PROJECT

LOCATION

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BRENDA ROAD

PROJECT

LOCATION

POTOMAC AVENUE

TROTTER RIDGE CT.

WEST MANCHESTER TOWNSHIP

WATER AUTHORITY

WELL 4 AND 5 - CHLORINE CONTACT PIPE

WEST MANCHESTER TOWNSHIP, YORK COUNTY, PENNSYLVANIA

PROJECT NO. 90033-06

JULY 2026

PROJECT VICINITY MAP

SCALE: 1" = 2000'

NORTH NORTH

0 2000' 4000'

PROJECT LOCATION MAP

SCALE: 1" = 250'

0 250' 500'

DRAWING INDEX

SHEET NO. SHEET TITLE

GENERAL

G-001 COVER SHEET

G-002 LEGEND, ABBREVIATIONS & GENERAL NOTES

CIVIL

C-101 SITE PLAN AND DETAILS

CE101 EROSION & SEDIMENT CONTROL PLAN AND DETAILS

& 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

S

GENERAL LEGEND

PROCESS MECHANICAL LEGEND

SECTION CUT REFERENCE SYMBOL

DETAIL REFERENCE SYMBOL

ELEVATION REFERENCE SYMBOL

PHOTO REFERENCE SYMBOL

CROSS HATCHING INDICATES EXISTING STRUCTURE,

EQUIPMENT OR PIPING TO BE REMOVED

SLANT LETTERING INDICATES EXISTING ITEMS

VERTICAL LETTERING INDICATES PROPOSED ITEMS.

PRESSURE REDUCING VALVE

AUTOMATIC DRAIN VALVE

BALL VALVE

CHECK VALVE

GATE VALVE

BUTTERFLY VALVE

PLUG VALVE

SOLENOID VALVE

PRESSURE RELIEF VALVE

BACK PRESSURE VALVE

DIAPHRAGM VALVE

ROTOMETER

UNION

TEE

90° ELBOW

45° ELBOW

REDUCER

COUPLING

CAP

FLEXIBLE CONNECTOR

THERMOMETER

ADAPTER

HOSE BIBB

PRESSURE GAUGE

X

X-XXX

X

X-XXX

X

X-XXX

X

X-XXX

BUILDING

BUILDING

GENERAL NOTES:

1. THE UTILITIES SHOWN HAVE BEEN PLOTTED FROM DRAWINGS AND ARE APPROXIMATE IN

LOCATION AND DEPTH. THE CONTRACTOR SHALL VERIFY THE ACTUAL LOCATION, DEPTH,

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 EXISTING UTILITIES, AND

FURTHERMORE WILL ASSUME NO RESPONSIBILITY FOR ANY COST OR CONDITION

RESULTING FROM ANY INACCURACY OR INSUFFICIENCY IN THIS REGARD. THE

CONTRACTOR IS RESPONSIBLE FOR CONTACTING UTILITIES FOR THE ACTUAL LOCATION

OF THEIR FACILITIES BEFORE ANY WORK IS BEGUN ON THIS PROJECT. FOR UTILITY

LOCATIONS CALL "PA ONE CALL" AT LEAST 48 HOURS PRIOR TO EXCAVATION

1-800-242-1776. THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS TO

MAINTAIN EXISTING UTILITIES SERVICE AND SHALL REPAIR DAMAGE TO THEM

IMMEDIATELY AT HIS OWN EXPENSE.

2. THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO MAINTAIN EXISTING

UTILITY SERVICES AND SHALL REPAIR DAMAGE TO THEM IMMEDIATELY AT HIS OWN

EXPENSE.

3. MINIMUM DEPTH OF COVER TO CROWN OF PIPE FOR ALL UTILITIES AND SERVICES SHALL

BE FOUR FEET, UNLESS OTHERWISE INDICATED.

4. PIPE LENGTHS ARE BASED ON HORIZONTAL DISTANCES.

5. ALL VALVES SHALL BE PROVIDED WITH VALVE BOXES TO GRADE.

6. THE CONTRACTOR SHALL PROVIDE ALL FITTINGS AND THRUST BLOCKS NECESSARY FOR

A COMPLETE SYSTEM.

7. PROVIDE PIPING WITH THRUST BLOCKING AND RESTRAINED JOINTS FITTINGS AT ALL

BENDS, TEES, VALVES AND CHANGE IN DIRECTION 111

4° OR GREATER.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEST PITTING EXISTING UTILITIES AT

CROSSING POINTS PRIOR TO THE INSTALLATION OF PROPOSED FACILITIES.

9. THE LOCATION OF ANY PROPERTY LINES OR RIGHT-OF-WAY LINES ARE SHOWN ON THE

DRAWINGS FOR INFORMATIONAL PURPOSES ONLY AND THEIR ACCURACY IS NOT

GUARANTEED.

10. UNLESS OTHERWISE NOTED, DETAILS SHOWN ON ANY DRAWING ARE TYPICAL FOR ALL

SIMILAR CONDITIONS.

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

20261821353

LIST OF PUBLIC UTILITIES

PA ONE CALL SYSTEM REQUIREMENTS AND GUIDELINES, ACT 121, AND COMMON GROUND ALLIANCE BEST PRACTICES MANUAL REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON

PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE COMMONWEALTH.

PA ONE CALL HAS ASSIGNED THE FOLLOWING SERIAL NOS. TO THIS PROJECT; 20261821353, 20261821238

COMPANY: CABLE PROTECTION SERVICES INC

ADDRESS: PO BOX 4186

MIDLOTHIAN, VA. 23112

CONTACT: DEBBIE KING

EMAIL: DEBBIE_KING@CABLEPS.COM

PHONE: 804-562-3409

COMPANY: COLUMBIA GAS OF PA INC

ADDRESS: 1600 DUBLIN RD

COLUMBUS, OH. 43215

CONTACT: LISA COLLINS

EMAIL: LDUGAN@NISOURCE.COM

PHONE: 614-325-5961

COMPANY: METROPOLITAN EDISON CO/FIRST ENERGY

ADDRESS: 341 WHITE POND DR

AKRON, OK. 44320

CONTACT: MELLYSSA ADAMS

EMAIL: MADAMS@FIRSTENERGYCORP.COM

PHONE: 330-252-4013

COMPANY: USIC

ADDRESS: 9045 N RIVER RD SUITE 300

INDIANAPOLIS, IN. 46240

CONTACT: JEFFERY TRUMBOWER

EMAIL: JEFFTRUMBOWER@USICLLC.COM

PHONE: 317-810-8254

COMPANY: VERIZON NORTH

ADDRESS: 37 W 8TH ST

WYOMING, PA. 18644

CONTACT: RONALD SILINSKIE

EMAIL: RONALD.SILINSKIE@VERIZON.COM

PHONE: 570-826-4263

COMPANY: WEST MANCHESTER TOWNSHIP AUTHORITY

ADDRESS: 2115 LOG CABIN ROAD

YORK, PA 17408

CONTACT: JOHN HORVATINOVIC

EMAIL: SHILOHWATER@COMCAST.NET

PHONE: 717-764-3624

COMPANY: WEST MANCHESTER TOWNSHIP

ADDRESS: 380 EAST BERLIN RD

YORK, PA. 17408

CONTACT: MATTHEW MILLER

EMAIL: MMILLER@WMTWP.COM

PHONE: 717-792-3505

COMPANY: WINDSTREAM

ADDRESS: 1450 CENTER POINT RD

HIAWATHA, IA. 52233

CONTACT: LOCATE DESK PERSONNEL

EMAIL: LOCATE.DESK@WINDSTREAM.COM

PHONE: 800-289-1901

SURVEY NOTES:

1. NO SURVEY WAS COMPLETED FOR THIS PROJECT. EXISTING

MAPPING FROM INITIAL CONSTRUCTION OF THE WELL HOUSE

WAS USED AS A BASE TO SHOW THE NEW CHLORINE CONTACT

PIPE. THE CONTRACTOR SHALL DIG TEST PITS AS NECESSARY

TO DETERMINE THE LOCATION, ELEVATION, SIZE AND MATERIAL

OF EXISTING PIPING.

G-002

ABBREVIATIONS,

LEGENDS &

GENERAL NOTES

ES

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St ro us e, Do re en

PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

© BUCHART HORN, INC.

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90033-06

07/2026

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. 20261821353

499 500

DRAINAGE ARROW

8'-0"

15'-0"

3'

3'

3' CONC WALK

S.

1°

6'

E.

.0 0'

8'-0"76 '-6

" A .C

.P . 3

/2

' C

OV

ER

10'R

EXISTING 8" A.C.P. WATER MAIN

R.O.W. LINE

TANK (MACADAM)

6" GATE VALVE & BOX ACCESS ROAD TO WATER

3'-0"

5'-0"

10'-0"

IRON

PIN

15'-0"

IRON

PIN

W W

W W

W W

W

W

W W

W W

W W

W

W W

W

EXIST. STEEL TANK TO BE ABANDONED.

CONTRACTOR SHALL REMOVE VALVE NEAR

ACCESS DRIVE AND INSTALL RESTRAINED

MECH. JOINT ON EXIST. TEE FITTING.

FILL TANK WITH STONE

LOD = 1,686 sqft (0.038 Ac)

5'-0"

LOD

LOD

LOD

LO

D

LO

D

LO

D

LO

D

LOD

LOD

LOD

FS

-1

FS

-1

FS

-1

FS

-1

FS

-18

FS

-1

FS-18 FS-18

FS-18

TOPSOIL STOCKPILE

8" X 12" MECH. JOINT REDUCER

12" X 24" MECH. JOINT REDUCER

24" X 36" MECH. JOINT REDUCER

CONNECT TO EXIST. 8" AC PIPE

USING TAPPING SLEEVE AND VALVE

SEE DETAIL FOR PAVEMENT

RESTORATION

REMOVE 90° BEND AND CONNECT TO

EXISTING PIPE USING APPROVED COUPLING

6" MECH. JOINT VALVE

6" X 12" MECH. JOINT REDUCER

12" X 24" MECH. JOINT REDUCER

24" X 36" MECH. JOINT REDUCER

52 LF OF 36" DIP1/2"Ø CHLORINE RESIDUAL

SAMPLE LINE

INSTALL BLOW OFF ASSEMBLY AT

HIGH POINT OF PIPE LINE - SEE DTL

8" DIP

CURB BOX

HATCH ESC MATTING

TOPSOIL STOCKPILE

C-101

PUMP HOUSE

SITE PLAN

DETAILS

DHS

DY

SECTION

NOTES:

1. SHORING REQUIRED FOR ALL

TRENCHES IN ACCORDANCE

WITH OSHA AND APPLICABLE

REGULATIONS LAWS AND

SAFETY CODES.

2. PLACE BEDDING AROUND PIPE

BY HAND AND COMPACT IN 6"

LAYERS.

3. BACKFILL MATERIAL SHALL BE

SUITABLE NATIVE MATERIAL

FREE OF WET, FROZEN OR

ORGANIC MATERIALS.

4. FROM TOP OF BEDDING TO 24"

ABOVE TOP OF BEDDING THE

BACKFILL MATERIAL SHALL NOT

CONTAIN STONES LARGER

THAN 4".

5. FROM 24" ABOVE TOP OF

BEDDING TO SUBGRADE

ELEVATION THE BACKFILL

MATERILA SHALL NOT CONTAIN

STONES LARGER THAN 8".

FINISHED GRADE

NO EXCAVATED MATERIAL

TO BE PLACED WITHIN 2 FT

OF SIDE OF EXCAVATION

SURFACE RESTORED

PER SPECIFICATIONS

BACKFILL ABOVE PIPE

TO BE MACHINE PLACED

SEE PIPE BEDDING DETAIL

FOR BEDDING TYPE

TRENCH WALLS SHALL BE

COMPLETELY VERTICAL TO

A DEPTH OF AT LEAST 24"

ABOVE TOP OF PIPE

PIPE OD+4'

TYPE IV BEDDING

6"

O.D.

12" MIN

BACKFILL W/SPECIFIED

MATERIAL. PLACE AND

COMPACT AS SPECIFIED

AASHTO #57

STONE BEDDING

COMPACTED 100%

NOT TO SCALE2 TRENCH BEDDING DETAIL

NOT TO SCALE1 PIPE TRENCH DETAIL

SIDE VIEW END VIEW

COVER MARKED

"WATER"

4'- 0"

M

IN

2 PIECE ROADWAY

VALVE BOX

SUPPORTED ON

BRICKS. VALVE

BOX SHALL NOT

CONTACT VALVE

M.J. GATE VALVE

PIPE BEDDING.

SEE STANDARD PIPE

BEDDING DETAIL

SELECT STONE

UNDISTURBED EARTH

FIN GRADE

NOT TO SCALE5

VALVE AND VALVE

BOX INSTALLATION

PLAN

MUELLER ORISEAL

CURB STOP OR

APPROVED EQUAL

CONC THRUST

BLOCK.

DO NOT ENCASE

BLOW-OFF

ASSEMBLY IN CONC

CONC

THRUST

BLOCK

2"Ø GALV PIPE

CURB STOP

STANDARD CURB BOX

(FOR UNPAVED AREAS)

STANDARD VALVE BOX

(FOR PAVED AREAS)

2"Ø CAP

STANDARD VALVE BOX

2" Ø (edit) GALV PIPE

4" MIN SOLID CONC

THRUST BLOCKS

STANDARD VALVE BOX

(ABOVE) TYP

FIN GRADE

2" TAP AT

TOP OF PIPE

36" DIP

2" TAP

NOT TO SCALE3 BLOW OFF ASSEMBLY

CURB BOX

CURB STOP

BRICK

1/2"Ø CHLORINE RESIDUAL

SAMPLE PIPE

(COPPER TUBING TYPE K)

CORPORATION STOP

NEW WATER LINE

22 1/2°

GRADE LINE

4'- 0"

M

IN

IM

UM

C

OV

ER

NOT TO SCALE4

CHLORINE RESIDUAL

SAMPLE PIPE

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

A

NOT TO SCALE

E

FDD G

A

A

2/3 D

8" MIN

D/4

D/

B B

C

I I

C 4" MIN

D/

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 SCALE

A

2/3 D

8" MIN

D/

D

D

C D/

BB

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

D

2D

B

C

SEE NOTE 1

PLAN

ANCHORAGE FOR

VERTICAL BENDS

A

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"

6"

6 THRUST BLOCK FOR VERTICAL BENDS

THRUST BLOCK FOR HORIZONTAL

BENDS, TEES AND CAPS

SCALE: 1" = 10'1 SITE PLAN

0 10' 20'

NORTH

J:\

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PROJECT NO:

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ISSUED DATE:

SHEET NO:

DRAWN BY:

© BUCHART HORN, INC.

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, P A 1

90033-06 07/2026

2"x2" WOODEN STAKES

PLACED 10'-0" ON CENTER

FLOW

SUMP AREA

FLOW

FLOW

DISTURBED AREA

NOT TO SCALE2 COMPOST FILTER SOCK

PROFILE

PLAN VIEW

NOTES:

1. REMOVE TOPSOIL PRIOR TO INSTALLATION OF ROCK CONSTRUCTION ENTRANCE. EXTEND ROCK OVER

FULL WIDTH OF ENTRANCE.

2. RUNOFF SHALL BE DIVERTED FROM ROADWAY TO A SUITABLE SEDIMENT REMOVAL BMP PRIOR TO

ENTERING ROCK CONSTRUCTION ENTRANCE.

3. MOUNTABLE BERM SHALL BE INSTALLED WHEREVER OPTIONAL CULVERT PIPE IS USED AND PROPER PIPE COVER AS SPECIFIED BY MANUFACTURER IS NOT OTHERWISE PROVIDED. PIPE SHALL BE SIZED

APPROPRIATELY FOR SIZE OF DITCH BEING CROSSED.

4. MAINTENANCE: ROCK CONSTRUCTION ENTRANCE THICKNESS SHALL BE CONSTANTLY MAINTAINED TO THE SPECIFIED DIMENSIONS BY ADDING ROCK. A STOCKPILE SHALL BE MAINTAINED ON SITE FOR THIS PURPOSE. ALL SEDIMENT DEPOSITED ON PAVED ROADWAYS SHALL BE REMOVED AND RETURNED TO THE CONSTRUCTION SITE IMMEDIATELY. IF EXCESSIVE AMOUNTS OF SEDIMENT ARE BEING DEPOSITED ON

ROADWAY, EXTEND LENGTH OF ROCK CONSTRUCTION ENTRANCE BY 50 FOOT INCREMENTS UNTIL

CONDITION IS ALLEVIATED OR INSTALL WASH RACK. WASHING THE ROADWAY OR SWEEPING THE DEPOSITS INTO ROADWAY DITCHES, SEWERS, CULVERTS, OR OTHER DRAINAGE COURSES IS NOT

ACCEPTABLE.

EXISTING

ROADWAY

EX

IS

TI

NG

R

OA

DW

AY

* MOUNTABLE BERM USED TO PROVIDE PROPER COVER FOR PIPE

' (M

IN

' (M

IN

' (M

IN

EXISTING

GROUND

GEOTEXTILE

MIN 8" AASHTO #1

MOUNTABLE BERM

(6" (MIN))*

PIPE AS NECESSARY

EARTH FILL

50' (MIN)

3'

NOTES:

1. SOCK FABRIC SHALL MEET STANDARDS OF TABLE 4.1 OF THE PA DEP EROSION CONTROL MANUAL.

COMPOST SHALL MEET THE STANDARDS OF TABLE 4.2 OF THE PA DEP EROSION CONTROL MANUAL.

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

SHALL BE EXTENDED AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN BARRIER

ALIGNMENT. MAXIMUM SLOPE LENGTH ABOVE ANY BARRIER SHALL NOT EXCEED THAT SPECIFIED

FOR THE SIZE OF THE SOCK AND THE SLOPE OF ITS TRIBUTARY AREA

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

4. ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES 12 THE ABOVE GROUND HEIGHT

OF THE BARRIER AND DISPOSED IN THE MANNER DESCRIBED ELSEWHERE IN THE PLAN.

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

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

REPLACED WITHIN 24 HOURS OF INSPECTION.

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

PHOTODEGRADABLE SOCKS AFTER 1 YEAR. POLYPROPYLENE SOCKS SHALL BE REPLACED

ACCORDING TO MANUFACTURER’S RECOMMENDATIONS.

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

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

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

DISTURBED AREA

UNDISTURBED AREA

SECTION

2"x2" WOODEN STAKES

PLACED 10'-0" ON CENTERCOMPOST FILTER SOCK

BLOWN/PLACED FILTER MEDIA

(M

IN

EXISTING

CONTOURS

2"x2" WOODEN STAKES

PLACED 10'-0" ON CENTER

COMPOST

FILTER SOCK

PLAN VIEW

MATERIAL TYPE 3 mil HDPE 5 mil HDPE 5 mil HDPE

MULTI-FILAMENT

POLYPROPYLENE

(MFPP)

HEAVY DUTY

MULTI-FILAMENT

POLYPROPYLENE

(HDMFPP)

MATERIAL

CHARACTERISTICS

PHOTO-

DEGRADABLE

PHOTO-

DEGRADABLE

BIO-

DEGRADABLE

PHOTO-

DEGRADABLE

PHOTO-

DEGRADABLE

SOCK

DIAMETERS

12" 18"

12" 18" 24" 32"

12" 18" 24" 32"

12" 18" 24" 32"

12" 18" 24" 32"

MESH OPENING 3/8" 3/8" 3/8" 3/8" 1/8"

TENSILE

STRENGTH 26 PSI 26 PSI 44 PSI 202 PSI

ULTRAVIOLET

STABILITY %

ORIGINAL

STRENGTH

(ASTM G-155)

23% @

1,000 HR

23% @

1,000 HR

100% @

1,000 HR

100% @

1,000 HR

MINIMUM

FUNCTIONALITY

LONGEVITY

6 MONTHS 9 MONTHS 6 MONTHS 1 YEAR 2 YEARS

TABLE 4.1

COMPOST SOCK FABRIC MINIMUM SPECIFICATIONS

TWO-PLY SYSTEMS

INNER CONTAINMENT NETTING

OUTER FILTRATION MESH

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

FUSION-WELDED JUNCTURES

CONTINOUSLY WOUND

HDPE BIAXIAL NET

3/16" MAX APERTURE SIZE

COMPOSITE POLYPROPYLENE FABRIC

(WOVEN LAYER AND NON-WOVEN FLEECE

MECHANICALLY FUSED VIA NEEDLE PUNCH)

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

NOTES:

1. COMPOST SHOULD BE WELL DECOMPOSED, WEED-FREE ORGANIC MATTER DERIVED FROM AGRICULTURE, FOOD, STUMP GRINDINGS, AND YARD OR WOOD/BARK ORGANIC MATTER SOURCES. THE COMPOST SHOULD BE AEROBICALLY COMPOSTED. THE COMPOST SHOULD POSSESS NO OBJECTIONABLE ODORS AND SHOULD BE REASONABLY FREE (<1% BY DRY WEIGHT) OF MAN-MADE FOREIGN MATTER. THE COMPOST PRODUCT SHOULD NOT RESEMBLE RAW MATERIAL FROM WHICH IT WAS DERIVED. WOOD AND BARK CHIPS, GROUND CONSTRUCTION DEBRIS OR REPROCESSED WOOD PRODUCTS ARE NOT ACCEPTABLE AS THE ORGANIC

COMPONENT OF THE MIX.

2. THE PHYSICAL PARAMETERS OF THE COMPOST SHOULD COMPLY WITH THE STANDARDS IN TABLE 4.2. THE STANDARDS CONTAINED

IN THE PENNDOT PUBLICATION 408 ARE AN ACCEPTABLE ALTERNATIVE.

TABLE 4.2

COMPOST STANDARDS

25% - 100% (DRY WEIGHT BASIS)ORGANIC MATTER CONTENT

ORGANIC PORTION

pH

MOISTURE CONTENT

PARTICLE SIZE

SOLUBLE SALT CONCENTRATION

FIBROUS & ELONGATED

5.5 - 8.5

30% - 60%

5.0 dS/m (mmhos/cm) MAXIMUM

30%-50% THROUGH 3 8" SIEVE

DISTURBED AREA

UNDISTURBED AREA

FL

OW FLOW

NOT TO SCALE3 COMPOST FILTER SOCK

NOTES:

1. STOCKPILES SHALL BE PLACED IN AREAS AS SHOWN ON THE PLANS.

2. STOCKPILES SHALL BE STABILIZED W/ TEMPORARY COVER CROP OF ANNUAL

RYE GRASS (1 LB./1000S.F.) OR WINTER RYE (3 TO 5 LB./1000S.F.).

3. ANY EXCESS TOPSOIL SHALL BE RETAINED ON SITE AND SPREAD AS

ADDITIONAL LAYER OR FOR CONSTRUCTING BERMS.

4. ANY SEDIMENT CONTROL BMPS DOWN SLOPE OF THESE PILES THAT ARE

UNDERMINED SHALL BE REPAIRED.

5. ANY DISPLACED SEED OR MULCH SHALL BE REPLACED.

NOT TO SCALE2 TOPSOIL STOCKPILE

NOT TO SCALE1 ROCK CONSTRUCTION ENTRANCE

EXISTING PAVEMENT

EXISTING BASE COURSE

EXISTING WEARING COURSE

2A STONE BACKFILL

MATERIAL, COMPACT

IN 6" LIFTS

SPAV, WRG, PG 64E-22, 9.5 mm MIX 3.0 to < 10.0 MILLION ESALs, DEPTH 2.0", SRL-E

NOT TO SCALE4 PERMANENT PAVEMENT RESTORATION DETAIL

6"

TYP.

MIN. CUTBACK

OUTSIDE TRENCH

SPAV, BASE, 25.0 mm MIX, PG 64S-22,

3.0 TO <10.0 MILLION ESALs, DEPTH 4.5"

OR MATCH EXISTING, WHICHEVER IS GREATER

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:26 A

M/ St ro us e, Do re en

PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

© BUCHART HORN, INC.

MA

RK

IS

SU

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, P A 1

90033-06

05/2026

CE501

EROSION &

SEDIMENT

CONTROL

DETAILS

KS

VW