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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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ROUTE
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SHEET
6-0
MONTGOMERY
0000
MTF
3 OF 46
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
DISTRICT
COUNTY
ROUTE
SECTION
SHEET
6-0
MONTGOMERY
0000
MTF
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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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COUNTY
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SHEET
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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COUNTY
ROUTE
SECTION
SHEET
6-0
MONTGOMERY
0000
MTF
6 OF 46
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
DISTRICT
COUNTY
ROUTE
SECTION
SHEET
6-0
MONTGOMERY
0000
MTF
7 OF 46
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
FOU EU
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COUNTY
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27 OF 46
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DISTRICT
DATE
BY
EU
REVISIONS
V
EU V
5
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EXISTING PROPERTY OWNER SIGN AND PLANTING TO REMAIN AND LEGAL RIGHT-OF-WAY LINE BE PROTECTED FOR TOWNSHIP ROAD REFER TO SIGNAL PLANS
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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
W
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)
W
W
W
W
W
W
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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)
W
FIRST AVENUE ROAD DIET IMPROVEMENTS. ECMS NO. 102480
W
PROPERTY LINE
W
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.
W
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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EX
ASPHALT PAVING TO BE REMOVED, (ITEM NO. 0203-0001 CLASS 1 EXCAVATION) PLANTING TO BE REMOVED, (ITEM NO. 0201-0001)
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CONCRETE SIDEWALK TO BE REMOVED, (ITEM NO. 0203-0001 CLASS 1 EXCAVATION)
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.
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PLANT PROTECTION ZONE (ITEM NO. 9000-0320)
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SELECTIVE TREE REMOVAL (ITEM NO. 0810-0052)
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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
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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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.
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6-0
MONTGOMERY
0000
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29 OF 46
UPPER MERION TOWNSHIP REVISION NUMBER
REVISIONS
TEMPORARY CONSTRUCTION EASEMENT
BUS SHELTER-SALVAGE & RETURN TO OWNER
CONSTRUCTION AND SURVEY BASELINE FIRST AVENUE 11 5
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0 11
EXISTING GUIDE RAIL AND FOOTINGS TO BE REMOVED
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EXISTING PROPERTY OWNER SIGN AND PLANTING TO REMAIN AND BE PROTECTED
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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
REQUIRED BIKEWAY EASEMENT LEGAL RIGHT-OF-WAY LINE FOR TOWNSHIP ROAD
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ASPHALT PAVING TO BE REMOVED, (ITEM NO. 0203-0001 CLASS 1 EXCAVATION) PLANTING TO BE REMOVED, (ITEM NO. 0201-0001)
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PROTECTION AND DEMOLITION PLAN
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860 F IR ROUTE
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SHEET
MONTGOMERY
0000
MTF
30 OF 46
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6-0
ST
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UPPER MERION TOWNSHIP
S
REVISION NUMBER
REVISIONS
DATE
BY
S S
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
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S
105
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REFER TO SIGNING AND PAVEMENT MARKING PLAN
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LEGAL RIGHT-OF-WAY LINE FOR TOWNSHIP ROAD 110
REFER TO SIGNING AND PAVEMENT MARKING PLAN.
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11
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EXISTING PROPERTY OWNER SIGNS TO REMAIN AND BE PROTECTED
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110
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140 S
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115
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120
120
11
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TEMPORARY CONSTRUCTION EASEMENT
G G
G
S
W
W
S
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
S
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)
S
CONCRETE SIDEWALK TO BE REMOVED, (ITEM NO. 0203-0001 CLASS 1 EXCAVATION)
FOU S
W
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CONSTRUCTION AND SURVEY BASELINE FIRST AVENUE LEGAL RIGHT-OF-WAY LINE FOR TOWNSHIP ROAD
120
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REQUIRED BIKEWAY EASEMENT
120
125
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115
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T
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141
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FOU FOU
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120
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5
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137
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SEE SHEET 29
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S S
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136
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TU
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105
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TUCOM EU
COM
W
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110
FOU
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FOU
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FOU
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FOU
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TU COM EU
W
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TU
G
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135
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FOU
TU
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COM
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105
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30
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GG
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134
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100
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120
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875 F
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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6-0
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31 OF 46
UPPER MERION TOWNSHIP REVISION NUMBER
REVISIONS
DATE
BY
LEGAL RIGHT-OF-WAY LINE FOR TOWNSHIP ROAD PLAIN CEMENT CONCRETE CURB
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
EJ B
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EU
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107
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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
ROADWAY PLAN
LEGEND LEGAL RIGHT-OF-WAY PL
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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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
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REFER TO POST CONSTRUCTION STORMWATER MANAGEMENT PLAN FOR RAIN GARDEN
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BENCH (ITEM NO. 9000-0551), REFER TO DETAIL 1/SHEET 6 OF 46 FOR CONCRETE PAD DIMENSIONS AND ANCHORING
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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.
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SEE SHEET 33
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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
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TU T
V
V
TU
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TU
T
T
V
V
V
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TU
T V
V
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TU
V
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V TU T
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W W
W W
W W
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V TU
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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
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T TU
FOU
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TU T
FOU
TU T
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V TU
WV
FOU
T
V
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V FOU
FOU
W W V
W W V
W W
V
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W W
W W
T W W
V
TV
V
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V ELEC
V FOU
T
T
TU
V
FOU
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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
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FOU G
T
TU
S
G
FOU G
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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
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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
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TTU
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T FOU
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T
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T FOU FOU V
V
TU
T
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FOU
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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
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G F
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W
W
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T TU FOU
W
W
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W
W
T V T
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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
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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
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W
W
TJ B
TU COM EU
E
TJ B
EU
E
G
E EE U
TU U T GT U
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E
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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
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W
W
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TU
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133 S
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132
131
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LANDSCAPE
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TU
TU
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30 LOCUST
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T
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TU T
G
FOU
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TU
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TJB V
W
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130
S
S
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FOU
FOU
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134
S
S
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FOU
S
S
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TU U T T U
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V
TU
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W
W
S
N88°33'28"E
S
FOU
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W
V FOU
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W
G
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W
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FOU FOU
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129
G
G
G
G
GS
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FOU
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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
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128
TU
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V
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127 S
TU
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TU
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SEE SHEET 33
TU
T TU
TU
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FOU
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TR
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TU T
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30
S
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30
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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
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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
0°
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
First Avenue Linear Park Phase 1 project construction drawings that include typical sections, details, elevations, protection & demolition p...
Published on Feb 19, 2020
First Avenue Linear Park Phase 1 project construction drawings that include typical sections, details, elevations, protection & demolition p...