W912BU24B0003-AM0002-Dwgs-correct.pdf

PDF 4 MB Posted Aug 2, 2024

Attached to: W912BU24B0003 -Abington Environmental Infrastructure Section 566
Solicitation number: W912BU24B0003
Issued by: Department of the Army Corps of Engineers Engineering District Philadeplhia

About this file

Written by GovTribe AI · Aug 2, 2024

This document appears to be a set of construction drawings and technical specifications for the Abington Environmental Infrastructure Improvement project in Abington Township, Pennsylvania. The project is being solicited by the U.S. Army Corps of Engineers, Philadelphia District, under Solicitation Number W912BU24B0003.

The key details include:

Construction drawings for improvements to Roychester Park and Grove Run Park, including stream restoration, sanitary sewer upgrades, and other site work.
Relevant specifications and details, such as typical sections, profiles, and erosion and sediment control notes.
Project site locations, existing conditions, and proposed construction activities are detailed across multiple drawing sheets.
The solicitation is an Invitation for Bids (IFB), with no site visit scheduled by the government. Prospective bidders are invited to visit the site and submit Request for Information (RFI) questions.
The contract will be awarded by the U.S. Army Corps of Engineers, Philadelphia District.

View the file

Other files

File	Type	Posted
W912BU24B0003-AM0002-Specs-correct.pdf	PDF	Aug 2, 2024
W912BU24B0008-AM0002-Specs.pdf	PDF	Aug 2, 2024
W912BU24B0008-AM0002-Dwgs.pdf	PDF	Aug 2, 2024
24B0003 Amend 0001 - 7-31-24-final.pdf	PDF	Jul 31, 2024
W912BU24B0003-Specs.pdf	PDF	Jul 3, 2024
W912BU24B0003-Dwgs.pdf	PDF	Jul 3, 2024

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

UTILITY POLE W/GUY

PLAN SYMBOLS LEGEND

UTILITY POLE

LIGHT POLE

GUARD POST

SIGN POST

LIMIT OF DISTURBANCE

MARSH

TREE

CONTRACTOR ACCESS AREA

X X X

UTILITIES LINE TYPE LEGEND

CP CULVERT PIPE

STREAM CENTERLINE/SURVEY-

CONSTRUCTION BASELINE

DOG PARK FENCE

DRAIN, STORM

PROPERTY LINE

CABLE TELEVISION

WETLANDS LIMIT

NATURAL GAS LINE

DRAIN, UNDERGROUND

ELECTRIC, OVERHEAD

FIBER OPTICS, UNDERGROUND

FIBER OPTICS, AERIAL

EXISTING SANITARY SEWER

WATER

ELECTRIC, UNDERGROUND

338 CONTOUR LINE

CIVIL LINE TYPE LEGEND

COMMUNICATION, AERIAL

COMMUNICATION, UNDERGROUND

CONTRACTOR WORK LIMIT

W C

COMMUNICATION PULL BOX

COMMUNICATION VAULT POST INDICATOR VALVE

WELL

WATER METER

WATER VALVE

MONITORING WELL

FIRE HYDRANT

BOLLARD

CATCH BASIN

PHOTO CENTER

SURVEY MONUMENT

GAS MARKER

GAS METER

GAS VALVE

CLEAN OUT

SPOT ELEVATION

STORM DRAIN INLET

SLOPE LINE

AFS

UNDERGROUND STORAGE TANK

TRANSFORMER

GENERATOR

ABOVE GROUND FUEL STORAGE

TREE PROTECTION FENCE

GENERAL NOTES:

1. ELEVATIONS ARE EXPRESSED IN FEET AND TENTHS OF A FOOT AND REFER TO THE NORTH AMERICAN VERTICAL DATUM

(NAVD) 1988.

2. HORIZONTAL CONTROL IS REFERENCED TO THE PENNSYLVANIA STATE PLANE COORDINATE SYSTEM (NAD 1983) SOUTH.

3. THE CONTRACTOR WORK LIMIT LINES SHALL BE AS SHOWN ON SHEETS C-109 TO C-112.

4. THE CONTRACTOR SHALL STAGE AND ACCESS THE SITE FROM THE LOCATIONS SHOWN ON SHEETS C-109 TO C-112.

5. THE SITE CONDITION SURVEYS ARE A RESULT OF SURVEYS CONDUCTED IN MAY OF 2017, AND CAN ONLY BE CONSIDERED REPRESENTATIVE OF THE CONDITIONS OCCURRING AT THAT TIME. UPON CONTRACT AWARD, THE CONTRACTOR SHALL

FIELD VERIFY THE SURVEYED EXISTING CONDITIONS ON THE CONTRACT PLANS.

6. THE CONTRACTOR MUST COORDINATE WITH ALL APPROPRIATE UTILITY COMPANIES FOR MARK-OUT OF ONSITE UTILITIES PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL NOTIFY THE PA ONE CALL SYSTEM VIA WWW.PA1CALL.ORG OR DIALING 811, FROM 3 TO 10 BUSINESS DAYS PRIOR TO ANY CONSTRUCTION ACTIVITIES ON SITE.

7. THE EROSION AND SEDIMENT CONTROL PLAN INCLUDED IN THIS SET OF PLANS IS FOR BIDDING PURPOSES ONLY AND IS PERMITTED UNDER PADEP CHAPTER 105 WAIVER 16. THE CONTRACTOR SHALL PRODUCE THEIR OWN PLAN AND SUBMIT TO USACE FOR APPROVAL. IF SUBMITTED PLAN CHANGES EROSION AND SEDIMENT CONTROL DESIGN, THE CONTRACTOR WILL

BE RESPONSIBLE FOR REVIEW AND APPROVAL BY PADEP. SEE SPECIFICATIONS.

8. THE CONTRACTOR SHALL STAKE OUT WETLAND BOUNDARIES TO ENSURE WETLANDS ARE NOT DISTURBED DURING

CONSTRUCTION .

9. ALL TREES WITHIN GRADING LIMITS TO BE MARKED BY CONTRACTOR, WITH VERIFICATION OF REMOVAL BY C.O.R. PRIOR TO CLEARING. ALL TREES REMOVED SHALL BE INCORPORATED INTO CHANNELS WITHIN THE WORK AREA AS DIRECTED BY C.O.R. FOR BIDDING PURPOSES CONTRACTOR SHALL ASSUME TEN TREES OF AT LEAST 30 INCHES IN DIAMETER TO BE

REMOVED.

10. INSTALL SIGNS AND SAFETY FENCING AROUND ALL CONSTRUCTION AREAS DURING THE COURSE OF THE ENTIRE PROJECT.

SAFETY FENCING CAN BE REMOVED AFTER WORK IS COMPLETED IN A CERTAIN AREA. ALL CONSTRUCTION WORK SHOULD

BE ADEQUATELY FENCED DURING ACTIVE CONSTRUCTION.

SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

GRASS PLANTINGS

X-1011

VIEW NAME

MATCHLINE MATCHLINE

RE: X-XXX RE: X-XXX

X-101

CLOUD

REVISION & AMENDMENT

CLOUD AND SYMBOL

REVISION SYMBOL

(NUMERIC)

AMENDMENT SYMBOL

(ALPHA)

1 a

VIEW TITLE SYMBOL SECTION CUT SYMBOL

VIEW IDENTIFICATION NUMBER

VIEW NAME

DIRECTION OF VIEW

CALLOUT SYMBOL

CALLOUT AREA VIEW

MATCHLINE SYMBOL

CALLOUT IDENTIFICATION

NUMBER

DETAIL SHEET

REF NUMBER

DRAWING SHEET

MATCHING REFERENCE

NUMBER

DRAWING SHEET SYMBOLS

GRAPHIC BAR SCALE SYMBOLS

SECTION IDENTIFICATION NUMBER

DETAIL SHEET

REF NUMBER

PRIMARY

SCALE

EXTENSION

SCALE

V: X X X X X

X X X XH: X

SCALE IN FEET/METERS

(TYPICAL BAR SCALE)

SCALE IN FEET/METERS

(HORIZONTAL/VERTICAL BAR SCALE)

CONTRACTOR STAGING

AND STORAGE AREA

MANHOLE

TEST PIT

GEOTECHNICAL SYMBOLS

REMOVAL OR DEMOLITION

SDI

CO VERTICAL CONTROL

(BENCH MARK)

HORIZONTAL

CONTROL POINT

PRIMARY

SCALE

EXTENSION

SCALE

X X X XX

HATCH LEGEND

DIRECTION OF

MAGNETIC NORTH

NNORTH

PLAN

MAGNETIC

NORTH

PLAN

NORTH

NORTH SYMBOLS

ABBREVIATIONS

ABBRV DESCRIPTION ABBRV DESCRIPTION ABBRV DESCRIPTION

AD AREA DRAIN FDN FOUNDATION PSI POUNDS PER SQUARE INCH

ADDL ADDITIONAL FF FINISHED FLOOR PVC POLYVINYL CHLORIDE

AFF ABOVE FINISHED FLOOR FIN FINISH RAD RADIUS

BD BOARD FL FLOOR REINF REINFORCEMENT

BIT BITUMINOUS FM FORCE MAIN REM REMOVABLE

BL or BASE LINE FT FOOT, FEET ROW RIGHT OF WAY

BLDG BUILDING FTG FOOTING S SOUTH

BM BEAM G GROUND SCH SCHEDULE

BMP BEST MANAGEMENT PRACTICE GOVT GOVERNMENT SECT SECTION

BOT BOTTOM GR GRADE SPEC SPECIFICATION

BVCE BEGINNING OF VERTICAL CURVE ELEVATION HORIZ HORIZONTAL SPRT SUPPORT

BVCS BEGINNING OF VERTICAL CURVE STATION HS HIGH STRENGTH SQ SQUARE

CL or CENTERLINE HT HEIGHT SST STAINLESS STEEL

CMU CONCRETE MASONRY UNIT HVY HEAVY STA STATION

CO CLEAN OUT IN INCH STD STANDARD

COL COLUMN INSUL INSULATION, INSULATED STRUCT STRUCTURAL

CONC CONCRETE IINT INTERIOR SUSP SUSPENDED

CONSTR CONSTRUCTION INV INVERT SYS SYSTEM

CONT CONTINUOUS LL LIVE LOAD TEMP TEMPORARY

CTRL CONTROL LP LOW POINT TD TRENCH DRAIN

CWL CONTRACTOR WORK LIMITS LT LIGHT TDO TRENCH DRAIN OUTLET PIPE

DET DETAIL LVC LENGTH OF VERTICAL CURVE TELE TELEPHONE

DGA DENSE GRADED AGGREGATE JCT JUNCTION TOPO TOPOGRAPHY

DIA DIAMETER MATL MATERIAL TYP TYPICAL

DIM DIMENSION MAX MAXIMUM UD UNDERDRAIN

DL DEAD LOAD MIN MINIMUM UDO UNDERDRAIN OUTLET PIPE

DWG DRAWING MISC MISCELLANEOUS UE UNDERGROUND ELECTRIC

E EAST N NORTH UGND UNDERGROUND

EA EACH NLT NOT LESS THAN UNO UNLESS NOTED OTHERWISE

ECM EROSION CONTROL MAT NTS NOT TO SCALE UOP UNDERDRAIN OUTLET PIPE

EJ EXPANSION JOINT OC ORIGINAL CONSTRUCTION UXO UNEXPLODED ORDINANCE

EL ELEVATION OD OUTSIDE DIAMETER VB VINYL BASE

ELEC ELECTRIC OH OVERHEAD VC VERTICAL CURVE

EOP EDGE OF PAVEMENT OPG OPENING VCT VINYL COMPOSITION TILE

EOS EDGE OF SHOULDER OPP OPPOSITE VOL VOLUME

EQ EQUAL PC POINT OF CURVE VERT VERTICAL

EQUIP EQUIPMENT PD PAVEMENT DRAIN VTR VENT THROUGH ROOF

EXH EXHAUST PI POINT OF INFLECTION W/ WITH

EXIST or (E) EXISTING PIV POST INDICATOR VALVE W WEST

EXP EXPANSION, EXPOSED POT POINT OF TANGENT WL WATER LEVEL

EXP JT EXPANSION JOINT PMP PROBABLE MAXIMUM PRECIPITATION WS WATER SURFACE

EXT EXTERIOR PNL PANEL W/O WITHOUT

FIG FIGURE SINGLE PSF POUNDS PER SQUARE FOOT

WETLANDS RIPARIAN BUFFER

ENHANCEMENT

RIPARIAN BUFFER PLANTING LIMITS

FORESTED FLOODPLAIN

RESTORATION

WALKING TRAIL

SANITARY SEWER

338 EXISTING CONTOUR LINE

EXISTING FOREST LIMITS

SF SF FILTER SOCK

IN-STREAM DISTURBANCE

UPLAND SOIL DISTURBANCE

PUMPED WATER FILTER BAG

SEDIMENT TRAP

SANDBAG COFFERDAM

FLOODWAY LIMITS

ABANDON IN PLACE

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

PHILADELPHIA

C-001

P, P

L I

2B U2

L N

A D

N a a

INV 18 RCP

336.47

CDD

335.02

CDD

334.82

CLEVELAND AVE

D A

CORINTHIAN AVE

ROYCHESTER PARK

REMOVE EXISTING

CONCRETE CULVERT

(SEE SECTION 5/C-301)

(OPTION 2)

CONTRACTOR STAGING AREA. ACCESS MUST BE MAINTAINED TO

ALLOW FULL ACCESS TO THE TOWNSHIP OFFICE BUILDING.

COORDINATE EXTENTS OF STAGING AREA WITH THE COR TO

MAINTAIN BUILDING ACCESS AND VISITOR PARKING.

N 302379 E 2706848

N 302272 E 2707028

N 302433 E 2707262

N 302471 E 2707231

N 302521 E 2707291

N 302471 E 2707360

N 302391 E 2707280

N 302347 E 2707300

N 302296 E 2707205

N 302238 E 2707145

N 302119 E 2707184

N 302109 E 2707160

N 302220 E 2707122

N 302182 E 2707058

N 302173 E 2706989

N 302179 E 2706895

EXISTING MANHOLE #340

TO REMAIN

EX. INV IN= 316.96

EX. INV OUT= 316.92

TIE EXISTING SANITARY LINE

INTO NEW MANHOLE (DOGHOUSE)

(SEE DETAIL 3/C-502)

N 302429 E 2706884

ABANDON EXISTING 10"

SANITARY SEWER

CONSTRUCTION ENTRANCE

(TYP.)

TP-2

CONSTRUCTION

ENTRANCE

EXISTING STORMWATER

POND IMPROVEMENTS

EXISTING SANITARY

SEWER LINE TO REMAIN

EXISTING PARKING LOT

EXISTING BUILDING

EXISTING SANITARY

SEWER LINE TO REMAIN

REMOVE EXISTING

MH # 339

EX. INV. IN=316.25

EX. INV. OUT= 316.21

EXISTING STORM PIPE

EXISTING STORM MH

EXISTING STORM INLET (TYP.)

EXISTING

HEADWALL

3+ 004+

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

-DA

-W

2B U2

C-

5 E

XIS

TIN

ITI

S -

.dw g

LIT

- R

P, P

C-105

PHILADELPHIA

NORTH

PLAN

1 EXISTING CONDITIONS & DEMOLITION - ROYCHESTER PARK1 EXISTING CONDITIONS & DEMOLITION - ROYCHESTER PARK

C H

E M

N E

R E:

C -1

-1

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEETS C-109 AND C-110 FOR ROYCHESTER PARK PLAN.

3. SEE SHEET C-103 FOR CHANNEL GEOMETRY.

4. SEE SHEET C-401 FOR SANITARY SEWER PROFILES.

CJB

328.57

319.10

REMOVE EXISTING CONCRETE CULVERT

(SEE SECTION 5/C-301) (OPTION 3)

CONTRACTOR STAGING AREA. ACCESS MUST BE

MAINTAINED TO ALLOW FULL ACCESS TO THE

TOWNSHIP OFFICE BUILDING. COORDINATE

EXTENTS OF STAGING AREA WITH THE COR TO

MAINTAIN BUILDING ACCESS AND VISITOR

PARKING.

N 302301 E 2706629

N 302363 E 2706658

N 302411 E 2706626

N 302499 E 2706636

N 302506 E 2706761

N 302470 E 2706719

N 302468 E 2706673

N 302442 E 2706657

N 302346 E 2706772

N 302281 E 2706791

N 302205 E 2706825

N 302231 E 2706814

N 302241 E 2706604

N 302196 E 2706392

N 302158 E 2706368

N 302151 E 2706329

N 302176 E 2706253

N 302220 E 2706230

EXISTING MANHOLE #233

TO REMAIN

CONSTRUCTION

ENTRANCE (TYP.)

ABANDON AND CAP

EXISTING 10" SANITARY

SEWER (TYP.)

TP-1

REMOVE EXISTING

MH # 338

EX. INV IN = 315.21

EX. INV OUT= 315.17

EXISTING

HEADWALL

EXISTING CULVERT

EXISTING STORM PIPE

EXISTING GROWING

GREEN IMPROVEMENTS

EXISTING GROWING

GREEN IMPROVEMENTS

N 302237 E 2706311

N 302255 E 2706330

N 302295 E 2706518

N 302289 E 2706565

CUT AND CAP EXISTING 10" SANITARY SEWER TO

BE ABANDONED ONCE NEW SANITARY SEWER IS

INSTALLED.

EXISTING 16" DRAIN PIPE

SAWCUT AND REMOVE EXISTING

CONCRETE AT THE END OF SILVER AVE.

10+00 BEGIN REACH D

DISASSEMBLE THE SPLIT RAIL FENCE AS

NEEDED FOR ACCESS. RE-ASSEMBLE WHEN

WORK IS COMPLETE.

6+ 007+

REMOVE EXISTING 10"

SANITARY SEWER (TYP.)

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

-DA

2B U2

C-1

IST

ING

ITIO

& D

ITIO

N -

.dw g

LIT

- R

P, P

C-106

PHILADELPHIA

NORTH

PLAN

C H

E M

N E

R E:

C -1

-1

1 EXISTING CONDITIONS & DEMOLITION - ROYCHESTER PARK1 EXISTING CONDITIONS & DEMOLITION - ROYCHESTER PARK

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEETS C-109 AND C-110 FOR ROYCHESTER PARK PLAN.

3. SEE SHEET C-103 FOR CHANNEL GEOMETRY.

4. SEE SHEET C-401 FOR SANITARY SEWER PROFILES.

EASTON ROAD

WOODLAND ROAD

X X

CONTRACTOR STAGING AREA. ACCESS MUST BE MAINTAINED

TO ALLOW FULL ACCESS TO THE TOWNSHIP OFFICE BUILDING.

COORDINATE EXTENTS OF STAGING AREA WITH THE COR TO

MAINTAIN BUILDING ACCESS AND VISITOR PARKING.

N 300641 E 2701216

N 300480 E 2701107

N 300811 E 2701745

N 300747 E 2701595

N 300663 E 2701493

N 300681 E 2701462

REMOVE EXISTING GABIONS AND REUSE

STONE FOR NEW ALTERNATING BUMP

OUTS IN THE MAIN CHANNEL (TYP.)

(SEE NOTE 4)

N 300693 E 2701330

N 300658 E 2701382

N 300638 E 2701380

N 300611 E 2701400

N 300583 E 2701392

N 300590 E 2701385

N 300646 E 2701293

N 300570 E 2701382

CONSTRUCTION

ENTRANCE (TYP.)

X X

XXXXX

XXXXXXXXX

X X

REMOVE APPROX. 364 LF OF

EXISTING FENCE, EXISTING GATE

TO BE RE-USED

TP-3

TP-4

END REMOVAL OF GABIONS,

STA. 10+48

C-303

N 300793 E 2701764

N 300733 E 2701272

N 300723 E 2701265

N 300685 E 2701322

EXISTING WETLAND

BOUNDARIES (TYP.)

N 300563 E 2701378

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

-DA

L Q

-W

2B U2

C-1

IST

ING

ITIO

& D

ITIO

N -

E R

.dw g

LIT

- G

P, P

C-108

PHILADELPHIA

NORTH

PLAN

1 EXISTING CONDITIONS & DEMOLITION - GROVE RUN PARK1 EXISTING CONDITIONS & DEMOLITION - GROVE RUN PARK

C H

E M

N E

R E:

C -1

-1

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEETS C-111 AND C-112 FOR GROVE RUN PARK PLAN.

3. SEE SHEET C-104 FOR CHANNEL GEOMETRY.

4. SEE SHEETS C-302 AND C-303 FOR TYPICAL SECTIONS.

5. REMOVE EXISTING GABION BASKETS; STOCKPILE AND REUSE GABION STONE TO

CONSTRUCT ALTERNATING INNER BERMS. SEE TYPICAL SECTION 2/C-302.

6. THE CONTRACTOR SHALL STAKE OUT WETLAND BOUNDARIES TO ENSURE

WETLANDS ARE NOT DISTURBED DURING CONSTRUCTION .

CJB

328.57

CONTRACTOR STAGING AREA. ACCESS MUST BE

MAINTAINED TO ALLOW FULL ACCESS TO THE

TOWNSHIP OFFICE BUILDING. COORDINATE

EXTENTS OF STAGING AREA WITH THE COR TO

MAINTAIN BUILDING ACCESS AND VISITOR

PARKING.

N 302301 E 2706629

N 302363 E 2706658

N 302411 E 2706626

N 302499 E 2706636

N 302506 E 2706761

N 302470 E 2706719

N 302468 E 2706673

N 302442 E 2706657

N 302346 E 2706772

N 302281 E 2706791

N 302205 E 2706825

N 302231 E 2706814

N 302241 E 2706604

N 302196 E 2706392

N 302158 E 2706368

N 302151 E 2706329

N 302176 E 2706253

N 302220 E 2706230

10" PVC

8" E

V C

EXISTING MANHOLE #233

TO REMAIN

TIE EXISTING 8" VCP

INTO NEW MANHOLE

(DOGHOUSE)

(SEE DETAIL 3/C-502)

321322323324

CONSTRUCTION

ENTRANCE (TYP.)

9 32

1 32 2 32

321.3'

GRADING TO TRANSITION AROUND LARGE TREE(S)

AT RIVER RIGHT BANK, AS LOCATED IN FIELD BY

C.O.R. (SEE DETAIL 7/C-502) DEBRIS IN CHANNEL TO

BE REMOVED.

LARGE WOODY DEBRIS INSTALLED FLUSH WITH EXISTING

GRADE BOTH UPSTREAM AND DOWNSTREAM OF

PEDESTRIAN BRIDGE (SEE DETAIL 5/C-502)

EXISTING

HEADWALL

EXISTING CULVERT

EXISTING STORM PIPE

EXISTING GROWING

GREEN IMPROVEMENTS

EXISTING GROWING

GREEN IMPROVEMENTS

C-301

TRANSITION FROM CULVERT TO EXISTING STREAM

INVERT TO BE R-7 RIPRAP, 4' THICKNESS (MIN.)

CHOKED WITH NATIVE STREAM SUBSTRATE.

C-301

SAN. MH 4

NORTHING: 302285

EASTING:2706614

N 302220 E 2706337

N 302217 E 2706328

N 302180 E 2706347

N 302177 E 2706339

CONTRACTOR SHALL RETURN TO EXISTING GRADE ANY

GROUND DISTURBED ON THE EXISTING BERMS DURING THE

CONSTRUCTION OF THE SANITARY SEWER

C-309

R-5 RIPRAP

R-5 RIPRAP USED TO STABILIZE EXISTING GULLY

EROSION, CHOKED WITH NATIVE SUBSTRATE TO

PROVIDE PEDESTRIAN ACCESS.

OPTION 3: PREFABRICATED

PEDESTRIAN FOOTBRIDGE B.

(SEE SHEETS S-501 TO S-503)

REMOVE EXISTING CONCRETE ENCASEMENT AND

SANITARY SEWER AND REPLACE WITH R5 RIPRAP, 24"

THICKNESS (MIN.) , CHOKED WITH NATIVE STREAM

SUBSTRATE (TYP.). SEE SHEET C-106 FOR LIMITS OF

DEMOLITION.

GRADING TO TRANSITION AROUND LARGE TREE(S)

AT RIVER RIGHT BANK AS LOCATED IN FIELD BY

C.O.R. (SEE DETAIL 7/C-502).

N 302237 E 2706311

N 302255 E 2706330

N 302295 E 2706518

N 302289 E 2706565

EXISTING 16" DRAIN PIPE

10+00 BEGIN REACH D

DISASSEMBLE THE SPLIT RAIL FENCE AS

NEEDED FOR ACCESS. RE-ASSEMBLE WHEN

WORK IS COMPLETE.

314314

6+ 007+

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

1" =2

LIN

Y, R

, R

-W

2B U2

C-

0 S

dw g

- R

P, P

C-110

PHILADELPHIA

NORTH

PLAN

1 SITE PLAN - ROYCHESTER PARK1 SITE PLAN - ROYCHESTER PARK

C H

E M

N E

R E:

C -1

-1

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEET C-104 FOR CHANNEL GEOMETRY.

3. SEE SHEET C-301 FOR TYPICAL SECTIONS.

4. SEE SHEETS C-304 AND C-305 FOR CROSS SECTIONS.

5. SEE SHEET C-401 FOR PROFILES.

6. LARGER STONES FOUND IN THE STREAM SHALL BE PLACED UNDER THE SLOPE CONSTRUCTION IF

POSSIBLE OR STOCKPILED FOR REMOVAL FROM THE SITE.

7. VEHICLES ARE NOT PERMITTED TO CROSS THE EXISTING UNDERGROUND CULVERT FROM

APPROXIMATELY STATION 4+75 TO 6+50. ANY DAMAGE TO THE CULVERT AS A RESULT OF

CONSTRUCTION ACTIVITIES WILL BE REPAIRED/REPLACED BY THE CONTRACTOR AT NO COST TO THE

GOVERNMENT.

8. THE PREFABRICATED PEDESTRIAN FOOTBRIDGE REPLACEMENT IS INCLUDED AS OPTION 3.

ROYCHESTER PARK REACHES

REACH STATION BEGIN STATION END

A 0+00 2+94 B 2+94 4+80 C 6+50 9+88 D 9+88 10+58 a

AUBREY AVENUE

NYLSOR AVENUE

ROBINSON AVENUE

1+00

3+00

N 300421 E 2702239

N 300456 E 2702309

N 300507 E 2702313

N 300972 E 2702343

N 300882 E 2701923

N 300753 E 2701826

ALTERNATING INNER BERMS (TYP.)

(SEE C-303 AND C-501 FOR DETAILS)

RIPRAP CHANNEL BLOCK,

10' LONG TOP, 2:1 SIDE

SLOPES, TOP ELEV=254.5'

(SEE DETAIL 1/C-503)

255254

250 251 252

251252253254

R-5 RIPRAP WITH RE-USED ROCK FROM

EXISTING GABIONS TO LINE CHANNEL FROM

STA. 0+60 TO 3+67

INSTALL ONE 6" PVC

PIPE, APPROX. 24 LF

CONSTRUCTION

ENTRANCE (TYP.)

LARGE WOODY DEBRIS EMBEDDED

TOP ELEV= 255'

(SEE DETAIL 5/C-502)

255255

255256257

2 25

ALTERNATING INNER BERMS TO BE

ADJUSTED IN FIELD TO PROVIDE

NATURALIZED APPEARANCE.

APPROXIMATE DIMENSIONS SHOWN

FOR SCALE AND QUANTITIES (TYP.)

(SEE 2/C-302)

LARGE WOODY DEBRIS INSTALLED

FLUSH WITH GRADE, FIELD

LOCATED BY C.O.R. (TYP.)

(SEE DETAIL 5/C-502)

EXISTING

STORMWATER

CHANNEL (TYP.)

C-302

C-303

HISTORIC TRIBUTARY

CENTERLINE

(SEE SHEET C-104 FOR

CHANNEL GEOMETRY)

HISTORIC

TRIBUTARY

REMNANT

C-302

N 300738 E 2701819

BEGIN TRIBUTARY

CHANNEL GRADING

STA. 0+17.75

INV. ELEV.= 254.5'

END TRIBUTARY

CHANNEL GRADING

STA. 4+25

INV. ELEV.= 254.0'

R-7 RIPRAP, 4' THICKNESS FROM

STA. 3+67 TO 4+50

R-7 RIPRAP

CONSTRUCTION

ENTRANCE (TYP.)

CONSTRUCTION

ENTRANCE (TYP.)

EXISTING WETLAND

BOUNDARIES (TYP.)

EXISTING WETLAND

BOUNDARIES (TYP.)

APPROX. LOCATION OF

EXISTING 12" PLASTIC

STORM PIPEAPPROX. LOCATION OF EXISTING

RESIDENTIAL HOMES. PROVIDE

VIBRATION MONITORING TO ENSURE

PROTECTION OF NEARBY

RESIDENTIAL HOMES DURING

DUMPING/STOCKPILING OF STONE.

SEE SPECIFICATIONS FOR

VIBRATION MONITORING

REQUIREMENTS.

CONTRACTOR STAGING AREA.

COORDINATE EXTENTS OF

STAGING AREA WITH THE COR.

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

1" =2

2B U2

C-

1 S

.dw g

- G

P, P

C-111

PHILADELPHIA

1 SITE PLAN - GROVE RUN PARK1 SITE PLAN - GROVE RUN PARK

NORTH

PLAN

C H

E M

N E

R E:

C -1

-1

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEET C-104 FOR CHANNEL GEOMETRY.

3. SEE SHEETS C-302 AND C-303 FOR TYPICAL SECTIONS.

4. SEE SHEETS C-306 , C-307 AND C-308 FOR CROSS SECTIONS.

5. SEE SHEET C-401 FOR PROFILES.

6. MEANDERING STREAM SHALL BE LINED WITH EROSION CONTROL BLANKET. EROSION CONTROL BLANKET SHALL BE ABLE TO

WITHSTAND 10 FPS WATER VELOCITIES AND 4.46 PSF SHEAR STRESS.

7. CONTRACTOR SHALL NOT DISTURB EXISTING WETLANDS.

8. LARGER STONES FOUND IN THE STREAM SHALL BE PLACED UNDER THE SLOPE CONSTRUCTION IF POSSIBLE OR STOCKPILED FOR

REMOVAL FROM THE SITE.

9. PROVIDE TEMPORARY 6-FOOT CHAIN LINK FENCE WITH FEET/SANDBAGS TO INSTALL ON-SITE WHERE NECESSARY TO KEEP PROJECT

WORK AREAS INACCESSIBLE TO THE PUBLIC DURING WORK AND NON-WORK HOURS. THE FENCE CAN BE MOVED/RELOCATED AS

NEEDED.

EXISTING GRADE

RIPARIAN BUFFER PLANTING LIMITS

RIPARIAN BUFFER

PLANTINGS

REINFORCED EARTH BANK (TYP.)

AVERAGE FINISHED

GRADE (TYP.)

2' (T

2-3' (TYP.)

FLOODPLAIN BENCH

R5 RIPRAP TOE (TYP.)

EXISTING GRADE

RIPARIAN BUFFER PLANTING LIMITS

RIPARIAN BUFFER

PLANTINGS

REINFORCED EARTH BANK (TYP.)

2' (T

2-3' (TYP.)

AVERAGE FINISHED

GRADE (TYP.)

FLOODPLAIN BENCH

R5 RIPRAP TOE (TYP.)

EXISTING GRADE

RIPARIAN BUFFER PLANTING LIMITS

RIPARIAN BUFFER

PLANTINGS

REINFORCED EARTH BANK (TYP.)

(SEE SHEET C-501)

R5 RIPRAP TOE (TYP.)

2-3' (TYP.)

AVERAGE FINISHED

GRADE (TYP.)

FLOODPLAIN BENCH

2' (T

EXISTING GRADE

RIPARIAN BUFFER PLANTING LIMITS

EXISTING CULVERT (TYP.)

REMOVE AND DISPOSE OF

EXISTING CONCRETE CULVERT (TYP.)

EXISTING GRADE

RIPARIAN BUFFER PLANTING LIMITS

RIPARIAN BUFFER

PLANTINGS

REINFORCED EARTH BANK (TYP.)

2.5

BACKFILL AND TIE INTO

EXISTING GRADE ADJACENT

TO SCHOOL PROPERTY

ROYCHESTER RE-ALIGNED STREAM

AVERAGE FINISHED

GRADE (TYP.)

FLOODPLAIN BENCH

2' (T

R5 RIPRAP (TYP.)

WIDTH VARIES

25'

EXISTING GRADE

EXISTING HEADWALL

EXISTING CULVERT

R7 RIPRAP

4' T

FINISHED

GRADE

EXISTING

GRADE

EXISTING

CONCRETE

SPLASH PAD

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

-W

2B U2

C-

1 T

- R

.dw g

L S

- R

P, P

C-301

PHILADELPHIA

NTS2 TYPICAL SECTION - ROYCHESTER PARK - REACH B (STA. 2+91 TO STA. 4+80)2 TYPICAL SECTION - ROYCHESTER PARK - REACH B (STA. 2+91 TO STA. 4+80)

NTS3 TYPICAL SECTION - ROYCHESTER PARK- REACH C (STA. 6+51 TO STA. 9+97)3 TYPICAL SECTION - ROYCHESTER PARK- REACH C (STA. 6+51 TO STA. 9+97)

NTS1 TYPICAL SECTION - ROYCHESTER PARK - REACH A (STA. 0+00 TO STA. 2+91)1 TYPICAL SECTION - ROYCHESTER PARK - REACH A (STA. 0+00 TO STA. 2+91)

NTS5 TYPICAL SECTION - ROYCHESTER PARK CULVERT DEMOLITION5 TYPICAL SECTION - ROYCHESTER PARK CULVERT DEMOLITION

NTS4 TYPICAL SECTION - REACH D (STREAM REALIGNMENT STA. 9+97 TO STA. 10+59)4 TYPICAL SECTION - REACH D (STREAM REALIGNMENT STA. 9+97 TO STA. 10+59)

NTS6 TYPICAL SECTION - CULVERT TRANSITION6 TYPICAL SECTION - CULVERT TRANSITION

a a a a a a

EXISTING GRADE

RIPARIAN BUFFER PLANTING LIMITS

RIPARIAN BUFFER

PLANTINGS (TYP.) REINFORCED EARTH BANK (TYP.)

2 1

EXISTING GABION

BASKETS TO BE

REMOVED (TYP.)

R5 RIPRAP TOE (TYP.)

2-3' (TYP.)

FLOODPLAIN BENCH (TYP.)

AVERAGE FINISHED

GRADE (TYP.)

2' (T

EXISTING GRADE

RIPARIAN BUFFER PLANTING LIMITS

RIPARIAN BUFFER

PLANTINGS (TYP.)

REINFORCED EARTH BANK (TYP.)

EXISTING GABION

BASKETS TO BE

REMOVED (TYP.)

ROOTWADS (SEE

SHEET C-501)

ALTERNATING INNER BERM (TYP.)

REUSE GABION BASKET STONE

FLOODPLAIN BENCH (TYP.)

AVERAGE FINISHED

GRADE (TYP.)

EXISTING GRADE

RIPARIAN BUFFER PLANTING LIMITS

5 1

FINISHED GRADE

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

-W

2B U2

C-

2 T

- G

dw g

L S

- G

P, P

C-302

PHILADELPHIA

NTS1 TYPICAL SECTION - GROVE RUN DOG PARK - MAIN CHANNEL1 TYPICAL SECTION - GROVE RUN DOG PARK - MAIN CHANNEL

NTS2 TYPICAL SECTION - GROVE RUN DOG PARK - MAIN CHANNEL WITH INNER BERM2 TYPICAL SECTION - GROVE RUN DOG PARK - MAIN CHANNEL WITH INNER BERM

NTS3 TYPICAL SECTION - GROVE RUN DOG PARK - TRIBUTARY CHANNEL3 TYPICAL SECTION - GROVE RUN DOG PARK - TRIBUTARY CHANNEL

NOTES:

1. IF ENOUGH LARGE WOODY DEBRIS IS NOT AVAILABLE ON SITE TO COMPLETE

CONSTRUCTION OF ALL OF THE MAIN CHANNEL INNER BERMS, R-5 RIP RAP AND

RE-USED STONE FROM EXISTING GABION BASKETS MAY BE USED IN PLACE OF THE

WOODY DEBRIS.

a a

-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00

EXISTING

GRADE (TYP.)

EXISTING PEDESTRIAN BRIDGE

FINISHED

GRADE (TYP.)

-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50

EXISTING

GRADE (TYP.)

FINISHED

GRADE (TYP.)

-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50

EXISTING

GRADE (TYP.)

EXISTING

PEDESTRIAN BRIDGE

EXISTING

CULVERT

EXISTING

PEDESTRIAN BRIDGE FINISHED

GRADE (TYP.)

EXISTING

GRADE (TYP.)

-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00

FINISHED

GRADE (TYP.)STREAM CROSSING

Ex. MH #340

STA: 0+00

RIM: 336.17

INV. IN: 316.96

INV. OUT: 316.92

Ex. MH #233

STA: 8+27.61

RIM: 315.78

EX. INV. IN: 311.21

INV. IN: 309.80

INV. OUT: 308.35

MH 4

STA: 5+20.43

RIM: 326.27

INV. IN: 312.40

INV. IN: 316.75

INV. OUT: 312.30

MH 3

STA: 2+65.04

RIM: 332.05

INV. IN: 314.60

INV. OUT: 314.50

10" PVC

GRADE = 0.80% 10" PVC

GRADE = 0.82% 10" PVC

GRADE = 0.81%

MH1

STA: 0+77.75

RIM: 333.57

INV. IN: 316.30

INV. OUT: 316.20

MH2

STA: 2+22.02

RIM: 327.56

INV. IN: 315.00

INV. OUT: 314.90

10" PVC

GRADE = 0.83%

10" PVC

GRADE = 0.70%

NEW 10" SANITARY TO TIE INTO MANHOLE UNDER

EXISTING 10" VCP TO MAINTAIN FLOW THROUGH

EXISTING 10" VCP DURING INSTALLATION OF NEW 10"

SANITARY

CONCRETE ENCASEMENT

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

-DA

A T

-W

2B U2

C-

1 P

dw g

ILE

P, P

C-401

PHILADELPHIA

1 PROFILE - GROVE RUN PARK MAIN CHANNEL1 PROFILE - GROVE RUN PARK MAIN CHANNEL

2 PROFILE - GROVE RUN PARK TRIBUTARY CHANNEL2 PROFILE - GROVE RUN PARK TRIBUTARY CHANNEL

3 PROFILE- ROYCHESTER PARK CHANNEL3 PROFILE- ROYCHESTER PARK CHANNEL

4 PROFILE - ROYCHESTER PARK (SANITARY SEWER) - NEW4 PROFILE - ROYCHESTER PARK (SANITARY SEWER) - NEW

TOP OF BANK

BLEND TO BANK, PLANT

AS PER LANDSCAPING

PLANS, SHEETS L-101 AND

L-102

LIF

2:1

LIVE CUTTINGS, 1' SPACING

TOE LOG

BALLAST LOG

MIN. 160 DEG.

ORDINARY HIGH WATER

UNDISTURBED SOIL

WOODEN STAKE (TYP)

EXCAVATED BACKSLOPE

GENERALLY AT 2H:1V SLOPE

STAKE FABRIC TO UNDISTURBED SOIL (TYP)

TOE LOG, ROOTWAD END

TO FACE UPSTREAM

EXISTING

STREAM

BOTTOM

BALLAST LOG

KEY TRENCH MIN.

1 FT DEEPSEE STAKING

DETAIL

ROOTED CUTTINGS TO BE PLACED

BETWEEN LIFTS AT 1 FT O.C.,

STAGGER VERTICALLY BETWEEN LIFTS

FABRIC WRAPPED

SOIL LIFTS (12" - 18" TYP.)

FLOODPLAIN BENCH

VARIES 0 TO 5 FT WIDTH

BALLAST LOG EMBEDMENT

MIN. 5 FT

EXISTING

BANK

RIE

S 1

2' B

RIE

S 3

DUCKBILL ANCHOR (TYP.)

12" MIN.

ORDINARY HIGH WATER

UNDISTURBED SOIL

WOODEN STAKE (TYP)

EXCAVATED BACKSLOPE

GENERALLY AT 2H:1V SLOPE

STAKE FABRIC TO UNDISTURBED SOIL (TYP)

EXISTING

CHANNEL

THALWEG

KEY TRENCH MIN.

1 FT DEEPSEE STAKING

DETAIL

ROOTED CUTTINGS TO BE PLACED

BETWEEN LIFTS AT 1 FT O.C.,

STAGGER VERTICALLY BETWEEN LIFTS

FABRIC WRAPPED

SOIL LIFTS (12" - 18" MIN.)

FLOODPLAIN BENCH

VARIES 3 TO 5 FT WIDTH

EXISTING

BANK

RIE

S 1

RIE

S 3

R-5 RIPRAP

TOE PROTECTION

2-3 FT (TYP)

2' B

12" MIN.

1' MI

COIR FABRIC

FILL KEY TRENCH WITH

BACKFILL AND COMPACT

EDGE OF FABRIC 4-INCHES

MIN. FROM WOODEN STAKE

STAKE FABRIC TO BOTTOM OF KEY

TRENCH, 1 STAKE PER 3 L.F.

STAKE

STAKE (TYP)

3 FT O.C.

WOVEN (OUTER) COIR FABRIC

JUTE (INNER) COIR FABRIC

SEED MIX AS PER PLANTING PLAN

(SEE SHEETS L-101 AND L-102)

BACKFILL

NOTES:

1. MINIMUM LENGTH OF LIVE CUTTINGS SHALL BE 4' TO 6' WITH A DIAMETER OF 1/2" TO 2".

2. EMBED LIVE CUTTINGS 3-4 FEET INTO REINFORCED EARTH.

3. INSTALLATION SHALL OCCUR WHILE VEGETATION IS DORMANT.

4. ALL LOGS SHALL BE 1-1.5'Ø, 15-20' LONG WITH 1-3' ROOTWAD. EMBED BALLAST LOGS 5' MIN. INTO BANK. EMBED TOE LOG INTO EXISTING STREAM BOTTOM TO MEET FINISHED FLOODPLAIN BENCH ELEVATION (SEE CROSS-SECTIONS SHEETS C-306

AND C-307).

5. SOIL LIFTS TO BE FILLED WITH EXCAVATED SOIL MATERIAL, OR APPROVED EQUAL.

6. NUMBER OF LIFTS MAY VARY. EXISTING BANK HEIGHTS APPROX. 3-6' IN HEIGHT.

7. GEOTEXTILE FABRIC FOR SOIL LIFTS SHALL BE DUAL LAYER SYSTEM AS DESCRIBED IN SPECIFICATIONS SECTION 31 00 00.

8. ALL LOGS SHALL BE ANCHORED WITH SOIL ANCHORS AS DESCRIBED IN SPECIFICATION SECTION 31 00 00, 5

16" STEEL CABLE,

EMBEDDED MINIMUM 4 FT INTO UNDISTURBED SOIL. ANCHOR TOE LOGS WITH TWO ANCHORS, BALLAST LOGS WITH ONE

ANCHOR.

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

-DA

O N

ILS

2B U2

C-

1 D

dw g

ILS

P, P

C-501

PHILADELPHIA

NTS1 DETAIL - REINFORCED EMBANKMENT - PLAN VIEW1 DETAIL - REINFORCED EMBANKMENT - PLAN VIEW

NTS3 DETAIL - REINFORCED EMBANKMENT - WOOD TOE SECTION3 DETAIL - REINFORCED EMBANKMENT - WOOD TOE SECTION

NTS5 DETAIL - REINFORCED EMBANKMENT - ROCK TOE SECTION5 DETAIL - REINFORCED EMBANKMENT - ROCK TOE SECTION

NTS2 DETAIL - REINFORCED EMBANKMENT - KEY TRENCH2 DETAIL - REINFORCED EMBANKMENT - KEY TRENCH

NTS4 DETAIL - REINFORCED EMBANKMENT - STAKING4 DETAIL - REINFORCED EMBANKMENT - STAKING

GROVE RUN PARK - REINFORCED EMBANKMENT - WOOD TOE PLACEMENT

STA. BEGIN STATION END BANK

1+00 2+01 LEFT

2+50 3+52 RIGHT

4+33 5+34 LEFT

5+74 6+65 RIGHT

7+13 8+15 LEFT

8+56 9+50 RIGHT

a a a

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

-W

2B U2

1 E

L N

.dw g

P, P

CE001

PHILADELPHIAE&S NOTES

1. ALL EARTH DISTURBANCES, INCLUDING CLEARING AND GRUBBING AS WELL AS CUTS AND FILLS SHALL BE DONE IN ACCORDANCE WITH THE APPROVED E&S PLAN. A COPY OF THE APPROVED DRAWINGS MUST BE AVAILABLE AT THE PROJECT SITE AT ALL TIMES.

THE REVIEWING AGENCY SHALL BE NOTIFIED OF ANY CHANGES TO THE APPROVED PLAN PRIOR TO IMPLEMENTATION OF THOSE CHANGES. THE REVIEWING AGENCY MAY REQUIRE A WRITTEN SUBMITTAL OF THOSE CHANGES FOR REVIEW AND APPROVAL AT ITS

DISCRETION.

2. AT LEAST 7 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES , INCLUDING CLEARING AND GRUBBING, THE OWNER AND/OR OPERATOR SHALL INVITE ALL CONTRACTORS, THE LANDOWNER, APPROPRIATE MUNICIPAL OFFICIALS, THE E&S PLAN PREPARER, THE PCSM PLAN PREPARER, THE LICENSED PROFESSIONAL RESPONSIBLE FOR OVERSIGHT OF CRITICAL STAGES OF IMPLEMENTATION OF THE PCSM PLAN, AND A REPRESENTATIVE FROM THE LOCAL CONSERVATION DISTRICT TO AN ON-SITE

PRECONSTRUCTION MEETING.

3. AT LEAST 3 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, OR EXPANDING INTO AN AREA PREVIOUSLY UNMARKED, THE PENNSYLVANIA ONE CALL SYSTEM INC. SHALL BE NOTIFIED AT 1-800-242-1776 FOR THE LOCATION OF EXISTING

UNDERGROUND UTILITIES.

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

DEVIATION FROM THAT SEQUENCE MUST BE APPROVED IN WRITING FROM THE LOCAL CONSERVATION DISTRICT PRIOR TO

IMPLEMENTATION.

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

OTHER OBJECTIONABLE MATERIAL.

6.CLEARING, GRUBBING, AND TOPSOIL STRIPPING SHALL BE LIMITED TO THOSE AREAS DESCRIBED IN EACH STAGE OF THE CONSTRUCTION SEQUENCE. GENERAL SITE CLEARING, GRUBBING AND TOPSOIL STRIPPING MAY NOT COMMENCE IN ANY STAGE OR PHASE OF THE PROJECT UNTIL THE E&S BMPS SPECIFIED BY THE BMP SEQUENCE FOR THAT STAGE OR PHASE HAVE BEEN

INSTALLED AND ARE FUNCTIONING AS DESCRIBED IN THIS E&S PLAN.

7. AT NO TIME SHALL CONSTRUCTION VEHICLES BE ALLOWED TO ENTER AREAS OUTSIDE THE LIMIT OF DISTURBANCE BOUNDARIES SHOWN ON THE PLAN MAPS. THESE AREAS MUST BE CLEARLY MARKED AND FENCED OFF BEFORE CLEARING AND GRUBBING

OPERATIONS BEGIN.

8. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED AT THE LOCATION(S) SHOWN ON THE PLAN MAPS(S) IN THE AMOUNT NECESSARY TO COMPLETE THE FINISH GRADING OF ALL EXPOSED AREAS THAT ARE TO BE STABILIZED BY VEGETATION. EACH STOCKPILE SHALL BE PROTECTED IN THE MANNER SHOWN ON THE PLAN DRAWINGS. STOCKPILE HEIGHTS SHALL

NOT EXCEED 35 FEET. STOCKPILE SLOPES SHALL BE 2H:1V OR FLATTER.

9.IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE OPERATOR SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES TO MINIMIZE THE POTENTIAL FOR EROSION AND SEDIMENT POLLUTION AND NOTIFY THE LOCAL CONSERVATION DISTRICT AND PA DEPARTMENT OF

ENVIRONMENTAL PROTECTION (PADEP).

10. ALL BUILDING MATERIALS AND WASTES SHALL BE REMOVED FROM THE SITE AND RECYCLED OR DISPOSED OF IN ACCORDANCE WITH THE DEPARTMENT'S SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA. CODE 260.1 ET SEQ., 271.1, AND 287.1 ET. SEQ. NO BUILDING MATERIALS OR WASTES OR UNUSED BUILDING MATERIALS SHALL BE BURNED, BURIED, DUMPED, OR DISCHARGED AT THE

SITE.

11. ALL OFF-SITE WASTE AND BORROW AREAS MUST HAVE AN E&S PLAN APPROVED BY THE LOCAL CONSERVATION DISTRICT AND

PADEP FULLY IMPLEMENTED PRIOR TO BEING ACTIVATED.

12. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ANY MATERIAL BROUGHT ON SITE IS CLEAN FILL.

FORM FP-001 MUST BE RETAINED BY THE PROPERTY OWNER FOR ANY FILL MATERIAL AFFECTED BY A SPILL OR RELEASE OF A

REGULATED SUBSTANCE BUT QUALIFYING AS CLEAN FILL DUE TO ANALYTICAL TESTING.

13. ALL PUMPING OF WATER FROM ANY WORK AREA OVER UNDISTURBED VEGETATED AREAS SHALL BE DONE ACCORDING TO THE

PROCEDURE DESCRIBED IN THIS PLAN.

14. VEHICLES AND EQUIPMENT MAY ONLY ENTER DIRECTLY OR EXIT DIRECTLY FROM THE CONSTRUCTION ENTRANCES SHOWN ON

THE DRAWINGS.

15. UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT BMPS SHALL BE MAINTAINED PROPERLY. MAINTENANCE SHALL INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENT BMPS AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, REGRADING, RESEEDING, REMULCHING AND RENETTING MUST BE PERFORMED IMMEDIATELY. IF THE E&S BMPS FAIL TO PERFORM AS EXPECTED, REPLACEMENT BMPS, OR MODIFICATIONS OF THOSE INSTALLED WILL BE REQUIRED.

16. A LOG SHOWING DATES THAT E&S BMPS WERE INSPECTED AS WELL AS ANY DEFICIENCIES FOUND AND THE DATE THEY WERE CORRECTED SHALL BE MAINTAINED ON THE SITE AND BE MADE AVAILABLE TO REGULATORY AGENCY OFFICIALS AT THE TIME OF

INSPECTION.

17. SEDIMENT TRACKED ONTO ANY PUBLIC ROADWAY OR SIDEWALK SHALL BE RETURNED TO THE CONSTRUCTION SITE BY THE END OF EACH WORK DAY AND DISPOSED IN THE MANNER DESCRIBED IN THIS PLAN. IN NO CASE SHALL THE SEDIMENT BE WASHED, SHOVELED, OR SWEPT INTO ANY ROADSIDE DITCH, STORM SEWER, OR SURFACE WATER.

18. ALL SEDIMENT REMOVED FROM BMPS SHALL BE DISPOSED OF IN THE MANNER DESCRIBED ON THE PLAN DRAWINGS.

19. AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 3 TO 5 INCHES - 6 TO

12 INCHES ON COMPACTED SOILS - PRIOR TO PLACEMENT OF TOPSOIL. AREAS TO BE VEGETATED SHALL HAVE A MINIMUM 4 INCHES OF TOPSOIL IN PLACE PRIOR TO SEEDING AND MULCHING. FILL OUTSLOPES SHALL HAVE A MINIMUM OF 2 INCHES OF TOPSOIL.

20. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, SUBSIDENCE OR OTHER RELATED PROBLEMS. FILL INTENDED TO SUPPORT BUILDINGS, STRUCTURES AND CONDUITS, ETC. SHALL BE COMPACTED IN ACCORDANCE

WITH LOCAL REQUIREMENTS OR CODES.

21. ALL EARTHEN FILLS SHALL BE PLACED IN COMPACTED LAYERS NOT TO EXCEED 9 INCHES IN THICKNESS.

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

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

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

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

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

SPECIFICATION FOR SUBSURFACE DRAIN OR OTHER APPROVED METHOD.

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

COMPETENT BEDROCK AND ROCK FILLS NEED NOT BE VEGETATED. SEEDED AREAS WITHIN 50 FEET OF A SURFACE WATER, OR AS OTHERWISE SHOWN ON THE PLAN DRAWINGS, SHALL BE BLANKETED ACCORDING TO THE STANDARDS OF THIS PLAN.

27. IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE IN ANY AREA OR SUBAREA OF THE PROJECT, THE OPERATOR SHALL STABILIZE ALL DISTURBED AREAS. DURING NON-GERMINATING MONTHS, MULCH OR PROTECTIVE BLANKETING SHALL BE APPLIED AS DESCRIBED IN THE PLAN. AREAS NOT AT FINISHED GRADE, WHICH WILL BE REACTIVATED WITHIN 1 YEAR, MAY BE STABILIZED IN ACCORDANCE WITH THE TEMPORARY STABILIZATION SPECIFICATIONS. THOSE AREAS WHICH WILL NOT BE REACTIVATED WITHIN 1 YEAR SHALL BE STABILIZED IN ACCORDANCE WITH THE PERMANENT STABILIZATION SPECIFICATIONS.

28. PERMANENT STABILIZATION IS DEFINED AS A MINIMUM OF 50 GRASS PLANTS PER SQUARE FOOT. BARE SPOTS SHALL BE NO LARGER THAN 3-INCHES SQUARE. THE TOTAL BARE SPOTS SHALL NOT EXCEED 2 PERCENT OF THE TOTAL SEEDED AREA. OTHER PERMANENT NON-VEGETATIVE COVER WITH A SUFFICIENT DENSITY TO RESIST ACCELERATED EROSION CAN ALSO BE USED. CUT AND FILL SLOPES SHALL BE CAPABLE OF RESISTING FAILURE DUE TO SLUMPING, SLIDING OR OTHER MOVEMENTS.

29. E&S BMPS SHALL REMAIN FUNCTIONAL AS SUCH UNTIL ALL AREAS TRIBUTARY TO THEM ARE PERMANENTLY STABILIZED OR UNTIL THEY ARE REPLACED BY ANOTHER BMP APPROVED BY THE LOCAL CONSERVATION DISTRICT OR THE DEPARTMENT.

30. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE OWNER AND/OR OPERATOR SHALL CONTACT THE LOCAL CONSERVATION DISTRICT FOR AN INSPECTION PRIOR TO

REMOVAL/CONVERSION OF THE E&S BMPS.

31. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND SEDIMENT BMPS MUST BE REMOVED OR CONVERTED TO PERMANENT POST CONSTRUCTION STORMWATER MANAGEMENT BMPS. AREAS DISTURBED DURING REMOVAL OR CONVERSION OF THE BMPS SHALL BE STABILIZED IMMEDIATELY. IN ORDER TO ENSURE RAPID REVEGETATION OF DISTURBED AREAS, SUCH REMOVAL/CONVERSIONS ARE TO BE DONE ONLY DURING THE GERMINATING SEASON.

32. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE OWNER AND/OR OPERATOR SHALL CONTACT THE LOCAL CONSERVATION DISTRICT AND PADEP TO SCHEDULE A FINAL INSPECTION.

33. FAILURE TO CORRECTLY INSTALL E&S BMPS, FAILURE TO PREVENT SEDIMENT-LADEN RUNOFF FROM LEAVING THE CONSTRUCTION SITE, OR FAILURE TO TAKE IMMEDIATE CORRECTIVE ACTION TO RESOLVE FAILURE OF E&S BMPS MAY RESULT IN ADMINISTRATIVE, CIVIL, AND/OR CRIMINAL PENALTIES BEING INSTITUTED BY THE DEPARTMENT AS DEFINED IN SECTION 602 OF THE PENNSYLVANIA CLEAN STREAMS LAW. THE CLEAN STREAMS LAW PROVIDES FOR UP TO $10,000 PER DAY IN CIVIL PENALTIES, UP TO $10,000 IN SUMMARY CRIMINAL PENALTIES, AND UP TO $25,000 IN MISDEMEANOR CRIMINAL PENALTIES FOR EACH VIOLATION.

Sheets and Views

C-001 GENERAL INFOMATION SHEET

C-105 EXISTING CONDITIONS & DEMOLITION - ROYCHESTER PARK

C-106 EXISTING CONDITIONS & DEMOLITION - ROYCHESTER PARK

C-108 EXISTING CONDITIONS & DEMOLITION - GROVE RUN PARK

C-110 SITE PLAN - ROYCHESTER PARK

C-111 SITE PLAN - GROVE RUN PARK

C-301 TYPICAL SECTIONS - ROYCHESTER PARK

C-302 TYPICAL SECTIONS - GROVE RUN PARK

C-401 PROFILES

C-501 DETAILS - REINFORCED EMBANKMENT

CE001 EROSION AND SEDIMENT CONTROL NOTES

File details come from the government source that posted it. Updated Aug 2, 2024.