06a_3008 ES Plans_final_4.21.26.pdf

O P

E R

A T

O R

F

IL

E N

A M

E h lb o o z

P L

O T

T E

D

P

H L

F S

\P H

L P r o je c ts

\1 P

A C it y o f P h il a T

O I T

S \0

C r e s c e n tv il le

R o a d S ig n a ls

\3 C

A D

D \P la n S e t\

E S

\0 G

E N

E R

A L

N O

T E

S .d g n

DISTRICT COUNTY ROUTE SECTION SHEET

NUMBER

REVISIONS DATE BY

REVISION

6-0 1002PHILADELPHIA

:2

:2

A

M

CITY OF PHILADELPHIA

SBS OF 10

CRESCENTVILLE ROAD

DEPARTMENT OF STREETS

CITY OF PHILADELPHIA

EROSION AND SEDIMENT CONTROL PLAN

UTILITY CONTACTS

(215)301-2735

CONTACT: NICHOLAS KULP

PHILADELPHIA, PA 19120

4501 G STREET

PHILADELPHIA DEPARTMENT OF STREETS

(215)685-6353

CONTACT: ERIC PONERT

PHILADELPHIA, PA 19111

2ND FLOOR JEFFERSON TOWER

1101 MARKET STREET

PHILADELPHIA CITY WATER DEPARTMENT

(215)731-3230

CONTACT: DERRICK WILLIAMS

PHILADELPHIA, PA 19148

2601 S COLUMBUS BLVD

PECO AN EXELON COMPANY C/O USIC

(919)414-2782

CONTACT: VICTOR WOOD

CARY, NC 27513

7000 WESTON PARKWAY

VERIZON BUSINESS FORMERLY MCI

(215)684-6415

CONTACT: JAMES CUMMINGS

PHILADELPHIA, PA 19122

800 W MONTGOMERY AVENUE

PHILADELPHIA GAS WORKS

PHILADELPHIA WATER DEPARTMENT STANDARD EROSION AND SEDIMENT CONTROL NOTES:

5,000 SQUARE FEET."

ENGAGING IN EARTHWORKS, DEFINED AS "CLEARING, GRUBBING, OR EARTH DISTURBANCE OF ANY LAND IN EXCESS OF

(10,000) SQUARE FEET; COMPLETELY OR PARTIALLY DEMOLISHING ANY BUILDING OR STRUCTURE BY IMPLOSION; OR

MORE THAN THREE (3) STORIES, GREATER THAN FORTY (40) FEET TALL, OR ENCOMPASSES MORE THAN TEN THOUSAND

A DUST CONTROL PERMIT WILL BE REQUIRED WHEN COMPLETELY DEMOLISHING A BUILDING OR STRUCTURE THAT IS 37.

DUMPED, OR DISCHARGED AT THE SITE.

287.1 ET SEQ. NO BUILDING MATERIALS OR WASTES OR UNUSED BUILDING MATERIALS SHALL BE BURNED, BURIED, ACCORDANCE WITH THE PA DEP'S SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA CODE 260.1 ET SEQ., 271.1, AND

ALL BUILDING MATERIALS AND WASTES SHALL BE REMOVED FROM THE SITE AND RECYCLED OR DISPOSED OF IN 36.

AND/OR PROPOSED PWD FACILITIES.

ADDITIONAL APPROVALS AND PERMITS REQUIRED FOR ALL WATER SERVICES, METERS, AND CONNECTIONS TO THE EXISTING

CONTACT PWD WATER TRANSPORT RECORDS (1101 MARKET STREET, 2ND FLOOR, PHONE: 215-685-6271) FOR 35.

SPECIFICATIONS", 1985 EDITION, AND "STANDARD DETAILS AND STANDARD SPECIFICATIONS FOR SEWERS", 1985 EDITION.

WITH THE CITY OF PHILADELPHIA WATER DEPARTMENT "WATER MAIN STANDARD DETAILS AND CORROSION CONTROL

ALL WORK ASSOCIATED WITH PWD WATER CONVEYANCE AND SEWER INFRASTRUCTURE SHALL BE DONE IN ACCORDANCE 34.

CHANGE OR DEVIATION FROM THE APPROVED PCSMP IS PERMITTED WITHOUT PRIOR APPROVAL FROM PWD.

DURING CONSTRUCTION, THE SELECTED CONTRACTOR IS EXPECTED TO FOLLOW THE PCSMP APPROVED BY PWD. NO 33.

DEBRIS HAVING POTENTIAL TO CLOG THE BASIN/TRAP OUTLET STRUCTURES AND/OR POLLUTE THE SURFACE WATERS.

SEDIMENT BASINS AND/OR TRAPS SHALL BE KEPT FREE OF ALL CONSTRUCTION WASTE, WASH WATER, AND OTHER 32.

DISTURBED AREAS, SUCH REMOVAL/CONVERSIONS ARE TO BE DONE ONLY DURING THE GERMINATING SEASON.

CONVERSION OF THE E&S BMPS SHALL BE STABILIZED IMMEDIATELY. IN ORDER TO ENSURE RAPID REVEGETATION OF

PERMANENT POST-CONSTRUCTION STORMWATER MANAGEMENT PRACTICES. AREAS DISTURBED DURING REMOVAL OR

AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY E&S BMPS MUST BE REMOVED OR CONVERTED TO 31.

OR UNTIL THEY ARE REPLACED BY ANOTHER BMP APPROVED BY PWD AND PA DEP.

E&S BMPS SHALL REMAIN FUNCTIONAL AS SUCH UNTIL ALL AREAS TRIBUTARY TO THEM ARE PERMANENTLY STABILIZED 30.

SLOPES SHALL BE CAPABLE OF RESISTING FAILURE DUE TO SLUMPING, SLIDING, OR OTHER MOVEMENTS.

PERMANENT NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED EROSION. CUT AND FILL

PERMANENT STABILIZATION AS DEFINED AS A MINIMUM UNIFORM, PERENNIAL 70% VEGETATIVE COVER OR OTHER 29.

LOCATION MAP

NOT TO SCALE

TOTAL DISTURBED AREA (LOD) = 0.40 AC (17,275 SF)

AND MIGRATORY FISHES (MF).

CLASSIFICATION FOR THE TACONY CREEK IS WARM WATER FISHES (WWF)

TACONY CREEK IS THE RECEIVING WATERCOURSE. THE CHAPTER 93

THIS PROJECT IS LOCATED WITHIN THE TACONY CREEK WATERSHED. THE

VERTICAL DATUM.

THE VERTICAL DATUM FOR THIS PLAN IS THE CITY OF PHILADELPHIA

PROJECT LOCATION

REACTIVATED WITHIN ONE YEAR SHALL BE STABILIZED IN ACCORDANCE WITH THE PERMANENT STABILIZATION SPECIFICATIONS.

BE STABILIZED IN ACCORDANCE WITH THE TEMPORARY STABILIZATION SPECIFICATIONS. THOSE AREAS WHICH WILL NOT BE

APPLIED AS DESCRIBED IN THE PLAN. AREAS NOT AT FINISHED GRADE, WHICH WILL BE REACTIVATED WITHIN ONE YEAR, MAY

SHALL STABILIZE ALL DISTURBED AREAS. DURING NON-GERMINATING MONTHS, MULCH OR PROTECTIVE BLANKETING SHALL BE

IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE IN ANY AREA OR SUBAREA OF THE PROJECT, THE OPERATOR 28.

AS OTHERWISE SHOWN ON THE PLAN DRAWINGS, SHALL BE BLANKETED ACCORDING TO THE STANDARDS OF THIS PLAN.

COMPETENT BEDROCK AND ROCK FILLS NEED NOT BE VEGETATED. SEEDED AREAS WITHIN 50 FEET OF A SURFACE WATER, OR

ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY UPON REACHING FINISHED GRADE. CUT SLOPES IN 27.

SPECIFICATION FOR SUBSURFACE DRAIN OR OTHER APPROVED METHOD.

SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN ACCORDANCE WITH THE STANDARD AND 26.

FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES.25.

FROZEN MATERIALS OR SOFT, MUCKY, OR HIGHLY COMPRESSIBLE MATERIALS SHALL NOT BE INCORPORATED INTO FILLS.24.

MATERIALS THAT WOULD INTERFERE WITH OR PREVENT CONSTRUCTION OF SATISFACTORY FILLS.

FILL MATERIALS SHALL BE FREE OF FROZEN PARTICLES, BRUSH, ROOTS, SOD, OR OTHER FOREIGN OR OBJECTIONABLE 23.

ALL EARTHEN FILLS SHALL BE PLACED IN COMPACTED LAYERS NOT TO EXCEED NINE INCHES IN THICKNESS.22.

ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES.

RELATED PROBLEMS. FILL INTENDED TO SUPPORT BUILDINGS, STRUCTURE, AND CONDUITS, ETC. SHALL BE COMPACTED IN

ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, SUBSIDENCE, OR OTHER 21.

OF TOPSOIL.

INCHES OF TOPSOIL IN PLACE PRIOR TO SEEDING AND MULCHING. FILL OUTSLOPES SHALL HAVE A MINIMUM OF TWO INCHES

INCHES ON COMPACTED SOILS - PRIOR TO PLACEMENT OF TOPSOIL. AREAS TO BE VEGETATED SHALL HAVE A MINIMUM FOUR

AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF THREE TO FIVE INCHES - SIX TO 12 20.

WASTES NOTE.

ALL SEDIMENT REMOVED FROM BMPS SHALL BE DISPOSED OF IN THE MANNER DESCRIBED ON SHEET 4 IN THE PROJECT 19.

CORRECTED SHALL BE MAINTAINED ON THE SITE AND BE MADE AVAILABLE TO PWD AT THE TIME OF INSPECTION.

A LOG SHOWING DATES THAT E&S BMPS WERE INSPECTED AS WELL AS ANY DEFICIENCIES FOUND AND THE DATE THEY WERE 18.

OPERATIONS BEGIN.

SHOWN ON THE PLAN MAPS. THESE AREAS MUST BE CLEARLY MARKED AND FENCED OFF BEFORE CLEARING AND GRUBBING

AT NO TIME SHALL CONSTRUCTION VEHICLES BE ALLOWED TO ENTER AREAS OUTSIDE THE LIMIT OF DISTURBANCE BOUNDARIES 17.

FUNCTIONING AS DESCRIBED IN THIS E&S PLAN.

OF THE PROJECT UNTIL THE E&S BMPS SPECIFIED BY THE BMP SEQUENCE FOR THAT STAGE HAVE BEEN INSTALLED AND ARE

CONSTRUCTION SEQUENCE. GENERAL SITE CLEARING, GRUBBING, AND TOPSOIL STRIPPING MAY NOT COMMENCE IN ANY STAGE

CLEARING, GRUBBING, AND TOPSOIL STRIPPING SHALL BE LIMITED TO THOSE AREAS DESCRIBED IN EACH STAGE OF THE 16.

AND OTHER OBJECTIONABLE MATERIAL.

AREAS TO BE FILLED ARE TO BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL TO REMOVE TREES, VEGETATION, ROOTS, 15.

IMPLEMENTATION.

DRAWINGS. DEVIATION FROM THAT SEQUENCE MUST BE APPROVED IN WRITING BY PWD AND THE PA DEP PRIOR TO

ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE SEQUENCE PROVIDED ON THE PLAN 14.

LOCATION OF THE EXISTING UNDERGROUND UTILITIES.

PREVIOUSLY UNMARKED, THE PENNSYLVANIA ONE CALL SYSTEM INC. SHALL BE NOTIFIED AT 1-800-242-1776 FOR THE

AT LEAST THREE (3) DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, OR EXPANDING INTO AN AREA 13.

DISCRETION.

THOSE CHANGES. PWD MAY REQUIRE A WRITTEN SUBMITTAL OF THOSE CHANGES FOR REVIEW AND APPROVAL AT ITS

SITE AT ALL TIMES. PWD SHALL BE NOTIFIED OF ANY CHANGES TO THE APPROVED PLAN PRIOR TO IMPLEMENTATION OF

ACCORDANCE WITH THE APPROVED E&S PLAN. A COPY OF THE APPROVED DRAWINGS MUST BE AVAILABLE AT THE PROJECT

ALL EARTH DISTURBANCES INCLUDING CLEARING AND GRUBBING, AS WELL AS CUTS AND FILLS, SHALL BE DONE IN 12.

REPLACEMENT BMPS, OR MODIFICATIONS OF THOSE INSTALLED, WILL BE REQUIRED.

REMULCHING, AND RENETTING, MUST BE PERFORMED IMMEDIATELY. IF THE E&S BMPS FAIL TO PERFORM AS EXPECTED, PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, REGRADING, RESEEDING, OF ALL E&S BMPS PRIOR TO ANY ANTICIPATED STORM EVENT, AFTER EACH RUNOFF EVENT, AND ON A WEEKLY BASIS. ALL

UNTIL THE SITE IS STABILIZED, ALL E&S BMPS SHALL BE MAINTAINED PROPERLY. MAINTENANCE SHALL INCLUDE INSPECTIONS 11.

POTENTIAL FOR EROSION AND SEDIMENT POLLUTION AND NOTIFY PWD AND PA DEP.

SEDIMENT POLLUTION, THE OPERATOR SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES TO MINIMIZE THE

IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR ACCELERATED EROSION AND/OR 10.

WATER AND ON ALL OTHER DISTURBED AREAS SPECIFIED ON THE PLAN MAPS AND/OR DETAIL SHEETS.

EROSION CONTROL BLANKETING SHALL BE INSTALLED ON ALL SLOPES 3H:1V OR STEEPER WITHIN 50 FEET OF A SURFACE 9.

OUTLET. SEDIMENT MUST BE REMOVED WHEN ACCUMULATIONS REACH 1/3 THE HEIGHT OF THE OUTLET.

ANY FENCE SECTION WHICH HAS BEEN UNDERMINED OR TOPPED MUST BE IMMEDIATELY REPLACED WITH A ROCK FILTER 8.

FILTER FENCE.

MAXIMUM OF 8 FEET. SEDIMENT MUST BE REMOVED WHEN ACCUMULATIONS REACH 1/2 THE ABOVE GROUND HEIGHT OF THE

LEAST 8 FEET UPSLOPE AT 45 DEGREES TO THE MAIN BARRIER ALIGNMENT. SUPPORT STAKES SHALL BE SPACED AT A

FILTER FABRIC FENCE SHOULD BE INSTALLED AT LEVEL GRADE. BOTH ENDS OF EACH FENCE SHOULD BE EXTENDED AT 7.

SHOVELED, OR SWEPT INTO ANY ROADSIDE DITCH, STORM SEWER, OR SURFACE WATER.

ROADWAYS SHALL BE REMOVED AND RETURNED TO THE CONSTRUCTION SITE. IN NO CASE SHALL THE SEDIMENT BE WASHED, MAINTAINED ON-SITE FOR THIS PURPOSE. AT THE END OF EACH CONSTRUCTION DAY, ALL SEDIMENT DEPOSITED ON PAVED

THE ROCK CONSTRUCTION ENTRANCE THICKNESS SHALL BE CONSTANTLY MAINTAINED ON-SITE. A STOCKPILE SHALL BE 6.

NOT EXCEED 2:1.

THE MAXIMUM HEIGHT FOR STOCKPILE AREAS SHALL BE 20 FEET. THE MAXIMUM SIDE SLOPE FOR STOCKPILE AREAS SHALL 5.

WEEKLY BASIS, BEFORE ANY ANTICIPATED PRECIPITATION EVENTS, AND AFTER ALL PRECIPITATION EVENTS.

INSPECTION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES SHALL OCCUR ON A 4.

NEEDED ON CITY-OWNED INFRASTRUCTURE DUE TO FAILURE OF ANY EROSION AND SEDIMENT CONTROL PRACTICES.

ANY EROSION AND SEDIMENT CONTROL PRACTICES. THE CONTRACTOR IS RESPONSIBLE FOR ANY CLEANING OR REPAIRS

PWD IS NOT RESPONSIBLE FOR ANY CLEANING OR REPAIRS NEEDED ON CITY-OWNED INFRASTRUCTURE DUE TO FAILURE OF 3.

PROJECT SITE.

INLET PROTECTION SHOULD BE PROVIDED FOR ALL INLETS OWNED BY PWD THAT ARE LOCATED WITHIN ONE BLOCK OF THE 2.

DESCRIBED IN THIS PLAN, OVER UNDISTURBED VEGETATED AREAS.

DURING CONSTRUCTION. ALL PUMPING OF WATER FROM ANY WORK AREA SHALL BE DONE ACCORDING TO THE PROCEDURE

AN INDUSTRIAL WASTE PERMIT WILL BE REQUIRED SHOULD PUMPING TO CITY-OWNED INFRASTRUCTURE BECOME NECESSARY 1.

STREAM

C R

E S

C E

N T

V I

L L

E

R

A D

T A

C O

N Y

C

E E

K

E

C L

A R E

M O

N T

R

O A

D

ADAMS RUN BLVD

EVIRD

K

R A

T U

N L

W

F

A R I S T

D

I

V E

C H E L T E

N H

M

V E

N U E

C R E E

K

P

K W

Y

T O

O K

A

Y

DATE:

C

T

WE A

M

O M

O N L

F

H

O

N

E P

VS

N

Y L A

A I

N

REGISTERED

CRAIG THOMAS SMITH

NO.PE086830

PROFESSIONAL

ENGINEER

E R

A T

O R

F

IL

E N

A M

E a m t e s t a

P L

O T

T E

D

P

H L

F S

\P H

L P r o je c ts

\1 P

A C it y o f P h il a T

O I T

S \0

C r e s c e n tv il le

R o a d S ig n a ls

\3 C

A D

D \P la n S e t\

E S

\0 S

E Q

U E

N C

E .d g n

DISTRICT COUNTY ROUTE SECTION SHEET

NUMBER

REVISIONS DATE BY

REVISION

6-0 1002PHILADELPHIA

:1

:0

A M

CITY OF PHILADELPHIA

SBS OF 10

CRESCENTVILLE ROAD

DEPARTMENT OF STREETS

CITY OF PHILADELPHIA

EROSION AND SEDIMENT CONTROL PLAN

C

T

WE A

M

O M

O N L

F

H

O

N

E P

VS

N

Y L A

A I

N

REGISTERED

CRAIG THOMAS SMITH

NO.PE086830

PROFESSIONAL

ENGINEER

SEQUENCE OF CONSTRUCTION

SUB-SEQUENCE

PERMANENT STABILIZATION NOTES:1.

SEQUENCE.

TIMES WITHIN THE CONSTRUCTION CONTRACT. THE SUB-SEQUENCE IS THEN SIMPLY REFERENCED BY NUMBER WITHIN THE BODY OF THE MAIN

THE FOLLOWING SUB-SEQUENCE IS INTENDED TO PROVIDE A DETAILED PROCEDURE FOR AN ASPECT OF CONSTRUCTION THAT IS ENCOUNTERED MULTIPLE

RESISTING FAILURE DUE TO SLUMPING, SLIDING, OR OTHER MOVEMENTS.

NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED EROSION. CUT AND FILL SLOPES SHALL BE CAPABLE OF

PERMANENT STABILIZATION IS DEFINED AS A MINIMUM UNIFORM, PERENNIAL 70% VEGETATIVE COVER OR OTHER PERMANENT C.

EROSION AND SEDIMENT CONTROL BMPs SHALL BE IMPLEMENTED AND MAINTAINED UNTIL THE PERMANENT STABILIZATION IS COMPLETED.B.

SEEDED, MULCHED OR OTHERWISE PROTECTED FROM ACCELERATED EROSION AND SEDIMENTATION.

OF AN EARTH DISTURBANCE ACTIVITY OR ANY STAGE OR PHASE OF AN ACTIVITY, THE SITE SHALL BE IMMEDIATELY UPON COMPLETION A.

PWD STANDARD SEQUENCE OF CONSTRUCTION NOTES

"SURFACE WATER."

WATER PUMPED FROM WORK AREAS SHOULD BE TREATED FOR SEDIMENT REMOVAL PRIOR TO DISCHARGING TO A 7.

THE NPDES NOTICE OF TERMINATION (N.O.T.) MUST BE SUBMITTED TO PA DEP UPON COMPLETION OF CONSTRUCTION.6.

STABILIZED. CESSATION OF ACTIVITY FOR FOUR (4) DAYS OR LONGER REQUIRES TEMPORARY STABILIZATION.

AS SOON AS SLOPES, CHANNELS, DITCHES, AND OTHER DISTURBED AREAS REACH FINAL GRADE, THEY MUST BE 5.

FINAL INSPECTION PRIOR TO REMOVAL/CONVERSION OF THE E&S BMPS.

THE OWNER AND/OR OPERATOR SHALL CONTACT INSPECTIONS COORDINATOR OF PWD (OFFICE: 215-685-6387) FOR A

UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, 4.

CLEAN-WASHED STONE.

SEDIMENT ENTERS THE STONE, THE CONTRACTOR MAY BE REQUIRED TO REMOVE THE SEDIMENT AND REPLACE IT WITH

ALL STONE THAT MAKES UP THE (APPLICANT TO NAME EACH INFILTRATION SMP) MUST REMAIN FREE OF SEDIMENT. IF 3.

OF PWD (OFFICE: 215-685-6387) MUST BE CALLED TO SCHEDULE AN INSPECTION FOR EACH SMP.

AT LEAST THREE (3) DAYS PRIOR TO (APPLICANT TO NAME EACH SMP) INSTALLATION, THE INSPECTIONS COORDINATOR 2.

685-6387) MUST BE CALLED TO SCHEDULE A PRECONSTRUCTION MEETING.

215-AT LEAST SEVEN (7) DAYS PRIOR TO ANY EARTH DISTURBANCE, THE INSPECTIONS COORDINATOR OF PWD (OFFICE: 1.

BASELINES INDICATED.

SUBJECT TO REVIEW BY THE CITY PRIOR TO IMPLEMENTATION. STATIONS REPRESENTED IN THE CONSTRUCTION SEQUENCE ARE REFERENCED FROM THE CONSTRUCTION

THE FOLLOWING IS THE SEQUENCE OF STAGING OF EARTH MOVING AND CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ANY REVISIONS TO THE SEQUENCE ARE

REMOVE CFS, CONCRETE WASHOUT, AND INLET PROTECTION ONCE THE SITE IS STABILIZED. 7.

ACHIEVE PERMANENT STABILIZATION OF ALL DISTURBED AREAS WITHIN THE PROJECT LIMITS PER SUB-SEQUENCE #1. 6.

REMOVE ALL TRAFFIC CONTROL DEVICES AFTER THE COMPLETION OF WORK AS INDICATED ON THE TRAFFIC CONTROL PLAN. 5.

AND TRAFFIC SIGNAL PLANS.

CONSTRUCT PROPOSED BUS STOP, CURBING, SIDEWALK, PAVEMENT RESTORATION AND INSTALL SIGNAL IMPROVEMENTS AS INDICATED ON THE ROADWAY 4.

PLAN.

REMOVE ALL STAGE 1 TRAFFIC CONTROL DEVICES AND INSTALL THE STAGE 2 TRAFFIC CONTROL DEVICES AS INDICATED ON THE TRAFFIC CONTROL 3.

AVENUE (SR 1002)/ADAMS RUN BOULEVARD INTERSECTION AS INDICATED ON THE TRAFFIC CONTROL PLAN.

CONSTRUCT THE PROPOSED CHANNELIZING ISLAND EXTENSION FOR THE NORTHEAST QUADRANT OF THE CRESCENTVILLE ROAD (SR 1002)/ADAMS 2.

INSTALL THE TRAFFIC CONTROL DEVICES FOR STAGE 1 AS INDICATED ON THE TRAFFIC CONTROL PLAN.2.

CONTAINER AS NEEDED.

INSTALL COMPOST FILTER SOCK (CFS) AND INLET PROTECTION IN THE EXISTING INLETS AS INDICATED ON THE PLAN SET. INSTALL CONCRETE WASHOUT 1.

E R

A T

O R

F

IL

E N

A M

E a m t e s t a

P L

O T

T E

D

P

H L

F S

\P H

L

P r o je c ts

\1

P A

C it y o f P h il a

T O

I T

S \0

C r e s c e n tv il le

R o a d

S ig n a ls

\3

C A

D D

\P la n

S e t\

E S

\0

S

I T

E S

O I L

S .d g n

DISTRICT COUNTY ROUTE SECTION SHEET

NUMBER

REVISIONS DATE BY

REVISION

6-0 1002PHILADELPHIA

:1

:0

A M

CITY OF PHILADELPHIA

SBS OF 10

CRESCENTVILLE ROAD

DEPARTMENT OF STREETS

CITY OF PHILADELPHIA

EROSION AND SEDIMENT CONTROL PLAN

C

T

WE A

M

O M

O N L

F

H

O

N

E P

VS

N

Y L A

A I

N

REGISTERED

CRAIG THOMAS SMITH

NO.PE086830

PROFESSIONAL

ENGINEER

LIMITATION: RESOLUTIONS:

SLOPE

SYMBOL

SOIL

SOIL NAME

LEGEND OF SOIL TYPES

UdC URBAN LAND - CHESTER COMPLEX 8-15%

AUG 1-OCT 15

MARCH 15-JUNE 1

42.0

800.0 140.0

FORMULA B:

FORMULA AND SPECIES (LBS)

PER 1000 SY

SEEDING RATE

SEASON (LBS)

PER 1000 SY

LIMESTONE

SOIL SUPPLEMENTS

FERTILIZER

(LBS)

PER 1000 SY (LBS)

PER 1000 SY

MULCHING

PURITY

MINIMUM %

GERMINATION

WEED SEED

MAXIMUM %

SEEDING CHART

E&S SEEDING MEASURES

*SOIL WITHIN LIMIT OF DISTURBANCE

WEIGHT

% BY

2. PLACE MULCH IMMEDIATELY AFTER SEEDING OR WITHIN 48 HOURS AFTER SEEDING IS COMPLETED.

Ch CODORUS SILT LOAM 0-3%

URBAN LAND 0-8%

MbF MANOR LOAM 25-60%

KENTUCKY BLUEGRASS MIXTURE

CREEPING RED FESCUE

PERENNIAL RYEGRASS

160 (WOOD FIBER)

1200 (HAY)

50.0

30.0

20.0

97.0

97.0

97.0

80.0

85.0

90.0

0.15

0.10

0.10

STRENGTH/LANDSLIDE PRONE, SLOW PERCOLATION, PIPING, FROST ACTION, WETNESS

SATURATED ZONE/SEASONAL HIGH WATER TABLE, HYDRIC/HYDRIC INCLUSIONS, LOW

CAVING OF CUT BANKS, CORROSIVE TO CONCRETE AND STEEL, FLOODING, DEPTH TO

TOPSOIL, SHRINK-SWELL

STRENGTH/LANDSLIDE PRONE, SLOW PERCOLATION, PIPING, POOR SOURCE OF

CAVING OF CUT BANKS, CORROSIVE TO CONCRETE, EASILY ERODIBLE, LOW

DEPTH TO SATURATED ZONE/SEASONAL HIGH WATER TABLE, FROST ACTION

TOPSOIL, FROST ACTION

STRENGTH/LANDSLIDE PRONE, SLOW PERCOLATION, PIPING, POOR SOURCE OF

CAVING OF CUTBANKS, COROSSIVE TO CONCRETE, EASILY ERODIBLE, LOW

LIMITATION

SINKHOLES OR KARST-RELATED FEATURES.

THE PA DEPARTMENT OF CONSERVATION AND NATURAL RESOURCES WAS REFERENCED TO DETERMINE THAT THE PROJECT AREA IS NOT SUSCEPTIBLE TO 4.

AND RELATED ITEMS.

CONTRACTORS WILL BE RESPONSIBLE FOR THE PROPER CONSTRUCTION, STABILIZATION AND MAINTENCE OF ALL EROSION AND SEDIMENT POLLUTION CONTROLS 3.

INSTALL E&S BMPS IN ACCORDANCE WITH THE SEQUENCE OF CONSTRUCTION.2.

THE SOIL SURVEY MAPPING AND DATA WAS OBTAINED FROM THE USDA'S NATURAL RESOURCE CONSERVATION SERVICE (NRCS) WEB SOIL SURVEY.1.

NOTES:

FLOODING

SHRINK-SWELL

WETNESS

HYDRIC/HYDRIC INCLUSIONS

FROST ACTION

POOR SOURCE OF TOPSOIL

PIPING

SLOW PERCOLATION

LOW STRENGTH/LANDSLIDE PRONE

EASILY ERODIBLE

HIGH WATER TABLE

DEPTH TO SATURATED ZONE/SEASONAL

CORROSIVE TO CONCRETE AND STEEL

CUTBANKS CAVE

CONSTRUCTION.

HAVE FILTER BAGS AVAILABLE DURING

SHOWN ON THE PLANS

AVOID PONDING WITH PROPER GRADING AS

LIMIT EXCAVATION.

LIMIT EXCAVATION.

LIMIT EXCAVATION DURING WINTER MONTHS.

WITH TOPSOIL FURNISHED AND PLACED.

REMOVE UNSUITABLE TOPSOIL AND REPLACE

CONSTRUCTION.

AND FILTER BAGS AVAILABLE DURING

SHOWN ON THE PLANS AND HAVE BYPASS PUMPS

AVOID PONDING WITH PROPER GRADING AS

AVAILABLE DURING CONSTRUCTION.

HAVE BYPASS PUMPS AND FILTER BAGS

USE EROSION CONTROL BLANKETING AS NEEDED.

STABILIZE AREAS PROMPTLY.

PLACE E&S BMPs PRIOR TO EARTH DISTURBANCE.

AVAILABLE DURING CONSTRUCTION.

HAVE BYPASS PUMPS AND FILTER BAGS

WITH CONCRETE AND STEEL.

SHOWN ON THE PLANS AND MINIMIZE CONTACT

AVOID PONDING WITH PROPER GRADING AS

AS SOON AS POSSIBLE.

TEMPORARY SHORING. STABILIZE CUT SLOPES

LIMIT GRADING IN THESE AREAS. USE

Ub*

USE FORMULA B SEED MIXTURE WITH TEMPORARY ULTRA SHORT-TERM, ROLLED EROSION CONTROL PRODUCT FOR SLOPES 3:1 OR FLATTER-

1. STABILIZE DISTURBED AREAS IMMEDIATELY WITH SEEDING AND SOIL SUPPLEMENTS AS FOLLOWS:

E R

A T

O R

F

IL

E N

A M

E a m t e s t a

P L

O T

T E

D

P

H L

F S

\P H

L

P r o je c ts

\1

P A

C it y o f P h il a

T O

I T

S \0

C r e s c e n tv il le

R o a d

S ig n a ls

\3

C A

D D

\P la n

S e t\

E S

\0

M

A I N

T E

N A

N C

E N

O T

E S

.d g n

DISTRICT COUNTY ROUTE SECTION SHEET

NUMBER

REVISIONS DATE BY

REVISION

6-0 1002PHILADELPHIA

:1

:0

A M

CITY OF PHILADELPHIA

SBS OF 10

CRESCENTVILLE ROAD

DEPARTMENT OF STREETS

CITY OF PHILADELPHIA

EROSION AND SEDIMENT CONTROL PLAN

C

T

WE A

M

O M

O N L

F

H

O

N

E P

VS

N

Y L A

A I

N

REGISTERED

CRAIG THOMAS SMITH

NO.PE086830

PROFESSIONAL

ENGINEER

E&S BMP - INSPECTION, MAINTENANCE, AND REPAIR

BAG

FILTER

INLET

WASHOUT

CONCRETE

SOCK

FILTER

COMPOST

ITEM 867 OF PENNDOT PUB 408, SHOWN WITH THE COMPOST FILTER SOCK DETAIL.

SOCKS SHALL BE REPLACED PER THE MINIMUM FUNCTIONAL LONGEVITY LISTED IN -

REPLACED WITHIN 24 HOURS OF INSPECTION.

SOCKS SHALL BE REPAIRED ACCORDING TO MANUFACTURER'S SPECIFICATIONS OR

SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. DAMAGED -

ELSEWHERE IN THE PLAN.

ABOVEGROUND HEIGHT OF THE SOCK AND DISPOSED IN THE MANNER DESCRIBED

ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES HALF THE -

EXTRA FILTER BAGS SHALL BE MAINTAINED ON SITE FOR REPLACEMENT OF BAGS.-

NEEDED REPAIRS ARE TO BE INITIATED IMMEDIATELY AFTER THE INSPECTION.-

DAMAGED OR CLOGGED FILTER BAGS ARE TO BE REPLACED.-

ACCUMULATED SEDIMENT IS TO BE DISPOSED IN AN APPROVED MANNER.-

FLOODING OR BYPASSING OF THE INLET.

HALF FULL OR WHEN FLOW CAPACITY HAS BEEN REDUCED SO AS TO CAUSE

FILTER BAGS SHALL BE EMPTIED, CLEANED AND/OR REPLACED WHEN THE BAG IS -

RUNOFF EVENT.

INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH -

FACILITY.

PLASTIC LINERS SHALL BE REPLACED WITH EACH CLEANING OF THE WASHOUT -

LEVEL AS SPECIFIED BY MANUFACTURER.

ACCUMULATED MATERIALS ARE TO BE REMOVED WHEN THEY REACH THE CLEANOUT -

IMMEDIATELY.

LEAKING WASHOUTS SHALL BE DEACTIVATED AND REPAIRED OR REPLACED

ALL CONCRETE WASHOUT FACILITIES SHALL BE INSPECTED DAILY. DAMAGED OR -

MAINTENANCE NOTES

MATERIALS, WASTES, OR UNUSED BUILDING MATERIALS AT THE SITE.

AND 287.1 ET SEQ. DO NOT BURN, BURY, DUMP, OR DISCHARGE ANY BUILDING

SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA. CODE 260.1 ET SEQ., 271.1,

FROM THE SITE AND RECYCLE OR DISPOSE OF IN ACCORDANCE WITH PA DEP'S

WITH THE ROADWAY IMPROVEMENT. REMOVE ALL BUILDING MATERIALS AND WASTES

ANTICIPATED FOR THIS PROJECT ARE CONCRETE, STEEL, AND PAVEMENT ASSOCIATED

PROJECT SITE AND PROPERLY DISPOSED OF OR RECYCLED. CONSTRUCTION WASTES

WASTES ARE IDENTIFIED DURING INSPECTION THEY SHOULD BE REMOVED FROM THE

DEBRIS, AND SEDIMENT THAT HAVE ACCUMULATED IN THE E&S BMPS. IF THESE

PROJECT WASTES DURING OPERATION AND MAINTENANCE CONSIST OF VEGETATION,

REDISTURBED WITHIN 1 YEAR.

DISTURBED AREAS WHICH ARE EITHER AT FINISHED GRADE OR WILL NOT BE

YEAR. SEED AND MULCH WITH A PERMANENT SEED MIXTURE AND MULCH ALL

WHICH ARE NOT AT FINISHED GRADE AND WHICH WILL BE REDISTURBED WITHIN 1

QUICK GROWING TEMPORARY SEEDING MIXTURE AND MULCH ALL DISTURBED AREAS

MARCH 15), APPLY MULCH AT THE RECOMMENDED RATES. SEED AND MULCH WITH A

WHICH WILL REMAIN EXPOSED. DURING NON-GERMINATING PERIODS (OCTOBER 15 TO

AND MULCH IMMEDIATELY ANY DISTURBED AREA ON WHICH ACTIVITY HAS CEASED AND

THE REQUIREMENTS OF PENNDOT PUBLICATION 408, SECTION 804 AND 805. SEED

PLACE ALL SEEDING SOIL SUPPLEMENTS AND MULCHING ITEMS IN ACCORDANCE WITH

TO DISCOURAGE WEED GROWTH.

MOW VEGETATION WHENEVER NECESSARY TO MAINTAIN A PLEASING APPEARANCE AND

MINIMIZE SOIL COMPACTION IN BED AREAS OF PERMANENT BIORETENTION FACILITIES.

DOCUMENTING THE TIME AND BMP TYPE.

INSPECTIONS AND MAINTENANCE REPAIRS SHOULD BE LOGGED IN A WRITTEN REPORT

MODIFICATIONS TO THOSE INSTALLED WILL BE REQUIRED.

SEDIMENT CONTROL BMPs FAIL TO PERFORM AS EXPECTED REPLACEMENT BMPs OR

REMULCHING AND RENETTING MUST BE PERFORMED IMMEDIATELY. IF EROSION AND

WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, REGRADING, RESEEDING,

EVENT AND ON A WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE

INSPECTION OF ALL EROSION AND SEDIMENT CONTROL BMPs AFTER EACH RUNOFF

MAINTAINED PROPERLY BY THE CONTRACTOR. MAINTENANCE MUST INCLUDE

UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT CONTROL BMPs MUST BE

PRODUCT

CONTROL

EROSION

ROLLED

CALENDAR DAYS.

DAMAGED OR DISPLACED RECP SHALL BE RESTORED OR REPLACED WITHIN 4 -

TO A MINIMUM UNIFORM 70% COVERAGE THROUGHOUT THE RECP AREA.

AND AFTER EACH RUNOFF EVENT UNTIL PERENNIAL VEGETATION IS ESTABLISHED

ROLLED EROSION CONTROL PRODUCT (RECP) AREAS SHALL BE INSPECTED WEEKLY -

E R

A T

O R

F

IL

E N

A M

E a m t e s t a

P L

O T

T E

D

P

H L

F S

\P H

L P r o je c ts

\1 P

A C it y o f P h il a T

O I T

S \0

C r e s c e n tv il le

R o a d S ig n a ls

\3 C

A D

D \P la n S e t\

E S

\0 D

E T

A I L

S .d g n

DISTRICT COUNTY ROUTE SECTION SHEET

NUMBER

REVISIONS DATE BY

REVISION

6-0 1002PHILADELPHIA

:1

:0

A M

CITY OF PHILADELPHIA

SBS OF 10

CRESCENTVILLE ROAD

DEPARTMENT OF STREETS

CITY OF PHILADELPHIA

EROSION AND SEDIMENT CONTROL PLAN

C

T

WE A

M

O M

O N L

F

H

O

N

E P

VS

N

Y L A

A I

N

REGISTERED

CRAIG THOMAS SMITH

NO.PE086830

PROFESSIONAL

ENGINEER

MIN

12"

SECTION C-C

PLAN

C C

CONCRETE WASHOUT DETAIL

NOT TO SCALE

CONCRETE WASHOUT NOTES:

NOT TO SCALE

FLOW

FILTER SOCK WHEN NO LONGER NEEDED.

REMOVE AND PROPERLY DISPOSE OF COMPOST 5.

RIPPED OR TORN.

REPLACE COMPOST FILTER SOCK IMMEDIATELY IF 4.

COMPOST FILTER SOCK.

IS ONE-HALF THE HEIGHT OF THE EXPOSED

REMOVE DEPOSITS WHEN SEDIMENT ACCUMULATION 3.

ENSURE PROPER FUNCTIONING OF THE SOCK.

RUNOFF EVENT. MAINTAIN AS REQUIRED TO

INSPECT COMPOST FILTER SOCK AFTER EACH 2.

MAY BE HAZARDOUS TO VEHICULAR TRAFFIC.

WHERE PONDING WATER OR INLET PROTECTION

DO NOT USE INLET PROTECTION ON ROADWAYS 1.

PUBLIC.

SECTION 107 - LEGAL RELATIONS AND RESPONSIBILITY TO THE

6. CONCRETE WASHOUT IS INCIDENTAL TO PENNDOT PUBLICATION 408

STROM DRAINS, OPEN DITCHES OR SURFACE WATERS.

CONCRETE WASHOUT IS NOT TO BE PLACED WITHIN 50 FEET OF 5.

WATERS OR GROUNDWATER SYSTEMS.

CONCRETE WASHOUT WATER IS NOT ALLOWED TO ENTER ANY SURFACE 4.

WASHOUT PRIOR TO INSTALLING THE SOCKS.

PLACE HEAVY GAUGE PLASTIC SHEETING AT LOCATION OF THE 3.

DIAMETER SOCKS IN PYRAMIDAL CONFIGURATION FOR ADDED HEIGHT.

18" DIAMETER FILTER SOCK MAYBE STACKED ONTO DOUBLE 24" 2.

INSTALL ON FLAT GRADE FOR OPTIMUM PERFORMANCE.1.

10 MIL MIN THICKNESS

HEAVY GAUGE PLASTIC SHEETING

RING HEIGHT

WASHOUT WATER IS 50% OF FILTER

MAXIMUM DEPTH OF CONCRETE

WASHOUT

INCIDENTAL TO CONCRETE

PLACED 5' OC

2"x2"x36" WOOD STAKES

SIDE OF FILTER RING

UPSLOPE

4' MIN OVERLAP ON

WATER INTO FILTER RING

DIRECT CONCRETE WASHOUT

CONCRETE WASHOUT

INCIDENTAL TO

PLACED 5' OC

2"x2"x36" WOOD STAKES

SOCK, 12" DIAMETER

COMPOST FILTER

INLET STATIONING ROUTE

51+34 RT SR 1002 (CRESCENTVILLE ROAD)

ITEM NO. 0867-0012

INCIDENTAL TO CONCRETE WASHOUT

24" DIAMETER

COMPOST FILTER SOCK,

INCIDENTAL TO CONCRETE WASHOUT

24" DIAMETER

COMPOST FILTER SOCK,

SR 1002 (CRESCENTVILLE ROAD)54+73 RT

SR 1002 (CRESCENTVILLE ROAD)56+85 LT

SR 1002 (CRESCENTVILLE ROAD)59+66 LT

ADJACENT SIDEWALK

INLET, CURB, AND

EXISTING OPEN MOUTH

OPEN MOUTH INLET PROTECTION

OPEN MOUTH INLET PROTECTION NOTES:

PROTECTION SCHEDULE

COMPOST FILTER SOCK FOR OPEN MOUTH INLET

OPEN MOUTH INLET PROTECTION SCHEDULE

E R

A T

O R

F

IL

E N

A M

E a m t e s t a

P L

O T

T E

D

P

H L

F S

\P H

L P r o je c ts

\1 P

A C it y o f P h il a T

O I T

S \0

C r e s c e n tv il le

R o a d S ig n a ls

\3 C

A D

D \P la n S e t\

E S

\0 D

E T

A I L

S .d g n

DISTRICT COUNTY ROUTE SECTION SHEET

NUMBER

REVISIONS DATE BY

REVISION

6-0 1002PHILADELPHIA

:1

:0

A M

CITY OF PHILADELPHIA

SBS OF 10

CRESCENTVILLE ROAD

DEPARTMENT OF STREETS

CITY OF PHILADELPHIA

EROSION AND SEDIMENT CONTROL PLAN

C

T

WE A

M

O M

O N L

F

H

O

N

E P

VS

N

Y L A

A I

N

REGISTERED

CRAIG THOMAS SMITH

NO.PE086830

PROFESSIONAL

SECTION VIEW

UNDISTURBED AREA

SOCK

FILTER

COMPOST

EXISTING

CONTOURS

DISTURBED AREA

F L

O W

F L

O W

DISTURBED AREA

FILTER MEDIA

BLOWN/PLACED

COMPOST FILTER SOCK

UNDISTURBED AREA

PLAN VIEW

MATERIAL TYPE

(MFPP)

POLYPROPYLENE

MULTI-FILAMENT

(HDMFPP)

POLYPROPYLENE

MULTI-FILAMENT

HEAVY DUTY

CHARACTERISTICS

MATERIAL

DEGRADABLE

PHOTO-

DEGRADABLE

BIO-

DEGRADABLE

PHOTO-

DEGRADABLE

PHOTO-

DIAMETERS

SOCK

18"

12"

32"

24"

18"

12"

32"

24"

18"

12"

DEGRADABLE

PHOTO-

32"

24"

18"

12"

32"

24"

18"

12"

MESH OPENING

STRENGTH

TENSILE

(ASTM G-155)

STRENGTH

ORIGINAL

STABILITY %

ULTRAVIOLET

LONGEVITY

FUNCTIONAL

MINIMUM

TWO-PLY SYSTEMS

3/8" 3/8" 3/8" 3/8" 1/8"

26 PSI 26 PSI 44 PSI

COMPOST SOCK FABRIC MINIMUM SPECIFICATIONS

1000 HR.

23% AT

1000 HR.

23% AT

1000 HR.

100% AT

1000 HR.

100% AT

6 MONTHS 9 MONTHS 6 MONTHS 1 YEAR 2 YEARS

INNER CONTAINMENT NETTING

OUTER FILTRATION MESH

SOCK FABRICS COMPOSED OF BURLAP MAY BE USED ON PROJECTS LASTING 6 MONTHS OR LESS

HDPE BIAXIAL NET

CONTINUOUSLY WOUND

FUSION WELDED JUNCTURES

202 PSI

3"

M

IN

(SEE NOTE 8)

ON CENTER MAX

PLACED 10 FT

STAKES

2" x 2" WOODEN

(SEE NOTE 8)

PLACED 10 FT ON CENTER

2" x 2" WOODEN STAKES

COMPOST FILTER SOCK NOTES:

ON CENTER (SEE NOTE 8)

PLACED 10 FT

CONCRETE BLOCKS

COMPOST FILTER SOCK

3 mil HDPE 5 mil HDPE 5 mil HDPE

ORGANIC MATTER CONTENT

MAN-MADE INERT CONTAMINANTS

pH

MOISTURE CONTENT

PARTICLE SIZE

SOLUBLE SALT CONCENTRATION

LESS THAN 1% (DRY WEIGHT BASIS)

5.5-8.5

COMPOST STANDARDS TABLE

5.0 dS/M (MMHOS/CM) MAXIMUM

SECURE CFS WHEN PLACED ON CONCRETE.

8.USE WOODEN STAKES TO SECURE CFS WHEN PLACED ON GRASS. USE CONCRETE BLOCKS TO

THE MESH SHALL BE CUT OPEN AND THE MULCH SPREAD AS A SOIL SUPPLEMENT.

THE SOCK MAY BE LEFT IN PLACE AND VEGETATED OR REMOVED. IN THE LATTER CASE,

UPON STABILIZATION OF THE AREA TRIBUTARY TO THE SOCK, STAKES SHALL BE REMOVED. 7.

ACCORDING TO MANUFACTURER'S RECOMMENDATIONS.

PHOTODEGRADABLE SOCKS AFTER 1 YEAR. POLYPROPYLENE SOCKS SHALL BE REPLACED

BIODEGRADABLE COMPOST FILTER SOCKS SHALL BE REPLACED AFTER 6 MONTHS; 6.

REPLACED WITHIN 24 HOURS OF INSPECTION.

DAMAGED SOCKS SHALL BE REPAIRED ACCORDING TO MANUFACTURER'S SPECIFICATIONS OR

COMPOST FILTER SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. 5.

ELSEWHERE IN THE PLAN.

HEIGHT OF THE COMPOST FILTER SOCK AND DISPOSED IN THE MANNER DESCRIBED

ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES 1/2 THE ABOVE GROUND 4.

TRAFFIC SHALL NOT BE PERMITTED TO CROSS COMPOST FILTER SOCKS.3.

AND THE SLOPE OF ITS TRIBUTARY AREA.

COMPOST FILTER SOCK SHALL NOT EXCEED THAT SPECIFIED FOR THE SIZE OF THE SOCK

TO THE MAIN COMPOST FILTER SOCK ALIGNMENT. MAXIMUM SLOPE LENGTH ABOVE ANY

COMPOST FILTER SOCK SHALL BE EXTENDED AT LEAST 8 FEET UP SLOPE AT 45 DEGREES

COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE 2.

STANDARDS TABLE.

SPECIFICATIONS TABLE. COMPOST SHALL MEET THE STANDARDS OF THE COMPOST

SOCK FABRIC SHALL MEET STANDARDS SHOWN IN THE COMPOST SOCK FABRIC MINIMUM 1.

30%-60% (DRY WIEGHT BASIS)

(DRY WEIGHT BASIS)

SIEVE8

30%-50% PASS THROUGH

(SEE NOTE 8)

10' ON CENTER

PLACED

CONCRETE BLOCK

25%-100% (DRY WEIGHT BASIS)

3/4" X 3/4" MAX. APERTURE SIZE

3/16" MAX. APERTURE SIZE

MECHANICALLY FUSED VIA NEEDLE PUNCH)

(WOVEN LAYER AND NON-WOVEN FLEECE

COMPOSITE POLYPROPYLENE FABRIC

NOT TO SCALE

18" CFS ITEM NO. 0867-0018

COMPOST FILTER SOCK SCHEDULE

ROUTE CFS NO

(IN)

SIZE

(FT)

LENGTH

SLOPE

(FT)

ABOVE BARRIER

SLOPE LENGTH

LOCATION

CFS-1 18 581 STA 53+12, RT TO STA 58+51, RT66.2SR 1002

18 59.0 STA 301+41, LT TO STA 301+63, RTADAMS AVENUE CFS-2 28 2.5

10.6

N/A

N/A

E R

A T

O R

F

IL

E N

A M

E a m t e s t a

P L

O T

T E

D

P

H L

F S

\P H

L P r o je c ts

\1 P

A C it y o f P h il a T

O I T

S \0

C r e s c e n tv il le

R o a d S ig n a ls

\3 C

A D

D \P la n S e t\

E S

\0 D

E T

A I L

S .d g n

DISTRICT COUNTY ROUTE SECTION SHEET

NUMBER

REVISIONS DATE BY

REVISION

6-0 1002PHILADELPHIA

:1

:0

A M

CITY OF PHILADELPHIA

SBS OF 10

CRESCENTVILLE ROAD

DEPARTMENT OF STREETS

CITY OF PHILADELPHIA

EROSION AND SEDIMENT CONTROL PLAN

C

T

WE A

M

O M

O N L

F

H

O

N

E P

VS

N

Y L A

A I

N

REGISTERED

CRAIG THOMAS SMITH

NO.PE086830

PROFESSIONAL

INLET PROTECTION NOTES:

ISOMETRIC VIEW

49"

PIPE

GRATE

BAG

GEOTEXTILE

DETAILS.

MANUFACTURER'S

BAG AS PER

SUSPEND GEOTEXTILE

12" CFS

NOT TO SCALE

NOT TO SCALE

INLET STATIONING ROUTE

52+40 LT SR 1002 (CRESCENTVILLE ROAD)

INLET PROTECTION SCHEDULE

INLET TYPE

OPEN MOUTH GRATE

52+82 LT GRATE SR 1002 (CRESCENTVILLE ROAD)

53+08 RT

53+09 RT

53+52 LT

54+73 RT

57+00 RT

OPEN MOUTH GRATE

OPEN MOUTH GRATE

OPEN MOUTH GRATE

GRATE

OPEN MOUTH GRATE

SR 1002 (CRESCENTVILLE ROAD)

SR 1002 (CRESCENTVILLE ROAD)

SR 1002 (CRESCENTVILLE ROAD)

SR 1002 (CRESCENTVILLE ROAD)

SR 1002 (CRESCENTVILLE ROAD)

PASSING A NO. 40 SIEVE.

A MINIMUM TRAPEZOIDAL TEAR STRENGTH OF 50 LBS. FILTER BAGS SHALL BE CAPABLE OF TRAPPING ALL PARTICLES NOT

THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., A MINIMUM BURST STRENGTH OF 200 PSI, AND 7.

REMOVE AND PROPERLY DISPOSE OF INLET FILTER BAG WHEN NO LONGER NEEDED.6.

USE 12" CFS AT OMG INLET CURB OPENINGS TO PREVENT BYPASS FLOW.5.

REPLACE FILTER BAG IF RIPPED OR TORN.4.

BEEN REDUCED SO AS TO CAUSE FLOODING OR BYPASSING OF THE INLET.

REMOVE ACCUMULATED SEDIMENT/DEBRIS WHEN THE INLET FILTER BAG REACHES HALF FULL OR WHEN FLOW CAPACITY HAS 3.

REPAIRS SHALL BE INITIATED IMMEDIATELY AFTER INSPECTIONS.

PROPER FUNCTIONING OF THE BAG. A SUPPLY SHALL BE MAINTAINED ON SITE FOR REPLACEMENT OF BAGS. ALL NEEDED

INSPECT INLET FILTER BAGS ON A WEEKLY BASIS AND AFTER EACH RUNOFF EVENT. MAINTAIN AS REQUIRED TO ENSURE 2.

VEHICULAR TRAFFIC.

DO NOT USE INLET PROTECTION ON ROADWAYS WHERE PONDING WATER OR INLET PROTECTION MAY BE HAZARDOUS TO 1.

INLET (ELEVATION VIEW)

INLET FILTER BAG FOR GRATE

GRATE INLET (ELEVATION VIEW)

INLET FILTER BAG FOR OPEN MOUTH

OPEN MOUTH GRATE200+73 RT ADAMS RUN BOULEVARD

59+79 RT OPEN MOUTH GRATE SR 1002 (CRESCENTVILLE ROAD)

ITEM NO. 9000-0048

ITEM NO. 9000-0049

NOT TO SCALE

E R

A T

O R

F

IL

E N

A M

E a m t e s t a

P L

O T

T E

D

P

H L

F S

\P H

L P r o je c ts

\1 P

A C it y o f P h il a T

O I T

S \0

C r e s c e n tv il le

R o a d S ig n a ls

\3 C

A D

D \P la n S e t\

E S

\0 D

E T

A I L

S .d g n

DISTRICT COUNTY ROUTE SECTION SHEET

NUMBER

REVISIONS DATE BY

REVISION

6-0 1002PHILADELPHIA

:1

:0

A M

CITY OF PHILADELPHIA

SBS OF 10

CRESCENTVILLE ROAD

DEPARTMENT OF STREETS

CITY OF PHILADELPHIA

EROSION AND SEDIMENT CONTROL PLAN

C

T

WE A

M

O M

O N L

F

H

O

N

E P

VS

N

Y L A

A I

N

REGISTERED

CRAIG THOMAS SMITH

NO.PE086830

PROFESSIONAL

TYPICAL SLOPE CROSS-SECTION

FIGURE 2

ANCHOR PATTERNS FOR SLOPES

1:1 OR STEEPER

ANCHOR PATTERN FOR

(INCLUDING 2:1)

BETWEEN 2:1 AND 1:1

ANCHOR PATTERN FOR SLOPES

FIGURE 1

(INCLUDING 3:1)

BETWEEN 3:1 AND 2:1

ANCHOR PATTERN FOR SLOPES

SLOPES FLATTER THAN 3:1

ANCHOR PATTERN FOR

MATERIAL

EMBANKMENT

MATERIAL

EMBANKMENT

VOID

SOIL

SOIL

GROUND LINE

EXISTING

GROUND LINE

EXISTING

ANCHORS(TYP)

NOTES

LACK OF CONTINUOUS CONTACT

CONTINUOUS CONTACT

INITIAL ANCHOR TRENCH

INTERMITTENT CHECK SLOT

CROSS-SECTION

TYPICAL V-DITCH

TERMINAL ANCHOR TRENCH

EMBANKMENT MATERIAL (TYP)

MATERIAL (TYP)

EMBANKMENT

EMBANKMENT MATERIAL (TYP)

DETAIL A GROUND LINE

EXISTING

WIDTH, AS INDICATED

FLOW

FLOW

FLOW

AS REQUIRED

ANCHOR PATTERN,

EMBANKMENT MATERIAL (TYP)

1'-6"

3'-0"

PLACE 2 ANCHORS/SY

PLACE 2½ ANCHORS/SY

1'-6"

3'-0"

1'-0"

6"

BACKFILL

COMPACTED

6"

6"

6"

MIN

2'-0" - 3'-0"

12"

" 12"

4"

4"

MIN

2'-0" - 3'-0"

"3

3'-0" 3'-0"

PLACE 1 ANCHOR/SY

PLACE 1½ ANCHORS/SY

4"

3"

4"

12"

SEE DETAIL A

END

UPSTREAM

END

DOWNSTREAM

GROUND LINE

EXISTING

SEE NOTE 5

SEE NOTE 6

2'-0" - 3'-0", DETAILS

ANCHOR PATTERN

ANCHOR (TYP), SEE

SEE NOTE 4

DETAILS

SEE ANCHOR PATTERN

ANCHOR (TYP),

SEE NOTE 3

DETAILS

SEE ANCHOR PATTERN

ANCHOR (TYP),

SEE ANCHOR DETAILS

ANCHORS (TYP)

SEE NOTE 6

2'-0" - 3'-0", ROLLED EROSION CONTROL PRODUCT NOTES

WITH SURFACE, SEE NOTE 1

CONTROL PRODUCT WITH PROPER CONTACT

TEMPORARY SHORT-TERM, ROLLED EROSION

CONTROL PRODUCT AND SURFACE

TEMPORARY SHORT-TERM, ROLLED EROSION

PROVIDE CONTINUOUS CONTACT BETWEEN

REMOVE OBSTRUCTIONS AND FILL VOIDS TO

WITH SURFACE, SEE NOTE 1

CONTROL PRODUCT, WITHOUT PROPER CONTACT

TEMPORARY SHORT-TERM, ROLLED EROSION

PENNDOT PUBLICATION 408, SECTION 806.2(d).

2. PROVIDE ANCHORING DEVICES IN ACCORDANCE WITH

EROSION CONTROL PRODUCT AND THE SOIL.

BETWEEN THE TEMPORARY SHORT-TERM, ROLLED

1. ESTABLISH AND MAINTAIN CONTINUOUS CONTACT

INDICATED

EROSION CONTROL PRODUCT, AS

TEMPORARY SHORT-TERM, ROLLED

7. PLACE 2½ ANCHORS/SY FOR TRENCHES, DITCHES, AND CHANNELS.

THE CREST OF CHANNEL SIDE WHENEVER POSSIBLE.

6. EXTEND TEMPORARY SHORT-TERM, ROLLED EROSION CONTROL PRODUCT, 2'-0" - 3'-0" ABOVE

ROLLED EROSION CONTROL PRODUCT WITHOUT SEPARATION FROM THE SOIL.

CHANNEL TO ENSURE WATER FLOW TRANSITIONS SMOOTHLY ONTO THE TEMPORARY SHORT-TERM,

5. EXCAVATE TERMINAL ANCHOR TRENCH 1'-0" DEEP AND 6" WIDE ACROSS THE WIDTH OF THE

BENEATH THE TEMPORARY SHORT-TERM, ROLLED EROSION CONTROL PRODUCT.

EROSION CONTROL PRODUCT TO PREVENT LOOSE SOIL FROM BEING TRANSPORTED DOWNSTREAM

CHANNEL AT 25'-0" TO 30'-0" ALONG THE LENGTH OF THE TEMPORARY SHORT-TERM, ROLLED

4. EXCAVATE INTERMITTENT CHECK SLOT 6" DEEP AND 6" WIDE ACROSS THE WIDTH OF THE

CONTROL PRODUCT.

CHANNEL TO PREVENT UNDERMINING OF THE TEMPORARY SHORT-TERM, ROLLED EROSION

3. EXCAVATE INITIAL ANCHOR TRENCH 1'-0" DEEP AND 6" WIDE ACROSS THE WIDTH OF THE

806.2(d).

2. PROVIDE ANCHORING DEVICES IN ACCORDANCE WITH PENNDOT PUBLICATION 408, SECTION

ROLLED EROSION CONTROL PRODUCT AND THE SOIL.

1. ESTABLISH AND MAINTAIN CONTINUOUS CONTACT BETWEEN THE TEMPORARY SHORT-TERM,

NOT TO SCALE

TYPE 1A ITEM NO. 0806-0100

EROSION CONTROL PRODUCT

TEMPORARY ULTRA SHORT-TERM, ROLLED

E R

A T

O R

F

IL

E N

A M

E a m t e s t a

P L

O T

T E

D

P

H L

F S

\P H

L

P r o je c ts

\1

P A

C it y o f P h il a

T O

I T

S \0

C r e s c e n tv il le

R o a d

S ig n a ls

\3

C A

D D

\P la n

S e t\

E S

\0

P

L N

.d g n

DISTRICT COUNTY ROUTE SECTION SHEET

NUMBER

REVISIONS DATE BY

REVISION

6-0 1002PHILADELPHIA

:1

:0

A M

CITY OF PHILADELPHIA

SCALE

SBS OF 10

25 50 FEET0

CRESCENTVILLE ROAD

DEPARTMENT OF STREETS

CITY OF PHILADELPHIA

EROSION AND SEDIMENT CONTROL PLAN

C

T

WE A

M

O M

O N L

F

H

O

N

E P

VS

N

Y L A

A I

N

REGISTERED

CRAIG THOMAS SMITH

NO.PE086830

PROFESSIONAL

ENGINEER

LP

TLP

LP

TLP

S

S

W

TLP

D Y

H

W

W

S

W

S

S

S

TLP

S

'H

S to n e

W a ll

'H S to ne W al l

C O

N C

C U

R B

GRAVEL

CONC. CURB

C O

N C

C U

R B

CONC. CURB

CONC. CURB

CONC. CURB

CONC. CURB

CURB

BL. STONE

CURB

CONC.

CONC. FTW.

CONC. FTW.

CONC. FTW.

CONC. FTW.

T

Y P

G U

ID

E R

A

IL

FENCE

3'H WOOD

PAD

CONC.

Inv. 65.22

Grate 69.29

Grate Inlet

Open Mouth

Inlet

Grate 68.57

Inv. Inaccessible

(Heavy Traffic)

Inv. 66.01

Grate 70.11

Grate Inlet

Open Mouth

EM

Open Mouth

Grate Inlet

Grate 69.06

Inv. 65.16 Open Mouth

Grate Inlet

Grate 69.64

Inv. 65.29

City Inlet

Rim 73.67

Inv. 69.24

Crescentville Road

Crescentville Road

Godfrey Avenue

A d a m s v e n u e

City Inlet

Rim 71.65

Inv. 67.14

(No Pipes Visible)

Inv. Inaccessible

Grate 81.33

Grate Inlet

Open Mouth

(Typ.)

Deciduous Tree

R ig h t o f

W a y

R ig h t o f

W a y

Right of Way

Right of Way

Right of Way

Right of Way

12"

10"

Inlet

Grate 73.45

Inv. Inaccessible

(No Pipes Visible)

(Height Varies)

Conc. Wall

(NO CURVE)

Δ =00°10'10" LT

PI STA 2+41.41

1 2 3 40 5

S °3

7' "E

686766

CONSTR �

ADAMS RUN

A D A

S

N

C O

N S

D A

RESTORATION

PROPOSED PAVEMENT

PROPOSED SIDEWALK

PROPOSED CURB

LEGEND

INLET PROTECTION

CONSTR �

SR 1002

LIMIT OF DISTURBANCE

FILL LINE

CURB GUTTERLINE

STA 2+00.00

START WORK

SR 1002 (CRESCENTVILLE ROAD)

LEGAL RIGHT-OF-WAY LINE

LEGAL RIGHT-OF-WAY LINE

S R

A D

A

V

E N

U E

ADAMS RUN

STOP WORK

STA 200+50.00

WAY LINE

RIGHT-OF-

LEGAL

ROAD CONSTR �

CRESCENTVILLE

CRESCENTVILLE ROAD

LEGAL RIGHT-OF-WAY LINE

W A Y

L I

N E

R I

G H T

O F

L E

G

F

W A Y

L I

N E

L E

G

I

G H T

COMPOST FILTER SOCK, 18"

MnF

UugD

SOIL BOUNDARY

UdC

Ch

W

Ro

UbB

PRODUCT, TYPE 1A

ROLLED EROSION CONTROL

SR 1002 STA 52+70.76 =

CRESCENTVILLE ROAD =

SR 1002 STA 300+00.00

START WORK

STA 48+00.00

CRESCENTVILLE ROAD

CITY OF PHILADELPHIA

HOLDINGS LP AND ADIR LP

6060 CRESCENTVILLE

COMPANY

HOLDING

RUN

ADAMS

CONSTR �

GUTTERLINE

CURB

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

CFS-1

CFS-2

STA 302+25.00

SEG 0050 OFFSET 0225

CITY OF PHILADELPHIA

PHILADELPHIA COUNTY

LIMIT OF WORK

SR 1002

STA 301+75.00

SR 1002

START WORK

SEG 0050 OFFSET 0175

STOP WORK

STA 52+70.76

CRESCENTVILLE ROAD

SR 1002 STA 52+86.50 =

ADAMS RUN STA 200+00.00

START WORK

STA 200+00.00

ADAMS RUN

EXISTING CITY INLET

RIM 74.09

GRADE ADJUSTMENT

TO BE RESET

INLET PLACEMENT DETAIL

SEE CURB TRANSITION AT

EXISTING CITY INLET

TG 73.57

GRADE ADJUSTMENT

TO BE RESET

S E

E S

H E

PROTECTION

INLET

OPEN MOUTH

12" CFS FOR

PROTECTION

MOUTH INLET

12" CFS FOR OPEN

TO BE RESET

EXISTING 4' OMG INLET

TO BE RESET

EXISTING 4' OMG INLET

E R

A T

O R

F

IL

E N

A M

E a m t e s t a

P L

O T

T E

D

P

H L

F S

\P H

L

P r o je c ts

\1

P A

C it y o f P h il a

T O

I T

S \0

C r e s c e n tv il le

R o a d

S ig n a ls

\3

C A

D D

\P la n

S e t\

E S

\1

P

L N

.d g n

DISTRICT COUNTY ROUTE SECTION SHEET

NUMBER

REVISIONS DATE BY

REVISION

6-0 1002PHILADELPHIA

:1

:1

A M

CITY OF PHILADELPHIA

SCALE

SBS OF 10

25 50 FEET0

S E

E S

H E

CRESCENTVILLE ROAD

DEPARTMENT OF STREETS

CITY OF PHILADELPHIA

EROSION AND SEDIMENT CONTROL PLAN

C

T

WE A

M

O M

O N L

F

H

O

N

E P

VS

N

Y L A

A I

N

REGISTERED

CRAIG THOMAS SMITH

NO.PE086830

PROFESSIONAL

ENGINEER

GG

S

WW

G

GW

G

SCO

W

W

G

SCOSCO

W WW

SCO

SCO

S

SCOSCOSCO

W W

W

W

WW

G G

GG

WW

SCO

W

SCO

GG

WW

W

G

D

Y

H

WW

G

W

SW

S

S

W

S

W

S

D

Y

H

CONC. CURB

CONC. CURB

CONC. CURB

CONC. CURB CONC. CURB

C O

N C

C U

R B

C O

N C

C U

R B

CONC. CURB CONC. CURB CONC. CURB

CONC. CURB

CONC. FTW. CONC. FTW.

CONC.

DRIVEWAY

CONC. FTW. CONC. FTW.

D.S.

111.87

Open Mouth

Grate Inlet

Grate 95.91

Inv. 91.16

Crescentville Road

City Inlet

Rim 95.57

Inv. Inaccessible

(No Pipes Visible)

City Inlet

Rim 107.95

Inv. 103.11

City Inlet

Rim 108.51

Inv. 103.19

INLET

GRATE 98.63

INV. INACCESSIBLE

(NO PIPES VISIBLE)

City Inlet

Rim 82.56

Inv. 77.34

Storm Grate

El. 94.24

ASPHALT

PARKING AREA

7'H ORNATE IRON

FENCE

GATE

'H

W O

O D

F E

N C

E

PLANTER BOX

W/ BUSHES 2'H Stone Wall

WALL

2'H STONE

2 STORY

STONE BUILDING

2'H Stone Wall Right of Way

Right of Way Right of Way

RIGHT-OF-WAY

RESERVED FOR CONSTRUCTION,

RECONSTRUCTION, REPAIRS AND

MAINTENANCE OF SEWERS.

UNDERGROUND STRUCTURES

SCO

SCO SCO

SCO

SCO

Inv. 78.91

Grate 83.46

Grate Inlet

Open Mouth

6 7 8 9 11 12 1310

57 58 59 61 62 63 6460

74 75 76

80 82

84 86

BM-2

CONSTR �

SR 1002

CURB GUTTERLINE

STOP WORK

SR 1002 (CRESCENTVILLE ROAD)

WAY LINE

LEGAL RIGHT-OF-

OF-WAY LINE

LEGAL RIGHT-

LEGAL RIGHT-OF-WAY LINE

CONSTR �

CURB GUTTERLINE

UdC

McE

Ch

Ub

MbF

UugB

STA 7+58.55

SR 1002

SEG 34 OFF 1674

70+79.00

STOP WORK

PHILADELPHIA COUNTY

CITY OF PHILADELPHIA

SR 1002

SEG 34 OFF 1624

71+29.00

LIMIT OF WORK

CITY OF PHILADELPHIA

WAY LINE

LEGAL RIGHT-OF-

RESTORATION

PROPOSED PAVEMENT

PROPOSED SIDEWALK

PROPOSED CURB

LEGEND

INLET PROTECTION

LIMIT OF DISTURBANCE

FILL LINE

COMPOST FILTER SOCK, 18"

MnF

UugD

SOIL BOUNDARY

PRODUCT, TYPE 1A

ROLLED EROSION CONTROL

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

CFS-1

PROTECTION

MOUTH INLET

12" CFS FOR OPEN

PROTECTION

INLET

OPEN MOUTH

12" CFS FOR

TO BE RESET

EXISTING 4' OMG INLET

Text1: 03-10-2026