINE TEMPORARY PROTECTIVE FENCE (ITEM NO. 0811-0003) EXISTING CONTOURS PROPOSED CONTOURS

00.00

EXISTING SPOT ELEVATIONS FROM SURVEY OR INTERPOLATED FROM SURVEY INFORMATION

00.00

PROPOSED SPOT ELEVATIONS

GRADING NOTES: 1. PROPOSED GRADES SHALL MEET EXISTING GRADES AT LIMIT OF WORK. 2. ADJUST EXISTING UTILITIES TO MEET FINAL DESIGN CONDITIONS AS NECESSARY. 3. REPORT ANY DISCREPANCY BETWEEN FIELD CONDITIONS AND DOCUMENTED EXISTING OR PROPOSED CONDITIONS TO OWNERS REPRESENTATIVE IN WRITING. 4. LAWNS AND PLANT BEDS SHALL BE EXCAVATED TO THE DEPTHS REQUIRED TO ACHIEVE DESIGN SOIL PROFILE DEPTHS - SEE SOIL PLANS SHEETS 2-6 (IN LANDSCAPE PLANS) 5. DO NOT MOUND INTERIORS OF PLANT BEDS UNLESS INDICATED. 6. FINISH GRADES OF PAVEMENTS AND SOIL ALONG BOTTOM OF CURBS AND WALLS SHALL HAVE A CONSTANT SLOPE UNLESS INDICATED BY SPOT ELEVATIONS. 7. AT HIGH POINTS AND LOW POINTS IN PAVED AREAS, SLOPES SHALL NOT BE GRADED TO A POINT OR SHARP RIDGE; GRADES SHALL BE TRANSITIONED. AVOID LOW SPOTS IN PAVEMENTS THAT MAY RESULT IN PUDDLING. 8. SLOPES SHOWN ON PLAN ARE APPROXIMATE AND ARE SHOWN FOR REFERENCE ONLY. 9. MAINTAIN EXISTING GRADES AT EXISTING TREES TO REMAIN. 10. MAXIMUM CROSS SLOPE OF PATHS, PAVED AREAS, AND SAFETY SURFACE SHALL BE 2%. MINIMUM CROSS SLOPE SHALL BE 1%. 11. MAXIMUM LONGITUDINAL SLOPE OF PATHS SHALL BE 4.9%. MAXIMUM LONGITUDINAL SLOPE OF RAMPS SHALL BE 8.25%. 12. GRADES AT TOP OF CURB RAMPS ARE SHOWN FOR CONCEPT ONLY. PATH GRADING SHOULD BE COORDINATED WITH DESIGN-BUILD CURB RAMP GRADING.

30 LOCUST

YD

YD

YD

TJB

CONSTRUCTION AND SURVEY BASELINE FIRST AVENUE LEGAL RIGHT-OF-WAY LINE FOR TOWNSHIP ROAD

145

150

MATCH GRADE AT EXISTING SIDEWALK

MB

120

140

5

PL

145

GRADING PLAN

SEE SHEET 39

T

123

5

126

131

12

134

132

137

139

140

0 14

T

124

30

143.64

133

141

142

15 0

3 15

15

15

4

5

6 15

143

142.70 142.70

143

146 147

140.32 140.32 140.08

118

145.42

123

N88°33'28"E

125.24 125.22

119

122

S

TC134.66

TJ B

1

152

15

148

U

TJ B

120

146.65

139.13 BR139.27

125

121

121

TR141.77

TJ B

122

TW143.92 BR/BW141.87

TW138.00 BR/BW134.76 TW138.00 TR/BW134.86

127

UB TR/BW144.12

128

TRTW147.42 ANSFORMER

U JB

125.14

0

FIRST AVE

149

0 15

150

5

TW149.92 TR/BW146.72

149.13 149.30 148.24

151.49 151.55

TW147.92 BR/BW144.22 14

W V

13

120

E

5

14

136 137

TW151.92 24" N TW152.42 48" TWI BR/BW149.42 TR/BW151.92 0 15TW151.42 TR/BW149.32 TW149.92 BR/BR146.82

BR139.23 139.11

BW134.20 134.00 BW133.40

130

152.02

TC136.92 BW136.92

126.73 126.83 125.94

129.16 129.26

131.94 131.74

129

144

145

146

147

PL

148

149

150

151

6

152

15

156.25 156.05

150

SEE SHEET 37

141.02 141.30 V

155

TEMPORARY CONSTRUCTION EASEMENT REQUIRED BIKEWAY EASEMENT

0

141.62 141.52

12

146.57 146.47

125

144.79 145.05 143.97 143.87

0

157

24" ASH

149.17 149.12 149.07 148.64 148.90

152.01 152.15 151.77 151.67

13

154.43 154.23

EXISTING UTILITY BOX TO BE RELOCATED BY OTHERS

145

UIRED BIKEWAY EMENT PORARY STRUCTION EMENT

150

15 5

CONSTRU

MATCH GRADE AT EXISTING SIDEWALK


DISTRICT

COUNTY

ROUTE

SECTION

SHEET

6-0

MONTGOMERY

0000

MTF

39 OF 46

UPPER MERION TOWNSHIP REVISION NUMBER

REVISIONS

REQUIRED BIKEWAY EASEMENT LEGAL RIGHT-OF-WAY LINE FOR TOWNSHIP ROAD

0 11

11

0

113.07 113.27 113.35

114.17 113.97

114

115

W V

TC113.50 113.76 114.00

114.09 TC114.83 TC116.25 BW114.33

PARK AVE 5

LEGEND: PERMANENT EASEMENT TEMPORARY CONSTRUCTION EASEMENT LEGAL RIGHT-OF-WAY PL

PROPERTY LINE TEMPORARY PROTECTIVE FENCE (ITEM NO. 0811-0003) EXISTING CONTOURS PROPOSED CONTOURS

00.00

EXISTING SPOT ELEVATIONS FROM SURVEY OR INTERPOLATED FROM SURVEY INFORMATION

00.00

PROPOSED SPOT ELEVATIONS

115

TW120.57 BR/BW117.82 TW120.07 TR/BW117.72

0

125

120

12

GRADING NOTES: 1. PROPOSED GRADES SHALL MEET EXISTING GRADES AT LIMIT OF WORK. 2. ADJUST EXISTING UTILITIES TO MEET FINAL DESIGN CONDITIONS AS NECESSARY. 3. REPORT ANY DISCREPANCY BETWEEN FIELD CONDITIONS AND DOCUMENTED EXISTING OR PROPOSED CONDITIONS TO OWNERS REPRESENTATIVE IN WRITING. 4. LAWNS AND PLANT BEDS SHALL BE EXCAVATED TO THE DEPTHS REQUIRED TO ACHIEVE DESIGN SOIL PROFILE DEPTHS - SEE SOIL PLANS SHEETS 2-6 (IN LANDSCAPE PLANS) 5. DO NOT MOUND INTERIORS OF PLANT BEDS UNLESS INDICATED. 6. FINISH GRADES OF PAVEMENTS AND SOIL ALONG BOTTOM OF CURBS AND WALLS SHALL HAVE A CONSTANT SLOPE UNLESS INDICATED BY SPOT ELEVATIONS. 7. AT HIGH POINTS AND LOW POINTS IN PAVED AREAS, SLOPES SHALL NOT BE GRADED TO A POINT OR SHARP RIDGE; GRADES SHALL BE TRANSITIONED. AVOID LOW SPOTS IN PAVEMENTS THAT MAY RESULT IN PUDDLING. 8. SLOPES SHOWN ON PLAN ARE APPROXIMATE AND ARE SHOWN FOR REFERENCE ONLY. 9. MAINTAIN EXISTING GRADES AT EXISTING TREES TO REMAIN. 10. MAXIMUM CROSS SLOPE OF PATHS, PAVED AREAS, AND SAFETY SURFACE SHALL BE 2%. MINIMUM CROSS SLOPE SHALL BE 1%. 11. MAXIMUM LONGITUDINAL SLOPE OF PATHS SHALL BE 4.9%. MAXIMUM LONGITUDINAL SLOPE OF RAMPS SHALL BE 8.25%. 12. GRADES AT TOP OF CURB RAMPS ARE SHOWN FOR CONCEPT ONLY. PATH GRADING SHOULD BE COORDINATED WITH DESIGN-BUILD CURB RAMP GRADING.

125

7.07 TW11 .20 15 BW1 5.22 BR11

MATCH GRADE AT EXISTING CURB AND EXISTING PLANT BED TO REMAIN 120

11

115

120

115

MATCH GRADE AT EXISTING SIDEWALK

6 11

120

MATCH GRADE AT EXISTING RAMP

121.42 121.46

TW121.07 TR/BW120.32

7

120

MATCH GRADE AT EXISTING UTILITY STRUCTURES

11

118.63 118.81

122

119

120

118

120

S

120.45 120.44

MATCH GRADE AT EXISTING SIDEWALK

115

120.71 120.78 120

120

TJ B

121

PL

115

115

E

115

114.62 BR114.71 114.89 11TC/BC115.00 5

78 113. 3 0 114. 7 9 . 4 BR11 .87 4 TR11 11 4

TJ B

TJ B

120

30 LOCUST

4 11

BR119.70 TR119.60

1 12

115

134

TR117.47 BR117.57

TR120.07 120.17

10 111. 30 111. .78 1 TC11

111.75 111.95 TC112.33

W W V V

115

4

SIGN BASE

LANDSCAPE

S

BR117.10 TR117.00

11

TJB

12 LOCUST

114.69 BR114.53 114.42 TC/BC115.24

115 30 LOCUST

131

112.14 T5 112.34

113.58 113.78 TC114.02 133 BC113.52

114.35 114.55 TC114.70 BC114.20

114.49 114.69 TC114.85 BC114.35

119

TC113.50 113.76 114.00

130

132

118

U

114.49 114.69 TC114.85 BC114.35

114.22 114.42 TC114.58 BC114.08

117

TC114.69 TC113.86 BC114.19 TW115.75 TC114.60 BW114.10

114

116

N88°33'28"E

TJ B

PC

30 30

TEL

TJB

120

SEE SHEET 38

T

TEL

4

113.64 113.84 TC114.00

2

TJ B

11

113.12 113.32 TC113.48

11

TJ B

3

114.87 114.10 114.67 114.30

129

1

110

110

FIRST AVE

11

113

11

T

TEL

PL

118

119 T

MATCH GRADE AT 110 EXISTING UTILITY STRUCTURE

112.58110 TC112.78

112.80 113.00 TC113.10

EXISTING UTILITY BOX TO BE RELOCATED BY OTHERS (VERIZON)

112

113

128 115.67 115.47

UB TJB

MATCH GRADE AT EXISTING RAMP

115.80

127

EJ B

TJ B

U

5FT CURB TAPER TO MEET EXISTING GRADE

110

U

118.50 117.45 118.60

UNK UTL

1

11

110

113.20 TC113.36

113 T VJ B

110

MATCH GRADE AT EXISTING RAMP

SEE SHEET 40

MATCH GRADE AT EXISTING UTILITY STRUCTURE

5

ORARY CONSTRUCTION MENT IRED BIKEWAY MENT

BY

PI STA 132+78.52 = 11 33’15.95” D= 2 00’00.-2” T=289.84’ L=577.72’ R=2864.78’ E=14.62’ PC STA 129+88.68 PT STA 135+66.40

TEMPORARY CONSTRUCTION EASEMENT

CONSTRUCTION AND SURVEY BASELINE FIRST AVENUE 11

DATE

120

GRADING PLAN


860 F IR

6-0

ROUTE

SECTION

SHEET

MONTGOMERY

0000

MTF

40 OF 46

UPPER MERION TOWNSHIP

REVISION NUMBER

REVISIONS

DATE

BY

110

PI STA 132+78.52 = 11 33’15.95” D= 2 00’00.-2” T=289.84’ L=577.72’ R=2864.78’ E=14.62’ PC STA 129+88.68 PT STA 135+66.40

110

105

100

105

110

LEGAL RIGHT-OF-WAY LINE FOR TOWNSHIP ROAD

110

MATCH GRADE AT EXISTING SIDEWALK

ST

COUNTY

DISTRICT

11

0

EXISTING UTILITY BOX TO BE RELOCATED BY OTHERS (VERIZON)

EXIS TI TO B NG UTIL I E RE LOCA TY BOX OTHE TED RS ( V BY ERIZ ON)

LIMIT OF WORK STA 139+ 50.00 FIRST AVENUE UPPER MERION TOWNSHIP MONTGOMERY COUNTY

110

105

105

PL

11

10

111.10 111.06 111.30 135 TC111.78

W V

BR114.97 TR114.87

113.78 114.03 BR112.37

109.90

136 110.66 110.86

108.80 109.00

109.55 109.75

110.15 110.35

137

FIRST AVE

110

105

110

110

110

109.40 109.60

N77°00'12"E

138

109.81 110.20

110.60

139

140

141

110

T

2

11

1

T

115

120

120

120

5

PL

BR112.62 TR115.12 TW117.07 BW115.20 BR115.22

115

115

112

SEE SHEET

6 11

117

TEMPORARY CONSTRUCTION EASEMENT

125

REQUIRED BIKEWAY EASEMENT

120

115

120

SEE SHEET 39

T

T

11

113

4 11 5

110

110.94 111.14

111.00 T

11

110.46

110.74 110.75 110.65

105

0 11

30

111. 75 111. 95 TC11 2.33

105

9

10

9

11

7.47

100

1

30

2

134 TR11

D

PT

11

STOP WORK STA 138+ 50.00 FIRST AVENUE

110

MATCH GRADE AT EXISTING SIDEWALK

ADJUST GRADE OF EXISTING EXISTING UTILITY BOX (BY OTHERS)

CONSTRUCTION AND SURVEY BASELINE FIRST AVENUE

875 F

120

LEGAL RIGHT-OF-WAY LINE FOR TOWNSHIP ROAD

LEGEND: PERMANENT EASEMENT TEMPORARY CONSTRUCTION EASEMENT LEGAL RIGHT-OF-WAY PL

PROPERTY LINE TEMPORARY PROTECTIVE FENCE (ITEM NO. 0811-0003) EXISTING CONTOURS PROPOSED CONTOURS

00.00

EXISTING SPOT ELEVATIONS FROM SURVEY OR INTERPOLATED FROM SURVEY INFORMATION

00.00

PROPOSED SPOT ELEVATIONS

GRADING NOTES: 1. PROPOSED GRADES SHALL MEET EXISTING GRADES AT LIMIT OF WORK. 2. ADJUST EXISTING UTILITIES TO MEET FINAL DESIGN CONDITIONS AS NECESSARY. 3. REPORT ANY DISCREPANCY BETWEEN FIELD CONDITIONS AND DOCUMENTED EXISTING OR PROPOSED CONDITIONS TO OWNERS REPRESENTATIVE IN WRITING. 4. LAWNS AND PLANT BEDS SHALL BE EXCAVATED TO THE DEPTHS REQUIRED TO ACHIEVE DESIGN SOIL PROFILE DEPTHS - SEE SOIL PLANS SHEETS 2-6 (IN LANDSCAPE PLANS) 5. DO NOT MOUND INTERIORS OF PLANT BEDS UNLESS INDICATED. 6. FINISH GRADES OF PAVEMENTS AND SOIL ALONG BOTTOM OF CURBS AND WALLS SHALL HAVE A CONSTANT SLOPE UNLESS INDICATED BY SPOT ELEVATIONS. 7. AT HIGH POINTS AND LOW POINTS IN PAVED AREAS, SLOPES SHALL NOT BE GRADED TO A POINT OR SHARP RIDGE; GRADES SHALL BE TRANSITIONED. AVOID LOW SPOTS IN PAVEMENTS THAT MAY RESULT IN PUDDLING. 8. SLOPES SHOWN ON PLAN ARE APPROXIMATE AND ARE SHOWN FOR REFERENCE ONLY. 9. MAINTAIN EXISTING GRADES AT EXISTING TREES TO REMAIN. 10. MAXIMUM CROSS SLOPE OF PATHS, PAVED AREAS, AND SAFETY SURFACE SHALL BE 2%. MINIMUM CROSS SLOPE SHALL BE 1%. 11. MAXIMUM LONGITUDINAL SLOPE OF PATHS SHALL BE 4.9%. MAXIMUM LONGITUDINAL SLOPE OF RAMPS SHALL BE 8.25%. 12. GRADES AT TOP OF CURB RAMPS ARE SHOWN FOR CONCEPT ONLY. PATH GRADING SHOULD BE COORDINATED WITH DESIGN-BUILD CURB RAMP GRADING.

IRST

AVE. GRADING PLAN


DISTRICT

COUNTY

ROUTE

SECTION

SHEET

6-0

MONTGOMERY

0000

MTF

41 OF 46

UPPER MERION TOWNSHIP REVISION NUMBER

REVISIONS

DATE

BY

LAYOUT TABLE LOCATION P1 P2 P3 P4 P5 P6 P7 P8 P9 P10 P11 P12 P13 P14 P15 P16 P17 P18 P19 P20 P21 P22 P23 P24 P25 P26 P27 P28 P29 P30 P31 P32 P33 P34 P35 P36 P37 P38 P39 P40 P41 P42 P43 P44 P45 P46 P47 P48 P49 P50 P51 P52 P53 P54 P55 P56 P57 P58 P59 P60 P61 P62

STATION 105+44.43 106+34.17 106+34.17 106+60.16 106+60.16 110+16.60 Not Used Not Used Not Used Not Used Not Used Not Used Not Used Not Used Not Used Not Used Not Used Not Used 118+12.06 118+19.04 118+45.03 118+69.59 119+05.49 119+12.02 119+48.88 120+38.15 120+54.88 120+59.90 120+89.90 120+94.90 121+24.90 121+29.90 121+59.90 121+64.89 121+90.55 121+94.84 122+00.80 122+24.23 122+31.40 Not Used 123+13.68 123+38.73 123+65.39 123+93.36 124+42.54 124+64.20 124+86.82 125+20.95 125+23.30 125+54.68 125+58.27 125+79.84 126+99.14 127+19.91 127+23.60 128+11.86 128+40.91 128+55.61 128+63.04 128+88.30 129+07.11 129+15.86

OFFSET 35.60' 35.60' 42.31' 35.60' 42.31' 31.66' 42.08' 41.93' 41.37' 40.84' 49.86' 53.55' 63.23' 63.19' 60.73' 60.73' 60.73' 60.73' 60.73' 60.73' 60.73' 60.52' 52.31' 49.75' 46.18' 37.24' 36.22' 51.29' 31.06' 44.18' 41.83' 60.77' 64.79' 64.79' 60.77' 66.75' 42.94' 52.27' 38.26' 38.26' 34.55' 33.19' 32.91' 39.74' 44.25' 55.95' 57.39' 45.11' 53.35'

LT/RT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT

LOCATION P63 P64 P65 P66 P67 P68 P69 P70 P71 P72 P73 P74 P75 P76 P77 P78 P79 P80 P81 P82 P83 P84 P85 P86 P87 P88 P89 P90 P91 P92 P93 P94 P95 P96 P97 P98 P99 P100 P101 P102 P103 P104 P105 P106 P107 P108 P109 P110 P111 P112 P113 P114 P115 P116 P117 P118 P119 P120 P121 P122 P123 P124

STATION 129+32.66 129+36.43 129+51.26 129+61.08 129+61.77 129+71.00 129+90.96 129+93.19 129+10.36 130+01.08 130+66.08 131+22.55 131+26.66 131+28.52 131+30.54 131+32.66 131+93.72 132+00.35 132+03.06 132+03.49 132+05.59 132+13.59 132+33.81 132+86.21 132+88.27 132+91.36 132+92.54 133+06.27 133+71.34 134+67.04 135+35.34 135+67.38 136+22.83 136+38.56 136+67.41 137+36.36 137+62.67 137+86.15 138+06.15 138+31.26 Not Used Not Used Not Used Not Used Not Used Not Used Not Used Not Used Not Used Not Used Not Used Not Used Not Used Not Used Not Used Not Used Not Used Not Used Not Used Not Used Not Used Not Used

OFFSET 36.87' 35.09' 41.78' 39.95' 28.09' 38.63' 37.03' 25.55' 25.31' 36.55' 19.67' 33.76' 22.31' 17.22' 22.24' 33.50' 33.28' 21.92' 16.87' 33.19' 22.02' 33.72' 34.71' 20.20' 96.83' 106.59' 25.53' 55.70' 60.57' 26.31' 26.43' 26.73' 26.35' 26.21' 28.73' 28.96' 26.61' 36.56' 36.56' 26.56' -

LT/RT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT LT -

LOCATION P125 P126 P127 P128 P129 P130 P131 P132 P133 P134 P135 P136 P137 P138 P139 P140 P141 P142 P143 P144 P145 P146 P147 P148 P149 P150 P151 P152 P153 P154 P155 P156 P157 P158 P159 P160 P161 P162 P163 P164 P165 P166 P167 P168 P169 P170 P171 P172 P173 P174 P175 P176 P177 P178 P179 P180 P181 P182 P183 P184 P185 P186

STATION 118+05.77 118+16.39 118+29.87 118+55.92 118+69.39 119+11.88 119+15.76 119+40.83 119+69.92 119+70.97 120+05.00 120+18.53 120+64.83 120+90.67 121+30.55 122+05.92 128+02.49 128+21.96 128+38.32 128+60.07 128+82.78 129+13.13 129+22.91 129+71.45 129+82.33 130+19.35 130+28.36 130+34.64 130+40.28 130+53.28 130+70.05 130+94.73 131+41.99 131+47.40 131+49.78 131+59.07 131+77.88 131+82.64 132+11.10 132+15.82 132+21.38 133+36.30 133+60.93 133+65.48 133+70.35 133+70.68 133+99.81 134+05.05 134+32.02 134+39.15 134+36.26 134+69.59 134+71.68 134+76.30 134+78.77 134+84.66 135+43.53 135+69.97 135+89.96 136+18.41 136+37.42 136+55.06

OFFSET 37.29' 41.54' 41.39' 41.10' 39.41' 53.36' 44.19' 59.96' 53.96' 42.26' 33.27' 33.20' 31.55' 30.58' 29.08' 26.39' 26.66' 26.82' 28.90' 32.46' 32.39' 44.14' 46.21' 43.95' 44.91' 44.96' 44.23' 41.58' 52.86' 60.54' 54.38' 55.20' 31.16' 31.43' 44.31' 33.51' 38.62' 39.94' 48.01' 49.38' 52.04' 59.40' 57.30' 56.06' 55.94' 68.43' 55.35' 55.08' 45.15' 55.45' 42.31' 30.16' 42.53' 30.00' 55.18' 55.39' 32.79' 42.85' 43.02' 33.20' 30.25' 24.49'

LT/RT RT RT RT RT RT RT RT RT RT RT RT RT RT RT RT RT RT RT RT RT RT RT RT RT RT RT RT RT RT RT RT RT RT RT RT RT RT RT RT RT RT RT RT RT RT RT RT RT RT RT RT RT RT RT RT RT RT RT RT RT RT RT

LAYOUT TABLE


DISTRICT

COUNTY

ROUTE

SECTION

SHEET

6-0

MONTGOMERY

0000

MTF

42 OF 46

UPPER MERION TOWNSHIP REVISION NUMBER

REVISIONS

DATE

BY

LEGAL RIGHT-OF-WAY LINE FOR TOWNSHIP ROAD REQUIRED BIKEWAY EASEMENT TEMPORARY CONSTRUCTION EASEMENT

P5 P4

ALIGN 10

3.51

P3 P2

PL

EJ B

PL

PARALLEL TO EXISTING CURB

PARALLEL TO EXISTING CURB

U JB EJ B

6

P1 R=5

30

105

N87°12'59"E

106

107

P6

6.000

6

U

108

109

FIRST AVE

110

111

N87°12'59"E

112

SEE SHEET

SEE SHEET 43

30

LIMIT OF WORK STA 104+ 50.00 FIRST AVENUE UPPER MERION TOWNSHIP MONTGOMERY COUNTY

START WORK STA 105+ 20.00 FIRST AVENUE

CONSTRUCTION AND SURVEY BASELINE FIRST AVENUE LEGAL RIGHT-OF-WAY LINE FOR TOWNSHIP ROAD

LAYOUT PLAN


DISTRICT

COUNTY

ROUTE

SECTION

SHEET

6-0

MONTGOMERY

0000

MTF

43 OF 46

UPPER MERION TOWNSHIP REVISION NUMBER

REVISIONS

DATE

BY

LEGAL RIGHT-OF-WAY LINE FOR TOWNSHIP ROAD REQUIRED BIKEWAY EASEMENT TEMPORARY CONSTRUCTION EASEMENT

UP

ROAD

TJB

MOORE

EJB

T

P25

EJB EJB

TS

R=75'

10

48IN

P19

T

P20

EJB

P24 P23

P22 P21

UB

R=70'

FO

N87°53'13"E 115 N88°33'28"E

116

W

117

118

119

PI

30

114

PI

113

112

W

T

P125

T

SEE SHEET 42

T

P129

R=15' P126 P127

P128

R=70'

10

P130

P131

R=60' P132

PL

CONSTRUCTION AND SURVEY BASELINE FIRST AVENUE LEGAL RIGHT-OF-WAY LINE FOR TOWNSHIP ROAD

LAYOUT PLAN

SEE SHEET 44

FIRST AVE

30

UNK UTILITY 12X12


DISTRICT

COUNTY

ROUTE

SECTION

SHEET

6-0

MONTGOMERY

0000

MTF

44 OF 46

UPPER MERION TOWNSHIP REVISION NUMBER

1000 FIRST AVE.

REVISIONS

DATE

BY

TEMPORA

R

LEGAL RIGHT-OF-WAY LINE FOR TOWNSHIP ROAD

CONSTRU

12.500

MATCH WIDTH OF EX. SIDEWALK W V

V

P27

P31 P32

P33 P34 R=60' TRANSFORMER

P35 P36 P37

P131

P135

P137

P136

P138

P41 R=23.5'

R=72.5'

122

R=60'

P51

T

T

WV

P52

P50

TJ B

R=70'

R=153'

P53 TJ B

R=60'

TJ B

S

123

N88°33'28"E

P140

P139

P43 P42

U

P134

124

125

126

127

WV

T

EJB

T TEL

EJB

T TEL

UB TJB

UNK UTL

ELEC

R=60'

T TEL

T TEL

10

10

P132

R=24'

P44

U JB

P38 P39

121

10

P133 MATCH WIDTH OF EX. SIDEWALK PL

SEE SHEET 43

R=70'

FIRST AVE

E

P48

R=60'

UB

120

P45

P49

P47

30

10

P29 P30

10

PL

P28

P46

30

P26

R=75'

12.5

P25

PL

YD

GM

MB YD

YD

YD

TJB

CONSTRUCTION AND SURVEY BASELINE FIRST AVENUE LEGAL RIGHT-OF-WAY LINE FOR TOWNSHIP ROAD

LAYOUT PLAN

T TEL

SEE SHEET 45

UIRED BIKEWAY EMENT PORARY STRUCTION EMENT

TEMPORARY CONSTRUCTION EASEMENT REQUIRED BIKEWAY EASEMENT


DISTRICT

COUNTY

ROUTE

SECTION

SHEET

6-0

MONTGOMERY

0000

MTF

45 OF 46

UPPER MERION TOWNSHIP REVISION NUMBER

REVISIONS

BY

PI STA 132+78.52 = 11 33’15.95” D= 2 00’00.-2” T=289.84’ L=577.72’ R=2864.78’ E=14.62’ PC STA 129+88.68 PT STA 135+66.40

TEMPORARY CONSTRUCTION EASEMENT REQUIRED BIKEWAY EASEMENT LEGAL RIGHT-OF-WAY LINE FOR TOWNSHIP ROAD CONSTRUCTION AND SURVEY BASELINE FIRST AVENUE

ORARY CONSTRUCTION MENT IRED BIKEWAY MENT

DATE

P88 P87

EJ B

P90 P60

FIRST AVE P143 R=135'

ALIGN

129

TJB

R=157'

P146

P77

130

131

P151

P147 P148

P149

P150

132

133

P175 W W V V

TJ B

E

P161 P162 P155

R=70' P81

R=72' P160

P152 P153 R=12.5' P154

134

P86

R=72

.5'

S

P157 P158

R=60' R=60'

R=70' P76

T5

P159 R=8' P156

S

TJ B

R=205'

P163 P164

P173 R=60'

P172 P171 TJ B

P174

P169 P168 P167

P165

P166 R=255'

P170

12.5

P144 R=100'

PL

MATCH WIDTH OF EX. SIDEWALK

P73

W V

12

TJB

P75

MATCH WIDTH OF EX. SIDEWALK

TEL

SIGN BASE

P71

U

N88°33'28"E

T

P145

P70

P91 TJ B

P89

P83

P80

TJ B

R=25'

SEE SHEET 46

30 30

R=70' P142

10

TEL

PARK AVE

T

U

P78

TJ B

P85

P84

P79

R=70'

MATCH WIDTH OF EX. SIDEWALK

°

SEE SHEET 44

TEL

U

128

P141 T

P67

90

UB TJB

UNK UTL

P74

P64

9

P56 R=115'

127

P82

10

P55 P54

P63

ALIGN

TJ B

P69 R=70' P72

10

P57

P65

P68

PC

R=60'

P66

10

T VJ B

P61

10

P53

R=120'

P58

PL

10

P62

12.5

P59

LAYOUT PLAN


DISTRICT

6-0

860 F IR ROUTE

SECTION

SHEET

MONTGOMERY

0000

MTF

46 OF 46

UPPER MERION TOWNSHIP

REVISION NUMBER

REVISIONS

STOP WORK STA 138+ 50.00 FIRST AVENUE

BY

LIMIT OF WORK STA 139+ 50.00 FIRST AVENUE UPPER MERION TOWNSHIP MONTGOMERY COUNTY PL

D

DATE

PI STA 132+78.52 = 11 33’15.95” D= 2 00’00.-2” T=289.84’ L=577.72’ R=2864.78’ E=14.62’ PC STA 129+88.68 PT STA 135+66.40

LEGAL RIGHT-OF-WAY LINE FOR TOWNSHIP ROAD

MATCH WIDTH OF EXISTING SIDEWALK

ST

COUNTY

P100

P96

P99

R=192' R=150'

136

137

N77°00'12"E

T

SEE SHEET 45

P174

T

T

P181

5 P177

T

P184

P182

T

R=10' P180 P179

R=60'

R=50' P186

FIRST AVE

140

141

P185 ALIGN ASPHALT PATH EDGE WITH EXISTING EDGE OF CONCRETE SIDEWALK

P183

PL

P173 R=60 '

10

P178

139

SEE SHEET

P176

138

P102

30

W V

P175 R=72.5'

R=150'

10

135

P94

P98

30

P93

PT

134

10.0

10

P92

P101

P97

P95

R=10'

ALIGN ASPHALT PATH EDGE WITH EXISTING EDGE OF CONCRETE CURB

TEMPORARY CONSTRUCTION EASEMENT REQUIRED BIKEWAY EASEMENT CONSTRUCTION AND SURVEY BASELINE FIRST AVENUE LEGAL RIGHT-OF-WAY LINE FOR TOWNSHIP ROAD

875 F

IRST

AVE. LAYOUT PLAN

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First Avenue Linear Park Roadway Plan  

First Avenue Linear Park Phase 1 project construction drawings that include typical sections, details, elevations, protection & demolition p...

First Avenue Linear Park Roadway Plan  

First Avenue Linear Park Phase 1 project construction drawings that include typical sections, details, elevations, protection & demolition p...

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