3-Contract Drawings.pdf

PDF 8 MB Posted Mar 24, 2026

Attached to: E. Lincoln Ave Watermain Replacement
Solicitation number: Not on record
Issued by: Adams County, Gibraltar CDP, Pennsylvania

About this file

Written by GovTribe AI · Mar 27, 2026

This is a bid set drawing document for the Twin Oaks Pump Station Replacement project prepared for the Gettysburg Municipal Authority in Adams County, Pennsylvania. The project involves the complete replacement of an existing pump station with new infrastructure including a 10'x10' precast concrete wet well, 10'x8' precast concrete valve vault, 6'x6' precast concrete meter vault with bypass piping, a 10'x10' control building, generator, and associated sanitary sewer connections. The scope includes demolition of the existing pump station and electrical connections, installation of 18-inch diameter gravity sewer and 12-inch diameter force main piping, three submersible pumps with estimated weight of 885 pounds each, an in-channel grinder unit weighing approximately 2,300 pounds, and a davit crane system for equipment maintenance. The site plan encompasses approximately 0.4 acres of disturbed area with erosion and sediment control measures including compost filter socks, erosion control matting, rock construction entrances, and stream crossing protection for Stevens Run. Construction activities are confined to Gettysburg Municipal Authority easements and the public right-of-way, with utilities including overhead electric, telephone, cable, natural gas, water lines, and sanitary sewer already present at the site per the January 2023 survey data coordinated to Pennsylvania State Plane South Zone 3702.

The contract involves separate bidding for General Construction and Electrical Construction with sealed bids due to the PennBid Program by Thursday, April 16, 2026 at 3:00 p.m. local time. A prebid conference is scheduled for Wednesday, April 1, 2026 at 10:00 a.m. at the Gettysburg Municipal Authority Office located at 424 East Middle Street, Gettysburg, Pennsylvania 17325. Bidders must submit security deposits equal to ten percent of their bid amount, and all bids remain irrevocable for sixty days after opening or one hundred twenty days if approval is delayed by another government agency, bond sales, or grant awards per Act 317 of 1978. The project is subject to Pennsylvania Prevailing Wage Act requirements with prevailing minimum wage rates established by the Pennsylvania Secretary of Labor. Contract documents are available at no cost through the PennBid Program website, and all technical questions must be submitted through the PennBid Public Q&A section rather than by phone, fax, or direct email.

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Other files

File	Type	Posted
1-Bidding Documents.pdf	PDF	May 20, 2026
2-Contract Drawings.pdf	PDF	May 20, 2026
3-Project Manual.pdf	PDF	May 20, 2026
2-Bidding Documents.pdf	PDF	Mar 24, 2026
1-Project Manual.pdf	PDF	Mar 24, 2026

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GETTYSBURG MUNICIPAL AUTHORITY

MARCH 2026

BID SET DRAWINGS

TWIN OAKS PUMP STATION REPLACEMENT

75884-8E

ADAMS COUNTY

PENNSYLVANIA

PROJECT LOCATION MAP

NOT TO SCALE

NORTH

PROJECT VICINITY MAP

NOT TO SCALE

NORTH

DRAWING INDEX

SHEET NO. SHEET TITLE

GENERAL

G-001 COVER SHEET

G-002 LEGENDs, ABBREVIATIONS & NOTES

CIVIL

C-101 STE PLAN & COORDINATE CONTROL PLAN

C-102 PUMP STATION PLAN & SECTION

C-201 SITE PLAN & PROFILE

C-501 SANITARY SEWER DETAILS

C-502 SANITARY SEWER & SITE DETAILS

CE001 EROSION & SEDIMENT CONTROL NOTES

CE101 EROSION & SEDIMENT CONTROL SITE PLAN

CE201 EROSION & SEDIMENT CONTROL ENLARGEMENT PLAN

CE501 EROSION & SEDIMENT CONTROL DETAILS

ELECTRICAL

E-001 ELECTRICAL SYMBOLS LEGEND

E-002 ELECTRICAL ABBREVIATIONS AND GENERAL INFORMATION

E-003 ELECTRICAL SITE PLAN

E-101 PUMP STATION ELECTRICAL PLANS

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

E-601 ONE LINE DIAGRAM

AutoCAD SHX Text

PROJECT LOCATION

AutoCAD SHX Text

PROJECT LOCATION

& AND

@ AT

C ELEV CENTERLINE ELEVATION

Ø DIAMETER

° DEGREES

" INCH, INCHES

' FOOT, FEET

# NUMBER

X BY

+ PLUS

- MINUS

* REFER TO

/ PERMETER

% PERCENT

BASELINE

PLATE,PROPERTY LINE

ABBREVIATIONS / TEXT SYMBOLS / PIPING LEGEND / REFERENCE SYMBOLS

ACCESS ACCESSORIES

ADPT ADAPTER

AFF ABOVE FINISHED FLOOR

ALT ALTERNATE

ALUM ALUMINUM

ANC ANCHOR

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASSOC ASSOCIATED

ASSY ASSEMBLY

ASTM AMERICAN SOCIETY FOR TESTING

AND MATERIALS

AT AIR TEST

AUTO AUTOMATIC

AVG AVERAGE

B BOTTOM

BALL V BALL VALVE

BSMT BASEMENT

BFLY V BUTTERFLY VALVE

BIT BITUMINOUS

BLDG BUILDING

BLK BLOCK

BM BENCH MARK

BOT BOTTOM

BRG BEARING

BOW BOTTOM OF WALL

C, CNTR CENTER

C/C CENTER TO CENTER

CAP CAPACITY

CH CHANNEL

CI CAST IRON

CIP CAST IRON PIPE

CL CLEARANCE

CMP CORRUGATED METAL PIPE

CO CLEAN OUT

COL COLUMN

CON CONCENTRIC

CONC CONCRETE

CONN CONNECTION

CONSTR CONSTRUCTION

CONT CONTINUOUS, CONTINUATION

CONTR CONTRACTOR

Cu COPPER

CPLG COUPLING

CHECK V CHECK VALVE

DET, DETS DETAILS

DIA DIAMETER

DIG DIGESTER

DIM, DIMS DIMENSION, DIMENSIONS

DI DUCTILE IRON

DIP DUCTILE IRON PIPE

DISC DISCONNECT

DISCH DISCHARGE

DIST DISTRIBUTION

DN DOWN

DO DISSOLVED OXYGEN

DP DEEP

DWG DRAWING

E EAST

EA EACH

ECC ECCENTRIC

EFF EFFLUENT

ELB ELBOW

ELEC ELECTRIC

EL, ELEV ELEVATION

EMB EMBEDMENT

EMER EMERGENCY

EQ EQUAL, EQUALIZATION

EQUIP EQUIPMENT

EST ESTIMATED

EXIST EXISTING

EXP EXPANSION

F DEGREE FAHRENHEIT, FUSE

FC FINAL CLARIFIER

FD FLOOR DRAIN

FH FIRE HYDRANT

FIN FINISHED

FLEX FLEXIBLE

FLG, FLGD FLANGE, FLANGED

FL, FLR FLOOR

FM FORCE MAIN, FEMALE

FND FOUND

FRP FIBERGLASS REINFORCED PLASTIC

OR PIPE

FT FOOT, FEET

FTG FOOTING

FVE FIBERGLASS VINYL ESTER PIPE

GA GAUGE/GAGE

GAL GALLON

GALV GALVANIZED

GEN GENERATOR

GPM GALLONS PER MINUTE

GRD GRADE

GATE V GATE VALVE

H HIGH, HEIGHT

HORIZ HORIZONTAL

HP HORSEPOWER

HW HOT WATER

IN, INS INCH, INCHES

INF INFLUENT

INSP INSPECTION

INV INVERT

IP IRON PIN

JT JOINT

L LENGTH

LB POUND

LF LINEAR FEET

LG LONG

LOC LIMIT OF CONTRACT

LP LIGHT POST

MAC MACADAM

MAG MAGNETIC

MAX MAXIMUM

MCC MOTOR CONTROL CENTER

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MJ MECHANICAL JOINT

MRAS MAGNETITE ENMESHED RETURN

ACTIVATED SLUDGE

MTD MOUNTED

MTG MOUNTING

MWAS MAGNETITE ENMESHED WASTE

ACTIVATED SLUDGE

N NORTH

NO. NUMBER

NPT NATIONAL PIPE THREAD

NTS NOT TO SCALE

OC ON CENTER

OPER OPERATING, OPERATOR

OPNG OPENING

PE PLAIN END

PL PLATE

POLY POLYETHYLENE

PM PROCESS MECHANICAL

POT POTABLE

PRESS PRESSURE

PROCESS PROCESSING

PRV PRESSURE REDUCING VALVE

PS PIPE SUPPORT/PUMP STATION

PSI POUNDS PER SQUARE INCH

PLUG V PLUG VALVE

PVC POLYVINYL CHLORIDE

PW POTABLE WATER

RAD RADIUS

RAS RETURN ACTIVATED SLUDGE

RCP REINFORCED CONCRETE PIPE

RE REACTOR EFFLUENT

RECT RECTANGULAR

RED REDUCER, REDUCING

REINF REINFORCEMENT

RELIEF V RELIEF VALVE

REQD REQUIRED

RD ROAD

RI REACTOR INFLUENT

ROW RIGHT OF WAY

S SOUTH

SAN SANITARY

SCH SCHEDULE

SDR STANDARD DIAMETER RATIO

SECT SECTION

SHT SHEET

SIM SIMILAR

SOL SOLUTION

SP SPACED, SPACING, STATIC

PRESSURE

SPEC SPECIFICATION

SQ SQUARE

STD STANDARD

STL STEEL

SS STAINLESS STEEL

STA STATION

STRUCT STRUCTURAL

SWAS SURFACE WASTE ACTIVATED

SLUDGE

SYM SYMMETRICAL

T TOP

TDH TOTAL DYNAMIC HEAD

TEMP TEMPERATURE

TG TOP GRATE

THD THREAD, THREADED

THK THICK

TRANS TRANSITION

TOW TOP OF WALL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

UTIL UTILITY

UV ULTRA VIOLET

UW UTILITY WATER

V VALVE

VAR VARIES

VCP VITRIFIED CLAY PIPE

VERT VERTICAL

VIF VERIFY IN FIELD

VMD VERIFY MANUFACTURER'S

DIMENSION

W WEST

W/ WITH

W/O WITHOUT

WAS WASTE ACTIVATED SLUDGE

WL WATER LEVEL

WM WATER METER

WT WEIGHT

WV WATER VALVE

YR YEAR

1. SURVEY DATA PROVIDED BY WEBER SURVEYORS, LANDISVILLE, PA. ALL UTILITIES SHOWN ARE APPROXIMATE IN LOCATION AND DEPTH. THE CONTRACTOR SHALL VERIFY THE ACTUAL LOCATIONS, DEPTHS, AND CONDITIONS IN THE FIELD WITH THE REPRESENTATIVE OF THE UTILITY IN QUESTION. THE ENGINEER AND OWNER DO NOT ASSUME ANY RESPONSIBILITY FOR ACCURACY OR SUFFICIENCY OF THE DATA PROVIDED ON THE EXISTING UTILITIES, AND FURTHERMORE, WILL ASSUME NO COST OR CONDITION RESULTING FROM ANY INACCURACY OR INSUFFICIENCY IN THIS REGARD. THE CONTRACTOR SHALL CONTACT ALL UTILITIES LISTED ON THIS DRAWING AND PA

ONE CALL (1-800-242-1776) PRIOR TO THE START OF ANY WORK.

2. SLANTED TEXT INDICATES EXISTING ITEMS.

3. VERTICAL TEXT INDICATES PROPOSED ITEMS.

4. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES A MINIMUM OF 72 HOURS PRIOR TO EXCAVATION, AND SHALL COMPLY WILL ALL CURRENT MARKOUT

REQUIREMENTS OF THE PENNSYLVANIA ONE CALL SYSTEM.

5. EXCAVATIONS OR TRENCHING WITHIN CLOSE PROXIMITY TO UNDERGROUND FACILITIES OR UTILITY POLES WILL REQUIRE PROTECTION TO PREVENT DAMAGE OR

INTERRUPTION OF SERVICE TO UNDERGROUND FACILITIES. THE COST TO PROVIDE THIS PROTECTION WILL BE BORNE BY THE CONTRACTOR.

6. ALL TRENCH LINES SHALL BE SAW CUT, OR MILLED.

7. THE CONTRACTOR SHALL COMPLY WITH ALL ROAD OPENING REQUIREMENTS AND ORDINANCES OF THE PENNSYLVANIA DEPARTMENT OF TRANSPORTATION AND

GETTYSBURG BOROUGH.

8. ALL TRENCHES SHALL BE BACKFILLED WITHOUT DELAY. OPEN TRENCHES SHALL BE KEPT TO A MINIMUM. OPEN TRENCHES SHALL BE STEEL PLATED. UPON BACKFILLING

THE CONTRACTOR SHALL BROOM SWEEP STREETS AND USE APPROPRIATE METHODS TO CONTROL DUST.

9. UNLESS OTHERWISE PERMITTED, NO WORK SHALL BE DONE BETWEEN THE HOURS OF 7:00 P.M. AND 7:00 A.M., PREVAILING TIME. IF IT SHALL BECOME ABSOLUTELY

NECESSARY TO PERFORM WORK AT OTHER TIMES, OR IF REQUIRED BY THE SPECIAL CONDITIONS, THE ENGINEER SHALL BE INFORMED IN ADVANCE. GOOD LIGHTING AND ALL OTHER NECESSARY FACILITIES FOR PROPER EXECUTION AND INSPECTION OF THE WORK SHALL BE PROVIDED. THE CONTRACTOR SHALL ALSO COMPLY WITH ALL STATE AND LOCAL LAWS GOVERNING HOURS DURING WHICH CONSTRUCTION EQUIPMENT MAY BE OPERATED.

10. ALL STATIONING SHOWN ON PLANS IS APPROXIMATE.

11. ALL CONSTRUCTION ACTIVITIES ARE TO BE CONFINED TO THE PUBLIC RIGHT-OF-WAY OR TO GETTYSBURG MUNICIPAL AUTHORITY EASEMENTS.

12. THE SUBSURFACE UTILITIES SHALL BE BE INSTALLED WITH 48 INCHES MINIMUM COVER.

13. THE CONTRACTOR SHALL TAKE STEPS NECESSARY TO PRESERVE EXISTING CURB AND SIDEWALKS. NO PAYMENT WILL BE MADE FOR CURB AND/OR SIDEWALK REPAIR

OR REPLACEMENT EXCEPT FOR THAT SHOWN ON THESE PLANS. IF DAMAGED, CONTRACTOR SHALL REPAIR OR REPLACE CURBING AND SIDEWALK IN KIND AND TO THE

SATISFACTION OF THE OWNER.

14. THE CONTRACTOR SHALL PROTECT ALL STRUCTURES, ROADS, PIPELINES, TREES, SHRUBBERY, GRASS AREAS ETC. DURING THE PROGRESS OF WORK AND SHALL REMOVE DAILY FROM THE SITE ALL DEBRIS AND UNUSED MATERIALS. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL RESTORE THE SITES TO THEIR

ORIGINAL CONDITION.

15. REPAIR WORK SHALL BE PERFORMED TO THE SATISFACTION OF THE GOVERNING AGENCY.

16. TRAFFIC STRIPING AND MARKINGS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN-KIND WITH EPOXY PAINT OR THERMOPLASTIC IN ACCORDANCE WITH

PENNDOT STANDARDS, AND TO THEIR ORIGINAL LAYOUT.

17. GUIDERAILS, FENCES, DRAINAGE PIPES, MAILBOXES, HEADWALLS AND OTHER FEATURES WHICH REQUIRE REINSTALLATION BUT ARE FOUND NOT TO BE REUSABLE, OR

WHICH ARE DAMAGED DURING REMOVAL, SHALL BE REPLACED WITH NEW MATERIAL AT NO ADDITIONAL COST TO GETTYSBURG MUNICIPAL AUTHORITY.

18. THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND DISPOSAL OF EXCAVATED MATERIAL TO A PERMITTED SITE. NO STOCKPILE OR SPOILS AREA IS AVAILABLE.

WASTE MATERIAL SHALL BE CONTINUOUSLY HAULED OFF SITE THROUGHOUT THE PROJECT.

19. THE CONTRACTOR SHALL PROVIDE THRUST BLOCKS AT ALL TEES, BENDS AND CHANGES IN DIRECTION.

20. THE CONTRACTOR SHALL INSTALL MECHANICAL JOINT RESTRAINT (MEGA-LUGS) ON ALL FITTINGS. FIELD LOK GASKETS SHALL BE INSTALLED A MINIMUM OF TWO PIPE

JOINTS OR 25 LINEAR FEET, WHICHEVER IS GREATER, ON EITHER SIDE OF ANY BEND, TEE, REDUCER OR OTHER FITTING.

21. WHERE PIPES ARE DEFLECTED THE MANUFACTURER'S RECOMMENDATIONS FOR DEFLECTION ANGLE SHALL BE STRICTLY FOLLOWED.

22. IF FIELD CONDITIONS WARRANT INSTALLATION OF AN ADDITIONAL FITTING OR FITTINGS, THE CONTRACTOR SHALL INSTALL MEGA-LUGS ON THE FITTING AND RESTRAIN

THE APPROPRIATE LENGTH OF PIPE ON BOTH SIDES OF THE FITTING.

23. PIPE SHALL BE FULLY BEDDED IN 1B STONE TO 12" ABOVE PIPE AND BACKFILLED WITH 2A STONE COMPACTED IN 4" LIFTS (MECHANICAL TAMPER) OR 8" LIFTS (VIBRATORY

COMPACTION).

24. CONTRACTOR SHALL COORDINATE ALL SERVICE INTERRUPTIONS WITH GETTYSBURG MUNICIPAL AUTHORITY AND PROVIDE SEVEN (7) DAYS NOTICE OF INTENT TO MAKE

PIPE CONNECTIONS. SERVICE INTERRUPTIONS SHALL NOT EXCEED 4 HOURS.

25. THE SEWER SHALL HAVE THE FOLLOWING SEPARATIONS UNLESS APPROVED BY OWNER:

- 10 FEET HORIZONTAL FROM WATER MAINS

- 18" VERTICAL FROM WATER MAINS, STORM OR SANITARY SEWERS

- 5' HORIZONTAL FROM SITE FEATURES SUCH AS POLES, INLETS, ETC.

26. SHOULD THE CONTRACTOR ENCOUNTER ASBESTOS CEMENT PIPE AT ANY OF THE PROPOSED CONNECTIONS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PUBLIC SAFETY AND WORKER HEALTH AND SAFETY REQUIREMENTS RELATED TO EXPOSURE TO ASBESTOS.

GENERAL NOTES:

LIST OF PUBLIC UTILITIES

1. TOPOGRAPHY AND PHYSICAL FEATURES SHOWN HEREON OBTAINED FROM A FIELD SURVEY PERFORMED BY WEBER SURVEYORS, COMPLETED ON

JANUARY 18, 2023.

COORDINATE SYSTEM: PA STATE PLANE, SOUTH ZONE - 3702.

HORIZONTAL DATUM: NAD83(2011) EPOCH 2010.00.

VERTICAL DATUM: NAVD88 (COMPUTED USING GEOID 12B)

BENCHMARK: MAG NAIL IN PARKING LOT NORTH OF LIFT STATION, SEE PLAN.

ELEVATION: 476.32

CONTOUR INTERVAL: 1 FOOT

2. ALL PROPERTIES ARE PLOTTED FROM THE DEEDS OF RECORD, RECORDED SUBDIVISION PLANS OR LOT PLANS, EXISTING TOPOGRAPHIC FEATURES AND LIMITED FIELD DATA. THE ACCURACY OF THE PLOTTING REFLECT THE ACCURACY OR INACCURACY OF THE DEEDS AND OR PLANS. PROPERTY LINES WERE

NOT SURVEYED BY THE PROFESSIONAL LAND SURVEYOR RESPONSIBLE FOR THIS PROJECT.

3. UNDERGROUND UTILITIES ARE SHOWN ACCORDING TO INFORMATION PROVIDED BY OTHERS AND MUST BE FIELD VERIFIED PRIOR TO CONSTRUCTION, EXCAVATION OR BLASTING. THE ACTUAL LOCATIONS OF THESE UTILITIES HAVE NOT BEEN FIELD VERIFIED AND THE LOCATIONS ARE APPROXIMATE. WEBER SURVEYORS. DOES NOT MAKE ANY REPRESENTATION, WARRANTY, ASSURANCE, OR GUARANTEE THAT THE UNDERGROUND UTILITY LOCATION PROVIDED BY OTHERS AND REFLECTED ON THESE DRAWINGS IS CORRECT AND ACCURATE. WEBER SURVEYORS ASSUMES NO RESPONSIBILITY FOR ANY DAMAGES

INCURRED AS A RESULT OF UNDERGROUND UTILITIES OMITTED OR INACCURATELY SHOWN.

4. ALL FEATURES SHOWN ARE EXISTING UNLESS OTHERWISE NOTED.

5. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE SEARCH.

6. ANY REVISIONS MADE TO THESE PLANS AFTER THE DATE OF PLAN PREPARATION OR LATEST REVISION DATE SHALL NOT BE THE RESPONSIBILITY OF

WEBER SURVEYORS,

PLAN DATE: JANUARY 26, 2023.

SURVEY NOTES:

CENTERLINE

GOVERNMENTAL BOUNDARY

FS-18 FILTER SOCK-SIZE

LOD LIMIT OF DISTURBANCE

X X X X X

OHT OHT

UC UC

UFO UFO

UT UT

F F

G G

OHE OHE

UE UE

SS SS

FM > FM >

ST ST

SD SD

W W

SOIL BOUNDARY

FENCE

FLOOD HAZARD

GUARDRAIL

WATERS EDGE

PAVEMENT/CURB

PROPERTY ADJR

PROPERTY LINE

PROPERTY SETBACK

RAIL ROAD TRACK

RIGHT-OF-WAY

CONTOUR MAJOR

CONTOUR MINOR

UTILITY OVERHEAD TELEPHONE

UTILITY UNDERGROUND CABLE

UTILITY UNDERGROUND FIBER

UTILITY UNDERGROUND TELEPHONE

UTILITY FUEL

UTILITY NATURAL GAS

UTILITY SANITARY SEWER

UTILITY SANITARY FORCE MAIN

UTILITY STEAM

UTILITY STORM DRAIN

UTILITY WATER LINE

VEGETATION BRUSH LINE

VEGETATION TREE LINE

WETLAND BOUNDARY

UTILITY OVERHEAD ELECTRIC

UTILITY UNDERGROUND ELECTRIC

LEGEND

X X X X X

OHT

UFO

OHE

FM >

ELECTRIC/TELEPHONE POLE

PROPERTY CORNER

CLEANOUT

SANITARY MANHOLE

STORM MANHOLE

WV WATER VALVE

EXISTING PROPOSED

C-001

LEGENDS,

ABBREVIATIONS

& NOTES

BID SETJ:\

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-G

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S, A

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02/ 3/2

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PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

75884-8E

, P A

1 E . M

, P

03/2026

AutoCAD SHX Text

BASELINE PLATE,PROPERTY LINE

AutoCAD SHX Text

CALL BEFORE YOU DIG !

AutoCAD SHX Text 1-800-242-1776

AutoCAD SHX Text Pennsylvania One Call System, Inc.

AutoCAD SHX Text

WORKING DAYS IN DESIGN STAGE - STOP CALL

AutoCAD SHX Text

DAYS NOTICE FOR CONSTRUCTION PHASE AND 10

AutoCAD SHX Text

PENNSYLVANIA LAW REQUIRES 3 WORKING

AutoCAD SHX Text

SERIAL NO. 2023004100020230041000

COMPANY: BRIGHTSPEED BRIGHTSPEED ADDRESS: 8601 BOONES LANDING DRIVE 8601 BOONES LANDING DRIVE STOKESDALE, NC. 17357 CONTACT: JASON WILLIAMS JASON WILLIAMS EMAIL: JASON.WILLIAMS@BRIGHTSPEED.COM COMPANY: COLUMBIA GAS OF PA INC COLUMBIA GAS OF PA INC ADDRESS: 1600 DUBLIN RD 1600 DUBLIN RD COLUMBUS, OH. 43215 CONTACT: LISA COLLINS LISA COLLINS EMAIL: LDUGAN@NISOURCE.COM COMPANY: GETTYSBURG BOROUGH GETTYSBURG BOROUGH ADDRESS: 59 E HIGH STREET 59 E HIGH STREET GETTYSBURG, PA. 17325 CONTACT: ROBERT HARBAUGH ROBERT HARBAUGH EMAIL: RHARBAUGH@GETTYSBURGPA.GOV RHARBAUGH@GETTYSBURGPA.GOV COMPANY: GETTYSBURG MUNICIPAL AUTHORITY GETTYSBURG MUNICIPAL AUTHORITY ADDRESS: 601 E MIDDLE ST 601 E MIDDLE ST GETTYSBURG, PA. 17325 CONTACT: ROBERT SHRADER ROBERT SHRADER EMAIL: RSHRADER@GETTYSBURGMA.COM COMPANY: COMCAST OF SOUTHEASTERN PENNSYLVANIA COMCAST OF SOUTHEASTERN PENNSYLVANIA ADDRESS: C/O USIC LOCATING SERVICES INC C/O USIC LOCATING SERVICES INC 13085 HAMILTON CROSSING BLVD SUITE 200 CARMEL, IN. 46032 CONTACT: USIC PERSONNEL USIC PERSONNEL COMPANY: METROPOLITAN EDISON CO/FIRSTENERGY METROPOLITAN EDISON CO/FIRSTENERGY ADDRESS: 21 S MAIN ST 21 S MAIN ST AKRON, OH. 44308 CONTACT: TICKET SCREENING PERSONNEL TICKET SCREENING PERSONNEL EMAIL: TICKET_SCREENING@FIRSTENERGYCORP.COMTICKET_SCREENING@FIRSTENERGYCORP.COM

X X

X X X X X X X X X

X X X

X X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X X

30' PERMANENT

EASEMENT

20' TEMP

EASEMENT

FM >

LhB Bo

FM >

TOPSOIL

STOCKPILE

Ch ain lin k F en ce

Gate St on e D riv e

Edge Pave

Woods

Stevens Run

20' MET-ED Easement Deed Ref: FF-178

20'

Gate

30'

Erain Investment Co. Inc.

PID: 38G12-0110-000

Deed Ref: 0394-0576

100-YEAR

FLOODPLAIN

FLOODWAY

100 YR

100 YR 100 YR

100 YR

Grass

Mac.

Valve Vault Top: 477.47 Inv. (bottom): 469.64

Sanitary Wet Well Top: 478.10 Inv. In: N/A Inv: 462.85

Sanitary Sewer Manhole Rim: 477.43 Inv. In: 466.2 (from NE) Inv. In: 466.00 (from N) Inv: Out: 465.90

Control Panel Electric Supply & Meter

Dal-Tile Corporation

PID: 16005-0014-000

Deed Ref: 0579-0921

Approximate Location of Force Main.

Sanitary Sewer Manhole Rim: 486.69 Inv. Force Main: 484.25± Inv: 475.7 (center manole)

S MH 1

FM > FM > FM > FM > FM >

S MH2

X486.50

COORDINATE TABLE

POINT #

NORTHING

183973.8466

183759.2815

183754.7929

183741.3931

183740.0118

183727.4999

183722.5426

183714.5027

183710.4427

183710.0149

183722.4680

183712.4680

183716.7161

183712.4680

183734.9504

183750.8530

183752.6211

183764.7646

183764.4675

183707.5346

183707.3100

184012.4200

183700.4500

EASTING

2116687.9788

2116794.2733

2116798.7289

2116794.2073

2116804.9354

2116802.2059

2116812.4736

2116809.7606

2116815.1198

2116868.5282

2116797.6374

2116787.6374

2116782.6374

2116772.3908

2116705.7005

2116742.8117

2116779.1097

2116792.3659

2116805.0813

2116833.0117

2116718.5900

2116711.8700

2116875.7000

DESCRIPTION

MH1

MH2

WET WELL-NE

WET WELL-SW

VALVE VAULT-NE

VALVE VAULT-SW

METER VAULT-NE

METER VAULT-SW

FM-45

CONTROL BLDG-NE

CONTROL BLDG-SW

GENERATOR-NE

GENERATOR-SW

FENCE-1

FENCE-2

FENCE-3

FENCE-4

FENCE-5

FENCE-6

FENCE-7

EX MH-START

EX MH-END

X X

X X X X X X X X X

X X X

X X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X X

30' PERMANENT

EASEMENT

20' TEMP

EASEMENT

FM >

LhB Bo

FM >

TOPSOIL

STOCKPILE

Ch ain lin k F en ce

Gate

St on e D riv e

Woods

Stevens Run

20' MET-ED Easement Deed Ref: FF-178

20'

30'

100-YEAR

FLOODPLAIN

FLOODWAY

100 YR

100 YR 100 YR

100 YR

Grass

Mac.

Control Panel Electric Supply & Meter

S MH 1

FM > FM > FM > FM > FM >

S MH2

18 19

CP: 22

N: 184012.4200 E: 2116711.8700

ELEV: 477.430

CP: 23

N: 183700.4500 E: 2116875.7000

ELEV: 486.690

10488

X486.50

BID SETJ:\

\75

8E \08

-C

IL\

8E _C

-1

/C -1

01/ 3/2

4/2

6 9 :54

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PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

75884-8E

, P A

1 E . M

, P

03/2026

C-101

SITE PLAN &

COORDINATE

CONTROL PLAN

SCALE: 1" = 20' 0 20' 40'

SITE PLAN1

REMOVE GRAVITY SEWER

CONNECTION AND SEAL MANHOLE

CAP AND ABANDON EX FM IN PLACE

DEMOLISH EX PUMP STATION AND

ALL ELECTRICAL AND SEWER

CONNECTIONS

REMOVE EX FENCE

6' CHAIN LINK FENCE W/

16' DOUBLE SWING GATE

ASPHALT DRIVEWAY

10'x10' PRECAST WET WELL

10'x8' PRECAST VALVE VAULT

10'x10' CONTROL BUILDING

GENERATOR

PLUG AND ABANDON

EX FM IN PLACE

PERMANENT R/W

SCALE: 1" = 20' 0 20' 40'

COORDINATE CONTROL PLAN2

6'x6' PRECAST METER VAULT

METER BY-PASS

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text

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8'- 0"

SLOPE FLR

TO SUMP2'-

6'-0"

LEAD PUMP ON EL 463.1'

PUMP OFF EL 459.0'

LOW LEVEL ALARM EL 458.5'

BOTTOM EL 457.00'

EL 487.0'

GRADE 486.5'

EL 479.5'

EL 483'

EL 481.75'

1'- 6"

NOTES:

1. PROVIDE GUIDE RAIL AND PIPE SUPPORT PER MFR'S. RECOMMENDATION. SUBMIT

SHOP DRAWINGS FOR APPROVAL.

2. ALL PROCESS PIPING IN VALVE VAULT AND WET WELL SHALL BE DUCTILE IRON PIPE

WITH 125 LBS. FLANGED JOINTS.

3. PROVIDE ANCHOR STUDS FOR ALL FLANGED COUPLING ADAPTERS.

4. PROVIDE #8 SS SCREEN BETWEEN TWO FLANGES OR WELDED INSIDE.

5. INTERMEDIATE PIPE SUPPORTS AND GUIDE RAIL SUPPORT SHALL BE STAINLESS STEEL.

6. ALL ANCHOR BOLTS AND FASTENERS IN WETWELL SHALL BE STAINLESS STEEL.

7. PROVIDE WALL SLEEVES WITH WALL SEALS FOR ALL PIPE PENETRATIONS

THROUGHOUT VAULT AND WETWELL WALLS, UNLESS OTHERWISE NOTED.

8. PRECAST MANUFACTURER SHALL DESIGN TOP SLAB TO ACCOMMODATE THE WEIGHT

AND FORCE OF THE DAVIT CRANE WHILE LIFTING THE GRINDER UNIT OR A SINGLE

PUMP. ESTIMATED WEIGHT OF EACH SUBMERSIBLE PUMP IS 885 LBS. ESTIMATED

WEIGHT OF THE GRINDER UNIT IS 2,300 LBS. CONTRACTOR SHALL VERIFY WEIGHTS

FOR DESIGN OF WETWELL.

9. DAVIT CRANE SHALL BE POSITIONED SUCH THAT THE GRINDER UNIT AND ALL THREE (3)

SUBMERSIBLE PUMPS CAN BE LIFTED.

4" VENT (ABOVE)

SOLID MASONRY BLOCK (TYP)

10"Ø DI CHECK V (TYP OF 3)

10"Ø DI PLUG V (TYP OF 3)1'-0" SQ x 1'-3" DP

SUMP W/ SUMP PUMP

1 14"Ø SUMP

PUMP DISCH

CPLG (TYP)

4" VENT (ABOVE)

ALUM LADDER

GUIDE RAILS (TYP)

10'-0"x8'-0"

PRECAST CONC VAULT

10'-0" x 10'-0"

PRECAST WET WELL

CONC FILL

1 14"Ø SUMP PUMP

DISCH - EL 502.50'

(IN FOREGROUND)

SOLID MASONRY BLOCK (TYP)

4" SS PLATE, SHIM & FILL W/

GROUT AS NECESSARY

ALUM LADDER

PRESSURE GAUAGE

RANGE 0 - 100 PSI

(TYP OF 3)

ALUM ACCESS

HATCH (TYP)

1 12"Ø SCH 80 PVC HATCH

DRAIN, PIPE TO 6"ABOVE FLR

PUMP

(TYP OF 3)

GUIDE RAIL SUPPORT

(TYP) SEE NOTE 1

SS PIPE CLAMP W/ TIE

BOLTS TO TANK WALL

ALUM ACCESS HATCH

(ABOVE) PER MFR'S

RECOMMENDATION

1 - 1 14"Ø BALL V

2 - 1 14"Ø CHECK V

1 - 1 14"Ø UNION

10"Ø DI PUMP DISCH

4" SS VENT (TYP),

SEE NOTE 4

WALL SLEEVE W/

WALL SEAL (TYP)

12"Ø DI FM

PUMP (TYP)

IN-CHANNEL GRINDER

FRAME & CHANNEL

IN-CHANNEL GRINDER

SEE NOTE 1

IN-CHANNEL GRINDER

PRESSURE GAUGE

ASSEMBLY (TYP OF 4)

GUIDE RAIL,

SEE NOTE 1

LIFTING CHAIN

& CORD

EL 487.0'

1'- 6"

LAG PUMP ON EL 463.6'

HIGH LEVEL ALARM EL 464.1'

10" 2'-4"

1'- 9 3

/4"

2'- 6"

10'-0"

18"Ø DI INFLUENT

PIPE

3'-0" SQ ALUM ACCESS

HATCH (ABOVE)

4'-0" x 8'-0" ALUM

ACCESS HATCH (ABOVE)

12"Ø DI 90° ELB

(TYP OF 2)

10"x12"Ø DI RED (TYP OF 3)

SLOPE FLR

TO PUMPS

10'-0"

1'-3 1/2"

WALL SLEEVE W/

WALL SEAL (TYP)

1'-0" SQ x 1'-3" DP

SUMP W/ SUMP PUMP

18"Ø DI INF PIPE

INV EL 464.6'

1'- 2"

ALUM LADDER

3'-0" SQ ALUM ACCESS

HATCH (ABOVE)

TRANSDUCER AND FLOATS

12"Ø DI

CROSS

12"Ø DI TEE

(TYP OF 3)

12"Ø DI PLUG

VALVE (TYP OF 4)

MAG METER

6'-0"x6'-0" PRECAST

CONC VAULT

METER BY-PASS

8'-7" 6'-0" 4'-11 1/2"

5'-0" 5'-0"

12"Ø DI FMMAG METER

ALUM ACCESS

HATCH (TYP)

4'- 0"

2'- 0" 6"x12"Ø DI RED TEE

6"Ø DI PLUG V W/

V BOX TO GRADESLOPE TO WET WELL

(1/4" PER FT MIN)

6"Ø DI 90° ELB (TYP)

12"Ø SS 90° ELB

(BYPASS CONNECTION)

SCALE: SCALE: 3/8" = 1'-0" 0 4'2' 6'

PLAN1

SCALE: 1" = 1'-0" 1' 2'0 6"

SECTIONA

12"Ø DI TEE 6"x12"Ø DI RED TEE

12"Ø DI 90° ELB (TYP)

6"Ø DI DRAIN SLOPE TO WET

WELL, 1/4" PER FT MIN

12"Ø SS 90° ELB

12"Ø SS BLND FLNG

NOT TO SCALE

BYPASS PIPING DETAIL2

24" x 24" DAVIT CRANE BASE

FLOAT SWITCH (TYP)

FLOAT SWITCH &

LEVEL TRANSDUCER

CABLE WALL MOUNTS

LEVEL TRANSDUCER

BID SETJ:\

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PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

75884-8E

, P A

1 E . M

, P

03/2026

C-102

PUMP STATION

PLAN, SECTION

& DETAIL

SCALE: SCALE: 3/8" = 1'-0" 0 4'2' 6'

PUMP STATION DETAIL1

NOTE: PRECAST MANUFACTURER SHALL DESIGN WET WELL TOP SLAB

AND WALLS FOR DAVIT CRANE REACTIONS WITH LOAD CENTERED OVER

PUMP/GRINDER.

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AutoCAD SHX Text C-101

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SMH2

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STATION

-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50

5.9

5.4

4.6

41LF 18" PVC @ 0.50%

235LF 18" PVC @ 0.30%

EX EX MH2

: 4

VALVE VAULT

EX EX MH1

: 4

MH 1

7.2

.37

WET WELL

45° ELBOW

5.6

4.7

4.6

1.0

METER VAULT

EX FM CROSSING

VERIFY DEPTH IN FIELD

SEE PUMP STATION DETAIL

SHEET FOR DETAIL BETWEEN

MH2 AND 45° BEND

MH2

7.0

.82

NEX GRADE

PROPOSED GRADE

BID SETJ:\

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3/2 4/2

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M/S hir k, Ke ith

PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

75884-8E

, P A

1 E . M

, P

03/2026

C-201

SITE PLAN

PROFILE

SCALE: 1" = 30' 0 30' 60'

PROFILE2

SCALE: 1" = 30' 0 30' 60'

SITE PLAN1

PROJECT NORTH

10'X10' WETWELL 8'X10' VALVE VAULT

12"Ø FORCE MAIN

18"Ø GRAVITY SEWER

6'X6' METER VAULT

W/ BYPASS

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text

MIN

FIN GRADE

1'- 0"

C- C

2' (M

6" MI

SECTION B-BSECTION A-A

24"Ø

48"Ø

PLAN

PRECAST

RING

MANHOLE

STEPS AS

SPECIFIED

OUTLET

NOT TO SCALE1 DEEP PRECAST CONCRETE MANHOLE

SEALED JOINTS

1" MIN

CI FRAME AND COVER

FIN GRADE

6" MIN

(TYP)

24" (edit)

4'-0" (edit)

" M

PRECAST BASE

6" SELECT STONE BASE

MANHOLE

COVER AND FRAME

INLET

12" (MIN)

9 3 /8"

1 3/16"

A TOP

FRONT

SECTION A-A

SECTION

NOT TO SCALE2 MANHOLE STEP DETAIL

" O

1/2" Ø GRADE 50 STEEL

REINFORCEMENT

REWES

S A N I T A RY

OWNER'S NAME

PLAN

PICKHOLE DETAIL

FRAME SECTION

1 1 /2"

CLEAR OPENING = 24"

FLANGE Ø = 36" (MIN)

MIN 1/4"> COVER Ø

COVER

THICKNESS

AT FRAME

SEAT = 1 1/2"

BOLT DETAIL

5/8

1 5/8"

2" LETTERS

(RECESSED FLUSH)

(2) CLOSED PICKHOLES

(4) 1" Ø HOLE

COVER SECTION

COVER Ø = 26"

2 1 /2"

3/4 "(M

1" (MIN) 1/2"(MIN)

GROOVE DETAIL

1/4"

3/1 6"

NOTE:

MINIMUM H-25 LOAD RATING

NOT TO SCALE3

HEAVY DUTY WATERTIGHT

MANHOLE FRAME &

COVER W/GASKET IN FRAME

(4) BOLTS

1/4" Ø NEOPRENE GASKET

1/2" -13 SS HEX BOLT,

STEEL WASHER, &

RUBBER WASHER

(4 PLACES)

1 1 /2"

SLOPE

SLO

OPE

SLOPE

NOTES

1. CHANNELS TYPICAL - NUMBER AND LOCATION TO MEET FIELD

CONDITIONS.

2. CHANNEL BOTTOMS TO BE SEMI - CIRCULAR IN SECTIONS.

3. MANHOLE FLOOR SLOPE TO CHANNEL FOR DRAINAGE.

NOT TO SCALE4 PLAN OF MANHOLE BASES

ID ID

IDID

MANHOLE

PIPE

DETAIL

SECTION

NOT TO SCALE5 PRECAST MANHOLE BASE DETAIL

PRECAST REINFORCED CONCRETE

BASE WITH RISER SECTION-CHANNEL

FORMED ON THE JOB OR FACTORY

INSTALLED

SEE DETAIL BELOW

6" SELECT STONE BASE

PRECAST BASE

RESILIENT PIPE TO

MANHOLE CONNECTION

CHANNEL FIELD FORMED

OR FACTORY INSTALLED

6" MIN

TYPE IV BEDDING

TYPE II BEDDING

NOT TO SCALE6

STANDARD

PIPE BEDDING DETAIL

O.D.

BACKFILL W/SPECIFIED

MATERIAL. PLACE AND

COMPACT AS SPECIFIED

STONE BEDDING

NOTES

1. SEE OTHER TYPICAL DETAILS FOR TRENCH RESTORATION AT GRADE.

12" MIN

BACKFILL W/SPECIFIED

MATERIAL. PLACE AND

COMPACT AS SPECIFIED

STONE BEDDING

FIN GRADE

TOPSOIL AND SEED/SOD (edit) AS REQUIRED

NOTES

1. DETECTABLE TABLE COLORED AS FOLLOWS:

- YELLOW: GAS AND ASSOCIATED LINES, SUCH AS FUEL LINES.

- ORANGE: TELEPHONE AND ASSOCIATED LINES, SUCH AS CATV.

- BLUE: WATER AND ASSOCIATED LINES SUCH AS IRRIGATION LINES.

- RED: ELECTRIC AND ASSOCIATED LINES.

- GREEN: SEWER AND ASSOCIATED LINES.

2. ADDITIONAL CONSIDERATIONS MAY BE REQUIRED BY SITE AND SOIL

CONDITIONS OR PIPE MANUFACTURER'S RECOMMENDATIONS.

NOT TO SCALE7

TRENCH RESTORATION AT

NON-PAVED AREAS

BACKFILL W/SPECIFIED

MATERIAL. PLACE AND

COMPACT AS SPECIFIED

PIPE BEDDING.

SEE STANDARD PIPE

BEDDING DETAIL

(e dit

NO EXCAVATED MATERIAL TO BE

PLACED WITHIN 2 FT OF SIDE OF

EXCAVATION

EXCAVATED MATERIAL

1'- 0"

DETECTABLE UNDERGROUND

MARKING TAPE (6" WIDE) AS

REQUIRED. SEE COLORS IN NOTES.

BID SETJ:\

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PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

75884-8E

, P A

1 E . M

, P

03/2026

C-501

SANITARY

SEWER

DETAILS

NOTES

1. ALL BUTTRESSES TO BE CARRIED TO UNDISTURBED EARTH.

2. ALL CONCRETE TO BE AS SPECIFIED FOR MASS CONCRETE.

3. BUTTRESS DIMENSIONS SHOWN ARE FOR MINIMUM DIMENSIONS AND ARE

BASED UPON SOIL BEARING PRESSURE OF 3,000 P.S.F. AND STATIC WATER

PRESSURE OF 150 PSI WHERE PRESSURE EXCEEDS 150 PSI OR WHERE

SOIL BEARING PRESSURE IS LESS THAN 3,000 P.S.F. SPECIAL BUTTRESS

DESIGN IS REQUIRED.

4. USE DIMENSIONS SHOWN UNDER 4" PIPE FOR ALL PIPES LESS THAN 4"Ø.

SECTION A-A

BUTTRESS FOR CAPS

SECTION A-A

BUTTRESS FOR

HORIZONTAL BENDS

PLAN

BUTTRESS FOR

HORIZONTAL BENDS

PLAN

BUTTRESS FOR TEES

SECTION A-A

BUTTRESS FOR TEES

D=PIPE Ø

NOT TO SCALE1

THRUST BLOCK FOR HORIZONTAL

BENDS, TEES AND CAPS

FDD G

2/3 D

8" MIN

D/4

B B

I I

C 4" MIN

D/4

PLAN

BUTTRESS FOR CAPS

A A

J J

K K

D A A

BUTTRESS FOR HORIZONTAL BENDS

BEND

SIZE OF BRANCH (D)

4" 6" 8" 10" 12" 16"

1/4° 1/32

A 4" 6" 8" 10" 1'-0" 1'-4"

B 5" 7" 8" 9" 10" 1'-0"

C 5" 7" 7" 8" 8" 9"

1/2° 1/16

A 6" 9" 1'-0" 1'-6" 1'-9" 2'-3"

B 6" 7" 8" 9" 10" 1'-0"

C 6" 8" 9" 10" 11" 1'-2"

45° 1/8

A 10" 1'-3" 1'-8" 2'-1" 2'-6" 3'-4"

B 7" 7" 8" 9" 11" 1'-3"

C 7" 8" 9" 10" 11" 1'-2"

90° 1/4

A 1'-6" 2'-0" 2'-6" 3'-0" 3'-6" 5'-0"

B 6" 6" 9" 1'-0" 1'-3 1'-6"

C 1'-6" 1'-10" 1'-9" 1'-8" 1'-7" 1'-5"

CAPS

E 6" 6" 8" 8" 10" 1'-0"

F 9" 1'-0" 1'-4" 1'-8" 2'-0" 2'-9"

G 11" 1'-5" 1'-11" 2'-5" 2'-10" 3'-9"

TEES

C 6" 8" 9" 10" 1'-0" 1'-2"

H 6" 8" 9" 10" 1'-0" 1'-2"

I 6" 9" 1'-0" 1'-3" 1'-5" 1'-11"

J 4" 6" 8" 10" 1'-0" 1'-4"

K 6" 6" 8" 8" 8" 10"

NOTES

1. USE 3 #6 REINFORCING BARS AS SHOWN. IMBED 30 DIAMETERS IN

CONCRETE AND PAINT EXPOSED SURFACE WITH 2 COATS OF APPROVED

BITUMINOUS PAINT.

2. ALL CONCRETE TO BE CLASS AS SPECIFIED FOR MASS CONCRETE.

3. ALL BUTTRESSES TO BE CARRIED TO UNDISTURBED EARTH.

4. BUTTRESS DIMENSIONS SHOWN ARE MINIMUM. DIMENSIONS ARE BASED

UPON SOIL BEARING PRESSURE OF 3,000 P.S.F. AND STATIC WATER

PRESSURE OF 150 PSI WHERE PRESSURE EXCEEDS 150 P.S.I. OR WHERE

SOIL BEARING PRESSURE IS LESS THAN 3,000 P.S.F. SPECIAL BUTTRESS

DESIGN IS REQUIRED.

5. USE DIMENSIONS SHOWN UNDER 4" PIPE FOR ALL PIPES LESS THAN 4"Ø.

ELEVATION

ANCHORAGE FOR VERTICAL

BENDS

NOT TO SCALE2 THRUST BLOCK FOR VERTICAL BENDS

2/3 D

8" MIN

C D/

SECTION

BUTTRESS FOR

VERTICAL BENDS

PLAN

BUTTRESS FOR

VERTICAL BENDS

DOUBLE ACTING

STEEL WEDGES

CLEARANCES

FOR REPAIR

CLAMP

CONCRETE

ANCHORAGE

2/3 D

8" MIN

SEE NOTE 1

PLAN

ANCHORAGE FOR VERTICAL

BENDS

BUTTRESS FOR VERTICAL BENDS

BEND

SIZE

4" 6" 8" 10" 12" 16"

11 1/4° 1/32

A 4" 6" 8" 10" 1'-0" 1'-4"

B 5" 7" 8" 9" 10" 1'-0"

C 5" 7" 7" 8" 8" 9"

22 1/2° 1/16

A 6" 9" 1'-0" 1'-6" 1'-9" 2'-3"

B 6" 7" 7" 8" 10" 1'-0"

C 6" 7" 7" 8" 8" 9"

45° 1/8

A 10" 1'-3" 1'-8" 2'-1" 2'-6" 3'-4"

B 7" 7" 8" 9" 11" 1'-3"

C 7" 7" 8" 10" 11" 1'-3"

ANCHORAGE FOR VERTICAL BENDS

BEND

SIZE

4" 6" 8" 10" 12" 16"

11 1/4° 1/32

A 1'-4" 1'-6" 1'-6" 2'-6" 3'-0" 4'-0"

B 1'-0" 1'-6" 1'-9" 2'-0" 2'-6" 2'-6"

C 2'-0" 2'-0" 2'-6" 3'-0" 3'-0" 4'-0"

22 1/2° 1/16

A 1'-8" 2'-0" 3'-4" 3'-8" 4'-0" 4'-4"

B 1'-6" 1'-9" 2'-3" 2'-3" 2'-3" 2'-6"

C 2'-0" 3'-0" 2'-8" 3'-10" 4'-0" 5'-9"

45° 1/8

A 2'-3" 2'-6" 3'-0" 4'-0" 4'-6" 5'-2"

B 1'-9" 2'-6" 2'-9" 3'-0" 3'-6" 4'-0"

C 2'-6" 3'-0" 4'-0" 4'-6" 4'-9" 6'-6"

COMPACTED SUBGRADE

6" NO. 2A MODIFIED BASE COURSE

SUPERPAVE ASPHALT MIXTURE DESIGN

HMA WEARING COURSE, PG 64-22,

<0.3 MILLION ESALS, 12.5 MM MIX

1 1/2" DEPTH, SRL-L

SUPERPAVE ASPHALT MIXTURE DESIGN

HMA BINDER COURSE, PG 64-22,

<0.3 MILLION ESALS, 25.0 MM

MIX 3" DEPTH

NOT TO SCALE4 TYP PAVING

FLOW

NOTES

1. STREAM CROSSING PAY ITEM INCLUDES EXCAVATION, CONCRETE

ENCASEMENT, CARRIER PIPE, CLAY DIKE, RIP RAP, BACKFILL & OTHER

WORK INCIDENTAL TO STREAM CROSSING CONSTRUCTION.

NOT TO SCALE3 STREAM CROSSING DETAIL

CLAY DIKE

' M

CONCRETE ENCASEMENT

EDGE OF STEAM

1'-0" THICK RIP RAP

AT STREAM BANKS AND BED

CARRIER PIPE

1'-0" THICK RIP RAP

PLAN

SECTION

5' MIN

(TYP EACH

END)

5'-0" MIN

EACH END

SCALE: 5 SCALE

CHAIN LINK FENCE WITH BARBED WIRE

6'- 0"

12"Ø (LINE POST)

18"Ø (GATE POST)

CONCRETE

FOUNDATION

TENSION

WIRE

2" x2

" C

238"Ø OD POST

@ 10' CENTERS

158"Ø OD TOP RAIL

VINYL COATED GALVANIZED STEEL

BARBED WIRE (3 STRANDS)

158"Ø OD BRACE

(SAME AS TOP RAIL)

10'-0" TO MAX

6" AASHTO

#57 STONE

P.C. BUILDING

WALL

CONC SLABFINISHED GRADE

#4 @ 12" EW

12"

3'- 6"

2" MIN

NOT TO SCALE6 CONTROL BUILDING FOUNDATION

NOT TO SCALE7 FLOAT SWITCH MOUNTING DETAIL

BID SETJ:\

\75

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PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

75884-8E

, P A

1 E . M

, P

03/2026

C-502

SANITARY

SEWER & SITE

DETAILS

AutoCAD SHX Text

TO MAX MAX

NOTES:

1. MULCHING MATERIALS, CONSTRUCTION AND MAINTENANCE WILL BE IN ACCORDANCE WITH PADOT

PUBLICATION NO. 408 SPECIFICATIONS SECTION 806.

2. PLS=PURE LIVE SEED ; GERM=GERMINATION ; % SHOWN IS MINIMUM.

EROSION & SEDIMENT CONTROL PLAN STANDARD NOTES:

1. 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.

2. 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 (STAMPED, SIGNED AND DATED BY THE REVIEWING AGENCY) 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.

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 DEPARTMENT 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. 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. VEHICLES AND EQUIPMENT MAY NEITHER ENTER DIRECTLY NOR EXIT DIRECTLY FROM THE PROJECT SITE ONTO

ADJACENT ROADWAYS.

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 REGIONAL OFFICE OF THE

DEPARTMENT.

10. ALL PUMPING OF WATER FROM ANY WORK AREA SHALL BE DONE ACCORDING TO THE PROCEDURE DESCRIBED IN THIS

PLAN, OVER UNDISTURBED VEGETATED AREAS.

11. ALL CHANNELS SHALL BE KEPT FREE OF OBSTRUCTIONS INCLUDING BUT NOT LIMITED TO FILL, ROCKS, LEAVES, WOODY DEBRIS, ACCUMULATED SEDIMENT, EXCESS VEGETATION, AND CONSTRUCTION MATERIAL/WASTES.

12. UNDERGROUND UTILITIES CUTTING THROUGH ANY ACTIVE CHANNEL SHALL BE IMMEDIATELY BACKFILLED AND THE CHANNEL RESTORED TO ITS ORIGINAL CROSS-SECTION AND PROTECTIVE LINING. ANY BASE FLOW WITHIN THE CHANNEL SHALL BE CONVEYED PAST THE WORK AREA IN THE MANNER DESCRIBED IN THIS PLAN UNTIL SUCH RESTORATION IS

COMPLETE.

13. 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 6 INCHES OF TOPSOIL IN PLACE PRIOR TO SEEDING AND MULCHING. FILL OUTSLOPES SHALL HAVE A MINIMUM OF 2 INCHES OF TOPSOIL.

14. 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.

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

16. 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.

17. FILL MATERIAL FOR EMBANKMENTS SHALL BE FREE OF ROOTS, OR OTHER WOODY VEGETATION, ORGANIC MATERIAL, LARGE STONES, AND OTHER OBJECTIONABLE MATERIALS. THE EMBANKMENT SHALL BE COMPACTED IN MAXIMUM 8"

LAYERED LIFTS AT 95% DENSITY.

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

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

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

AND SPECIFICATION FOR SUBSURFACE DRAIN OR OTHER APPROVED METHOD.

21. 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.

22. 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.

23. PERMANENT STABILIZATION IS DEFINED AS A MINIMUM UNIFORM, PERENNIAL 70% VEGETATIVE COVER OR OTHER PERMANENT NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED EROSION. CUT AND FILL SLOPES SHALL BE CAPABLE OF RESISTING FAILURE DUE TO SLUMPING, SLIDING, OR OTHER MOVEMENTS.

24. EROSION CONTROL BLANKETING SHALL BE INSTALLED ON ALL SLOPES 3H:1V OR STEEPER WITHIN 50 FEET OF A SURFACE WATER AND ON ALL OTHER DISTURBED AREAS SPECIFIED ON THE PLAN MAPS AND/OR DETAIL SHEETS.

25. 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.

26. 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.

27. THE PERMITTEE AND CO-PERMITTEE MUST ENSURE THAT VISUAL SITE INSPECTIONS ARE CONDUCTED WEEKLY, AND AFTER EACH MEASURABLE PRECIPITATION EVENT BY QUALIFIED PERSONNEL, TRAINED AND EXPERIENCED IN EROSION AND SEDIMENT CONTROL, TO ASCERTAIN THAT THE EROSION AND SEDIMENT CONTROL (E&S) BMPS ARE OPERATIONAL AND EFFECTIVE IN PREVENTING POLLUTION TO THE WATERS OF THE COMMONWEALTH. A WRITTEN REPORT OF EACH

INSPECTION SHALL BE KEPT, AND INCLUDE:

A) SUMMARY OF THE SITE CONDITIONS, E&S BMPS, AND COMPLIANCE; AND

B)THE DATE, TIME, AND THE NAME OF THE PERSON CONDUCTING THE INSPECTION.

28. 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 DEPARTMENT.

29. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND SEDIMENT BMPS MUST BE REMOVED .

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.

30. 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.

31. ALL BUILDING MATERIALS AND WASTES SHALL BE REMOVED FROM THE SITE AND RECYCLED OR DISPOSED OF IN ACCORDANCE WITH THE DEPARTMENT'S IMPLEMENTED 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.

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

OR THE DEPARTMENT FULLY PRIOR TO BEING ACTIVATED.

33. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE REMOVAL OF ANY EXCESS MATERIAL AND MAKE SURE THE SITE(S) RECEIVING THE EXCESS HAS AN APPROVED EROSION AND SEDIMENT CONTROL PLAN THAT MEETS THE CONDITIONS OF

CHAPTER 102 AND/OR OTHER STATE OR FEDERAL REGULATIONS.

34. 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

35. CLEAN FILL IS DEFINED AS: UNCONTAMINATED, NON-WATER SOLUBLE, NON-DECOMPOSABLE, INERT, SOLID MATERIAL. THE TERM INCLUDES SOIL, ROCK, STONE, DREDGED MATERIAL, USED ASPHALT, AND BRICK, BLOCK OR CONCRETE FROM CONSTRUCTION AND DEMOLITION ACTIVITIES THAT IS SEPARATE FROM OTHER WASTE AND IS RECOGNIZABLE AS SUCH.

THE TERM DOES NOT INCLUDE MATERIALS PLACED IN OR ON THE WATERS OF THE COMMONWEALTH UNLESS OTHERWISE AUTHORIZED. (THE TERM “USED ASPHALT” DOES NOT INCLUDE MILLED ASPHALT OR ASPHALT THAT HAS BEEN PROCESSED

FOR RE-USE.).

36. 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.

37. ENVIRONMENTAL DUE DILIGENCE MUST BE PERFORMED TO DETERMINE IF THE FILL MATERIALS ASSOCIATED WITH THE PROJECT QUALIFY AS CLEAN FILL. ENVIRONMENTAL DUE DILIGENCE IS DEFINED AS: INVESTIGATIVE TECHNIQUES, INCLUDING, BUT NOT LIMITED TO, VISUAL PROPERTY INSPECTIONS, ELECTRONIC DATA BASE SEARCHES, REVIEW OF PROPERTY OWNERSHIP, REVIEW OF PROPERTY USE HISTORY, SAN BORN MAPS, ENVIRONMENTAL QUESTIONNAIRES, TRANSACTION SCREENS, ANALYTICAL TESTING, ENVIRONMENTAL ASSESSMENTS OR AUDITS. ANALYTICAL TESTING IS NOT A REQUIRED PART OF DUE DILIGENCE UNLESS VISUAL INSPECTION AND/OR REVIEW OF THE PAST LAND USE OF THE PROPERTY INDICATES THAT THE FILL MAY HAVE BEEN SUBJECTED TO A SPILL OR RELEASE OF A REGULATED SUBSTANCE.

IF THE FILL MAY HAVE BEEN AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE, IT MUST BE TESTED TO DETERMINE IF IT QUALIFIES AS CLEAN FILL. TESTING SHOULD BE PERFORMED IN ACCORDANCE WITH APPENDIX A OF THE

DEPARTMENT'S POLICY “MANAGEMENT OF CLEAN FILL.”

38. UPON COMPLETION OF ALL EARTH MOVING ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE OWNER AND/OR OPERATOR SHALL CONTACT THE PA DEP TO SCHEDULE A FINAL INSPECTION PRIOR TO

REMOVAL/CONVERSION OF THE E&S BMP'S.

39. CONCRETE WASH WATER SHALL BE HANDLED IN THE MANNER DESCRIBED ON THE PLAN DRAWINGS. IN NO CASE SHALL IT

BE ALLOWED TO ENTER ANY SURFACE WATERS OR GROUNDWATER SYSTEMS.

40. ALL MATERIALS AND OPERATIONS FOR EROSION CONTROL AND GRADING WORK SHALL BE IN ACCORDANCE WITH PENNSYLVANIA'S CLEAN STREAMS LAW (35 PS 691.1 ET SEQ), TITLE 25 PENNSYLVANIA CODE, CHAPTER 102 EROSION AND SEDIMENT CONTROL, THE COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION EROSION AND SEDIMENT POLLUTION CONTROL MANUAL, ISSUED MARCH 2012, AS AMENDED AND THE COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, PUBLICATION 408/2011 AS AMENDED.

41. IF ANY SINKHOLES ARE ENCOUNTERED DURING CONSTRUCTION THE CONTRACTOR SHALL CONSULT A QUALIFIED GEOLOGIST AND CONTACT THE OWNER'S REPRESENTATIVE PRIOR TO TAKING CORRECTIVE MEASURES.

42. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE THROUGH A SEDIMENT CONTROL BMP, SUCH AS A PUMPED WATER

FILTER BAG OR EQUIVALENT REMOVAL FACILITY, OVER UNDISTURBED VEGETATED AREAS.

43. UPON TEMPORARY CESSATION OF AN EARTH DISTURBANCE ACTIVITY OR ANY STAGE OR PHASE OF AN ACTIVITY WHERE A CESSATION OF EARTH DISTURBANCE ACTIVITIES WILL EXCEED 4 DAYS, THE SITE SHALL BE IMMEDIATELY SEEDED, MULCHED, OR OTHERWISE PROTECTED FROM ACCELERATED EROSION AND SEDIMENTATION PENDING FUTURE EARTH

DISTURBANCE ACTIVITIES.

44. TOPSOIL SHOULD NOT BE PLACED WHILE THE TOPSOIL OR SUBSOIL IS IN A FROZEN OR MUDDY CONDITION, WHEN THE SUBSOIL IS EXCESSIVELY WET, OR IN A CONDITION THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER GRADING AND SEEDBED PREPARATION. COMPACTED SOILS SHOULD BE SCARIFIED 6 TO 12 INCHES ALONG CONTOUR WHENEVER

POSSIBLE PRIOR TO SEEDING.

45. AN EROSION CONTROL BLANKET WILL BE INSTALLED ON ALL DISTURBED SLOPES 3:1 OR STEEPER, ALL AREAS OF

CONCENTRATED FLOWS, AND DISTURBED AREAS WITHIN 50' OF A SURFACE WATER.

46. ANY SEDIMENT REMOVED FROM BMPS DURING CONSTRUCTION WILL BE RETURNED TO UPLAND AREAS ON SITE AND

INCORPORATED INTO THE SITE GRADING.

MULCHING:

1. APPLY MULCHES AT THE RATES SHOWN IN MULCH APPLICATION RATES TABLE.

2. POLYMERIC AND GUM TACKIFIERS MIXED AND APPLIED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS MAY BE USED TO TACK MULCH. AVOID APPLICATION DURING RAIN AND ON WINDY DAYS. A 24-HOUR CURING PERIOD AND A SOIL TEMPERATURE HIGHER THAN 45 DEGREES F ARE TYPICALLY REQUIRED. APPLICATION SHOULD GENERALLY BE HEAVIEST AT EDGES OF SEEDED AREAS AND AT CRESTS OF RIDGES AND BANKS TO PREVENT LOSS BY WIND. THE REMAINDER OF THE AREA SHOULD HAVE BINDER APPLIED UNIFORMLY. BINDERS MAY BE APPLIED AFTER MULCH IS SPREAD OR SPRAYED INTO THE MULCH AS IT IS BEING BLOWN INTO THE SOIL. APPLYING STRAW AND BINDER TOGETHER IS GENERALLY MORE

EFFECTIVE.

3. SYNTHETIC BINDERS (CHEMICAL BINDERS) MAY BE USED AS RECOMMENDED BY THE MANUFACTURER TO ANCHOR MULCH PROVIDED SUFFICIENT DOCUMENTATION IS PROVIDED TO SHOW THEY ARE NON-TOXIC TO NATIVE PLANT AND ANIMAL

SPECIES.

4. MULCH ON SLOPES OF 8% OR STEEPER SHOULD BE HELD IN PLACE WITH NETTING. LIGHTWEIGHT PLASTIC, FIBER, OR PAPER NETS MAY BE STAPLED OVER THE MULCH ACCORDING TO MANUFACTURER'S RECOMMENDATIONS

5. STRAW AND HAY MULCH SHOULD BE ANCHORED IMMEDIATELY AFTER APPLICATION TO PREVENT BEING WINDBLOWN. A TRACTOR-DRAWN IMPLEMENT MAY BE USED TO "CRIMP" THE STRAW OR HAY INTO THE SOIL-ABOUT 3 INCHES. THIS METHOD IS LIMITED TO SLOPES NO STEEPER THE 3:1. THE MACHINERY SHOULD BE OPERATED ON THE CONTOUR. (NOTE:

CRIMPING OF HAY OR STRAW BY RUNNING OVER IT WITH TRACKED MACHINERY IS NOT RECOMMENDED).

6. SHREDDED PAPER HYDROMULCH SHOULD NOT BE USED ON SLOPES STEEPER THAN 5%. WOOD FIBER HYDROMULCH MAY BE APPLIED ON STEEPER SLOPES PROVIDED A TACKIFIER IS USED. THE APPLICATION RATE FOR ANY HYDROMULCH

SHOULD BE 2,000 LB./ACRE AT A MINIMUM.

SEQUENCE OF CONSTRUCTION

ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE FOLLOWING GENERAL SEQUENCE. EACH STAGE SHALL BE COMPLETED AND IMMEDIATELY STABILIZED BEFORE ANY FOLLOWING STAGE IS

INITIATED.

CLEARING, GRUBBING AND TOPSOIL STRIPPING SHALL BE LIMITED ONLY TO THOSE AREAS DESCRIBED IN EACH

STAGE.

IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE OPERATOR SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES TO ELIMINATE THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION.

FIELD MARK LIMITS OF DISTURBANCE INCLUDING ALL WATERS OF THE COMMONWEALTH AND/OR UNITED STATES, INCLUDING, BUT NOT LIMITED TO, STREAM, BUFFERS, WETLAND BOUNDARIES, SPRINGS, SEEPS, WETLANDS, AND

FLOODWAYS.

1. INSTALL ROCK CONSTRUCTION ENTRANCES, CONCRETE CLEAN OUT, AND INSTALL FILTER SOCKS DOWNSLOPE

OF DISTURBED AREAS.

2. CLEAR AND GRUB VEGETATION AND STRIP TOPSOIL ALONG SEWER ALIGNMENT

3. CONSTRUCT PROPOSED GRAVITY SEWER AND RESTORE TO EXISTING GRADE DAILY. FOR STREAM CROSSING

AREA REFER TO THE STREAM CROSSING DETAIL.

4. CONSTRUCT THE PROPOSED PUMP STATION, CONTROL BUILDING, AND FORCE MAIN.

5. COMPLETE FINAL GRADING. INSTALL SEED AND MAT ON AREAS TO BE VEGETATED.

6. INSTALL THE FENCE AND DRIVEWAY

7. RESTORE AND SEED AND MAT ALL DISTURBED AREAS THE NEW PUMP STATION SITE

8. UPON SUCCESSFUL TESTING OF NEW PUMP STATION OPERATIONS, DEMOLISH THE EXISTING PUMP STATION.

9. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES, REMOVE ALL TEMPORARY BMP'S AND PERMANENT STABILIZE ALL DISTURBED AREAS, THE OWNER AND/OR OPERATOR SHALL NOTIFY THE PA DEP FOR FINAL INSPECTION. PERMANENT STABILIZATION SHALL BE DEFINED AS AN UNIFORM 70% PERMANENT VEGETATIVE COVER OR OTHER PERMANENT NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED SURFACE EROSION AND HEAVING SUBSURFACE CHARACTERISTICS SUFFICIENT TO RESIST

SLIDING AND OTHER MOVEMENTS.

MULCH APPLICATION RATES

MULCH TYPE

APPLICATION RATE (MIN.)

NOTES

PER ACRE PER 1000 SQ FT PER 1000 SQ YD

STRAW 3 TONS 140 LB 1240 LB

EITHER WHEAT OR OAT STRAW,

FREE OF WEEDS, NOT CHOPPED

OR FINELY BROKEN

HAY 3 TONS 140 LB 1240 LB

TIMOTHY, MIXED CLOVER AND

TIMOTHY OR OTHER NATIVE

FORAGE GRASSES

WOOD CHIPS 4-6 TONS 185-275 LB 1,650-2,500 LB MAY PREVENT GERMINATION OF

GRASSES AND LEGUMES

HYDROMULCH 1 TON 47 LB 415 LB SEE LIMITATIONS IN MULCH NOTES

ABOVE

SEEDING RESTORATION TABLE

RESTORATION

CONDITION

TOPSOIL LIME* FERTILIZER* SEED MIX &

SOWING RATE/DATES

PLS

GERM.

TEMPORARY

COVER**

N/A 1 TON/

ACRE

10-10-10 @

500#/ ACRE

100% ANNUAL RYEGRASS

SOW 1# PER 1,000 S.F.

MARCH 15 - OCT. 15

81 85

LAWNS YES 6 TONS/

ACRE

10-20-20 @

1,000#/ACRE

55% KENTUCKY 31 TALL FESCUE

25% PENNLAWN RED FESCUE

20% PERENNIAL RYEGRASS

SOW 6#/ 1000 S.F.

MARCH 15 - OCT. 15

BANK AREAS

STEEPER THAN

EQUAL TO 3:1

YES ON

DISTURBED

AREAS

ONLY

NONE NONE USE ERNMX

- 156 SEE LANDSCAPE PLAN

SOW 20-40#/ ACRE

MARCH 15 - OCT. 15

76 80

* UNLESS A LESSER RATE IS INDICATED BY SOIL TESTS.

** UNLESS OTHERWISE SPECIFIED IN THE EROSION AND SEDIMENT CONTROL PLAN.

SOILS DESCRIPTIONS, LIMITATIONS AND RESOLUTIONS

MAP

UNIT

MAP

UNIT NAME

SOPES (%) PRIME

FARMLAND

DEPTH TO

HIGH

WATER

HYDROLOGIC

SOIL GROUP

POTENTIAL

FROST

ACTION

DEPTH TO

RESTRICTIVE

FEATURE

CORROSION RISK LIMITATIONS FOR

UNCOATED

STEEL CONCRETE LOCAL ROADS AND STREETS SMALL COMMERCIAL BLDGS LAWN AND LANDSCAPING SHALLOW EXCAVATIONS RESOLUTIONS

Bo BOWMAN SILT

LOAM

0-3% NO 0-18" C/D HIGH 72-99" HIGH MODERATE VERY LIMITED

1. DEPTH TO STURATED ZONE

2. FLOODING

3. DUSTY

4. UNSTABLE EXCAVATION WALLS

V…

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