3-Bid Drawings.pdf

PDF 16 MB Posted Sep 26, 2025

Attached to: Abbottstown Street Sanitary Sewer and Water Main Extension
Solicitation number: Not on record
Issued by: Adams County, Pennsylvania

About this file

Written by GovTribe AI · Sep 26, 2025

The document is a comprehensive engineering plan set for the Abbottstown Street Sanitary Sewer and Water Main Extension project, prepared by Buchart Horn, Inc. for the East Berlin Area Joint Authority, located in East Berlin Borough and Hamilton Township, Adams County, Pennsylvania. The project involves extending sanitary sewer and water main infrastructure along Abbottstown Street (State Route 0194), with a project number 90028-10 and planned implementation in September 2025. The project scope includes installing approximately 1,543 linear feet of 8-inch ductile iron water main, multiple sanitary sewer laterals, fire hydrants, water services, and associated infrastructure improvements.

The project documents include detailed civil engineering plans, erosion and sediment control strategies, pavement restoration details, and utility coordination requirements. The plans specify technical specifications for pipe installation, thrust blocks, valve and hydrant placements, and road restoration in compliance with PennDOT Publication 408 and 72M standards. The project will involve working within state highway right-of-way, requiring coordination with local municipalities (East Berlin Borough and Hamilton Township), utility providers, and strict adherence to traffic control guidelines. The engineering plans provide comprehensive details on construction sequencing, materials specifications, site restoration, and environmental protection measures to ensure minimal disruption to the existing infrastructure and community.

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File	Type	Posted
2-Project Manual.pdf	PDF	Sep 26, 2025
1-Bidding Documents.pdf	PDF	Sep 26, 2025

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Wood Fence

Flag Pole

Well

Retaining Wall

EAST BERLIN BOROUGH

HAMILTON TOWNSHIP

Approx. Location 4" PL Gas Line

Approximate Location

Municipal Line

Ap pr ox . L oc ati on

" D I W ate r L ine

EAST BERLIN BOROUGH

HAMILTON TOWNSHIP

J:\

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2/9

/24 /20

M/ Ma rtin , J

PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

90028-10

LIN

, A

Y, P

A, EA

LIN

3 L

LIN

, P

A, 09/2025

G-002

ABBREVIATIONS,

LEGENDS,

GENERAL NOTES

AND KEY PLAN

DMY

NOT TO SCALE

KEY PLAN1

C-

ABBREVIATIONS / TEXT SYMBOLS / PIPING LEGEND / REFERENCE SYMBOLS

GENERAL NOTES:

1. THE UTILITIES SHOWN HAVE BEEN PLOTTED FROM FIELD DATA 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.

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. ALL ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM.

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

CROSSING POINTS PRIOR TO THE INSTALLATION OF PROPOSED FACILITIES.

10. 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.

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

SIMILAR CONDITIONS.

12. LOCATION OF SEWER LATERALS AND WATER SERVICE WILL BE DETERMINED DURING

CONSTRUCTION. LOCATION SHOWN ON THE PLANS SHALL BE ADJUSTED AS DIRECTED

BY PROPERTY OWNERS.

DESIGN CONTACT INFORMATION

PLEASE USE EMAIL WHEN POSSIBLE TO COMMUNICATE WITH FACILITY OWNERS.

EAST BERLIN AREA JOINT AUTHORITY

103 LOCUST STREET

PO BOX 37

EAST BERLIN, PA. 17316

NATHAN BOYER

ebajauthority@gmail.com 717-259-8370

EAST BERLIN BOROUGH

128 WATER ST

EAST BERLIN, PA. 17316

CRAIG SHAFFER

boromaintenance@comcast.net 717-259-9224

COLUMBIA GAS OF PA INC

1600 DUBLIN RD

COLUMBUS, OH. 43215

LISA COLLINS

ldugan@nisource.com 614-325-5961

SURVEY NOTES:

1. TOPOGRAPHY AND PHYSICAL FEATURES SHOWN HEREON WERE OBTAINED FROM A

FIELD SURVEY PERFORMED BY WEBER SURVEYORS, COMPLETED ON AUGUST 16,

2024. DRONE AERIAL PHOTOGRAPHY FLOWN ON JULY 2, 2024.

COORDINATE SYSTEM: PA STATE PLANE, SOUTH ZONE - 3702, REF FRAME:

NAD83(2011) EPOCH 2010.00.

COMBINED SCALE FACTOR: 0.9999837

VERTICAL DATUM: NAVD88 (GEOID 18)

BENCHMARK: REBAR SURVEY CONTROL POINT #1, LOCATED ON THE EAST SIDE OF

ABBOTTSTOWN STREET NORTH OF THE SIDEWALK AT THE DOLLAR GENERAL. SEE

PLAN.

ELEVATION: 467.15

CONTOUR INTERVAL: 1 FOOT

2. 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.

3. ALL FEATURES SHOWN IN ITALICS ARE EXISTING UNLESS OTHERWISE NOTED.

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

5. ANY REVISIONS MADE TO THESE PLANS AFTER THE DATE OF PLAN PREPARATION OR

LATEST REVISION DATE SHALL NOT BE THE RESPONSIBILITY OF WEBER SURVEYORS.

COMCAST OF SOUTHEASTERN PENNSYLVANIA

C/O USIC LOCATING SERVICES INC

13085 HAMILTON CROSSING BLVD SUITE 200

CARMEL, IN. 46032

USIC PERSONNEL

800-811-7981

FIRSTENERGY CORPORATION

21 S MAIN ST

AKRON, OH. 44308

MELLYSSA ADAMS

madams@firstenergycorp.com 330-604-4073

VERIZON NORTH

37 W 8TH ST

WYOMING, PA. 18644

RONALD SILINSKIE

RONALD.SILINSKIE@VERIZON.COM

570-826-4263

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

PRIMROSE DRIVE

.R . 0

BEAVER STREET (T-650)

BOYER DRIVE

EXISTING EASEMENT

X X X X X X X EXISTING FENCE

100YR FLOODPLAIN

EXISTING HYD (EDGE OF WATERWAY??)

EXISTING PROPERTY LINE (ADJOINED)

EXISTING PROPERTY LINE

SWL SWL EXISTING PAVE MARKINGS (SINGLE WHITE LINE)

DYL DYL EXISTING PAVE MARKINGS (DOUBLE YELLOW LINES)

EXISTING CONTOUR (MAJOR)

EXISTING CONTOUR (MINOR)

OHE OHE EXISTING OVERHEAD ELECTRIC

SS SS EXISTING SANITARY SEWER

SD SD EXISTING STORM DRAIN

W W EXISTING WATER PIPE

EXISTING EDGE OF TREE

EXISTING WETLAND

EXISTING CONTOUR (MAJOR)350

G G EXISTING NATURAL GAS PIPE

X X X X X X X NEW FENCE

NEW CONTOUR (MINOR)

NEW CONTOUR (MAJOR)350

NEW EDGE OF TREE

NEW PERMANENT PAVING RESTORATION

ROCK CONSTRUCTION ENTRANCE

LOD LIMIT OF DISTURBANCE

FILTER SOCK

EROSION CONTROL BLANKET

FS-12

TS TOPSOIL STOCKPILE

INLET PROTECTIONIP

LINETYPE LEGEND

SOIL BOUNDARY

W W W PROPOSED WATER LINE

BOROUGH/TOWNSHIP LINE

& 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

GATE VALVE

TEE

FITTING

FIRE HYDRANT

WATER SERVICE CURB STOP

THRUST BLOCK

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; 20241990845

WEIS

MARKET

NORTH

AutoCAD SHX Text S

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AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text

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AutoCAD SHX Text

DATE:__________ BY:______ SERIAL NO:___________

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text V

AutoCAD SHX Text L

AutoCAD SHX Text Y

AutoCAD SHX Text S

AutoCAD SHX Text N

AutoCAD SHX Text E

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AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text O

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AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text L

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AutoCAD SHX Text E

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AutoCAD SHX Text E

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AutoCAD SHX Text D

AutoCAD SHX Text I

AutoCAD SHX Text G

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AutoCAD SHX Text C

AutoCAD SHX Text N

AutoCAD SHX Text I

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AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text Y

AutoCAD SHX Text 1-800-242-1776

AutoCAD SHX Text 20241990845

AutoCAD SHX Text

WES

AutoCAD SHX Text 7/17/2024

AutoCAD SHX Text PENNSYLVANIA ACT 287 AMENDED BY ACT 50 (2017) REQUIRES NOTIFICATION OF EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE COMMONWEALTH.

AutoCAD SHX Text

BASELINE PLATE,PROPERTY LINE

11+00

12+0013+0014+0015+00 10+00 9+00 8+00

4.0

2.1

2.0

8.5

8.4

MH 5MH 6 MH 4

400 LF - 8"Ø SDR 35 PVC @ 0.88%

192 LF - 8"Ø SDR 35 PVC @ 1.00%

EX GRADE

15" RCP

INV 467.63 (+/-) WATER SERVICE

STA: 10+79

WATER SERVICE

STA: 12+47

SANITARY

SEWER LATERAL

STA: 10+26

SANITARY

SEWER LATERAL

STA: 12+37

3.9

1.5

8.0

18" (MIN TYP)

WATER

SERVICE

PROPOSED WATERMAIN STATIONING

1543 LF - 8"Ø DIP WATER MAIN

SANITARY

SEWER LATERAL

STA: 14+92

8"x6"Ø MJ TEE

& THRUST BLOCK

8"Ø - GATE VALVE

W/ VALVE BOX

TO GRADE

8"Ø - 20 LF DI

PIPE, 8"Ø CAP &

THRUST BLOCK

6"Ø DI SUPPLY

TO FIRE HYDRANT

15+43

400 LF - 8"Ø SDR 35 PVC @ 0.65%

W W W W W W W W W W W W W W W W W W W W W W W W W W W W

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

Utility Pole

VZ 17

Attch 21581-21703

Guy W ood Fence Utility Pole 16-1 Met Ed 21590-21712 Buried Utilities

Utility Pole 16Met Ed 21584-21716

Planter

27"x19" CMP

Planter Planter

End Pipe Inv: 471.50

End Pipe Inv: 471.25

Flag Pole

Edge of Paved Parking Lot

W ell

Sign Cashman's Hardware & Garden Center

Landscape Area

Utility pole

VZ 15

Attch 21586-21729

Utility Pole

VZ 14

Attch 21588-21742

Utility Pole

VZ 13

Attch 21581-21755

Sign Lions International

15" RCP

End Pipe Inv: 467.79

End Pipe Inv: 466.52

Rebar (Fnd)

Concrete Sidewalk Conc. Sidewalk

Edge of Paved Parking Lot Utility Pole

Utility Pole

VZ 12

Attch 21593-21769 65T Buried Utilities

Sign Dollar General

Guy

Utility Pole Met Ed 21585-21756

Utility Pole Met Ed 21588-21775

100T

Signs South 194;

Abbottstown 3 Hanover 8

Edge of Pavement

Paved Driveway

Edge of Pavement Concrete Curb

Grass

Grass Grass

ABBOTTSTOWN STREET

(S.R. 0194)

Appalachian Realty Corporation Parcel No. 17-L08-0067-000 Deed Book 300, Page 905

Cashman Development Parcel No. 17-L08-0068A-000 Deed Book 1772, Page 165

Plan Book 53, Page 79

1621 Route 194, LLC Parcel No. 17-L08-0065A-000 Deed Book 6244, Page 250 Plan Book 5932, Page 584

A. R. C. Property Services Parcel No. 17-L08-0065-000 Deed Book 6173, Page 77 Plan Book 5932, Page 584

Paved Parking

FFE In Vestibule: 472.01

FFE: 471.19

475 474

473 47 2 471

470 469 468 467

466467468 469470

471472473

471 470

Field Line

Brush

Dedicated Right of Way Record Plan Book 79, Page 28

6" CPP

Inv: 472.69

6" CPP

Inv: 473.01 Silted

Guy

BENCHMARK

See Note 1

12+00 8+009+0011+0013+0014+0015+00 10+00

6'10' 4'

MH 5MH 6 MH 4

5' 10'

8"x6"Ø MJ TEE

& THRUST BLOCK

8"Ø - GATE VALVE

W/ VALVE BOX

TO GRADE

8"Ø - 20 LF DI

PIPE, 8"Ø CAP &

THRUST BLOCK

10'

FIRE HYDRANT &

6"Ø GATE V W/

V BOX TO GRADE

SANITARY

SEWER LATERAL

(TO RD RIGHT-OF

-WAY) W/ CAP

11/2"Ø WATER SERVICE

(CONSTRUCT TO CURB STOP)

SANITARY

SEWER LATERAL

3/4"Ø WATER SERVICE

(CONSTRUCT TO CURB STOP)

SANITARY

SEWER LATERAL

3/4"Ø WATER SERVICE

(CONSTRUCT TO CURB STOP)

18'

WATER LINE LIMIT OF

WORK STARTING POINT

SEGMENT 0310

OFFSET 547

SEWER LINE LIMIT OF

WORK STARTING POINT

SEGMENT 0310

OFFSET 596

C-101

ABBOTTSTOWN

ROAD

SANITARY SEWER

& WATERMAIN

PLAN & PROFILE

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

FOR CONTINUATION

SEE

C-102

J:\

\90

\08

-C

IL\

-1

C -1

W G/

C-

1/9 /23

/20

P M/

Ma rtin

, J D

PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

90028-10

LIN

, A

Y, P

A, EA

LIN

3 L

LIN

, P

A, 09/2025

A PROFILE

NORTH

0 30' 60'

0 5' 10'

HORIZ

VERT

SCALE

C-

7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00

5.8

5.7

4.6

4.5

3.5

3.4

MH 3 MH 2 MH 1 EX

14 LF

- 8"Ø

SDR 35

PVC @

0.50%

200 LF - 8"Ø SDR 35 PVC @ 0.50%165 LF - 8"Ø SDR 35 PVC @ 0.65%

400 LF - 8"Ø SDR 35 PVC @ 0.65%

18" RCP

INV 454.74 (+/-)

10"x 8"Ø TAPPING

SLEEVE & VALVE

EX 8" SAN SEWER

18" RCP

INV 456.88 (+/-)

SANITARY

SEWER LATERAL

STA: 2+27

WATER

SERVICE

STA: 2+37

18" RCP

INV 461.69 (+/-) 18" RCP

INV 461.60 (+/-)

WATER SERVICE

STA: 7+67WATER SERVICE

STA: 7+33

SANITARY

SEWER LATERAL

STA: 5+75

SANITARY

SEWER LATERAL

STA: 7+24

4.2

4.6

2.4

10" DIP

WATERMAIN

EX GRADE

PROPOSED WATERMAIN STATIONING

1543 LF - 8"Ø DIP WATER MAIN18" (MIN TYP)

W W

W W W W W W W W W W W W W W W W W W W

SS SS SS SS SS SS SS SS SS SS SS SS SS

Utility Pole 16-10

Signs South 194;

Abbottstown 3 Hanover 8

Septic System

Inlet Grt: 464.96 Inv: 461.75

18" RCP

End Pipe Inv: 461.03

Utility Pole Met Ed 21592-21796

Retaining W all 2 Story

Brick Dwelling

Inlet Grt: 464.97 Inv: 462.84 Silted

15" CMP

18" RCP

18" CMP

End Pipe Inv: 461.09

Sign Adopt-A-Highway

Signs Stop;

No Trucks

Utility Pole

VZ 9

Attch 21598-21804

Inlet Grt: 464.81 Inv: 461.80(N) Inv: 462.00(S) Silted Inv: 461.70(W

Septic System

Guy

Utility Pole Met Ed 21593-21808

Concrete Walk

2 Story Animal Hospital

4" PVC

Headwall Inv: 462.58

Yard Inlet Grt: 464.90 Inv: 463.21(4" Opening) Inv: 463.23

Sign ACNB Bank

Sign North 194

Guy Utility Pole 8 Guy

Utility Pole

GTE 7

Attch 21599-21828 Buried Utilities

Sign Do Not Enter

Signs Do Not Enter;

StopConcrete Curb Concrete Curb

Utility Pole

VZ 6

Attch 21599-21840 Buried Utilities

Rebar (Fnd)

Headwall Inv: 457.19

Sign Speed Limit 35

Sign Boyer Dr.;

Abbottstown St.

Utility Pole

GTE 4

Attch 21598-21860

Utility Pole Met Ed 21594-21826

Utility Pole Met Ed 21594-21839

Utility Pole Met Ed 21593-21856

W ith Street Light

Utility Pole Met Ed 21591-21871

Post In Conc. (Fnd)

Grass

Grass Grass

Sand Mound

Sign Speed Limit 45

Sign Hamilton Township

ABBOTTSTOWN STREET

(S.R. 0194)

BEAVER ST.

(T-650)

BOYER DRIVE

Appalachian Realty Corporation Parcel No. 17-L08-0067-000 Deed Book 300, Page 905

Anne E. Parker Parcel No. 17-L08-0064-000 Deed Book 5714, Page 31

Adams County National Bank Parcel No. 17-L08-0063-000 Deed Book 670, Page 208

424 Abbottstown Street Associates, LP

Parcel No. 10-008-0002-000 Deed Book 4821, Page 209

EAST BERLIN BOROUGH

Sign Compassion Animal Hospital

Utility Pole Met Ed 21591-21871

No W ires

Guy

Segment Paddle

SR 194 310/320

Sign Tackroom Treasures

Spike (Fnd)

Stop Sign

18" RCP

Inlet Grt: 459.77 Inv: 456.97

Inlet Grt: 459.03 Inv: 455.67 Inv: 455.31

Sign Parking of Vehicles Over 11,000 lbs.

Prohibited on Boro. Streets

Sign Brake Retarters Prohibited

Utility Pole

VZ 5

Attch 21598-21855

18" RCP

End Pipe

Inv: 453.59

18" RCP

End Pipe

Inv: 455.93

Conc. Curb

Sanitary Manhole Rim: 462.84

Inv: 453.3 Invert Not Verified

Paved Driveway

Paved Parking

Stone Driveway

FFE @

Sill: 469.35

FFE @

Sill: 465.92

Guy

FFE @

Sill: 467.38

Utility Pole

VZ 8

Met Ed 21598-21808 W ith Buried utilities

Rip-Rap

FFE: 468.91

FFE @

Sill: 468.86

1 Story Brick Bank

2 Story Frame & Block

Building

2 Story Brick & Frame

Mixed Use Building

457456 460462

466468

Brush

Trees

W oods

75'

60' 30'

35' 40'

30'

50'

30'

Right of W ay Line

40' 20'

Right of W ay Line

37.5' 25'

Dedicated Right of WayRecord Plan Book 79, Page 28

33'

Depressed Curb

Conc. W alk

Approx. Location 10" DI Water Line

Sanitary Manhole Rim: 461.92

EAST BERLIN BOROUGH

HAMILTON TOWNSHIP

4+00

6+00

7+00

3+00

1+00

2+00 5+00

MH 3

MH 2

MH 1

THRUST BLOCK

10" DIP WATERMAIN

8"Ø - 22.5 MJ BEND

& THRUST BLOCK

8"x6"Ø MJ TEE

& THRUST BLOCK

FIRE HYDRANT &

6"Ø GATE V W/

V BOX TO GRADE.

8"x6"Ø MJ

HYDRANT TEE

& THRUST BLOCK

FIRE HYDRANT &

6"Ø GATE V W/

V BOX TO GRADE

EX MANHOLE:

1. CONTRACTOR TO VERIFY INVERT

2. CORE DRILLED FOR

INSTALLATION OF NEW PIPE

3. FORM FLOW CHANNEL IN BASE

3/4"Ø WATER

SERVICE

SANITARY

SEWER LATERAL

SANITARY

SEWER LATERAL

(TO RD RIGHT-OF

-WAY) W/ CAP (TYP)

3/4"Ø WATER SERVICE

5' 10'

18'

5' 20'

10'

WATER LINE LIMIT OF

WORK ENDING POINT

SEGMENT 0310

OFFSET 2186

SEWER LINE LIMIT OF

WORK ENDING POINT

SEGMENT 0310

OFFSET 2033

SANITARY

SEWER LATERAL

3/4"Ø WATER

SERVICE

(CONSTRUCT TO

RIGHT-OF-WAY)(TYP)

10" x 8" TS & V

C-102

ABBOTTSTOWN

ROAD

SANITARY SEWER

& WATERMAIN

PLAN & PROFILE

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

NORTH

J:\

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PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

90028-10

LIN

, A

Y, P

A, EA

LIN

3 L

LIN

, P

A, 09/2025

C-

A PROFILE

0 30' 60'

0 5' 10'

HORIZ

VERT

SCALE

C-

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text

W W W W W W W W W W W W W W W W W W W W W W W W W W W W

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

Utility Pole

VZ 17

Attch 21581-21703

Guy W ood Fence Utility Pole 16-1 Met Ed 21590-21712 Buried Utilities

Utility Pole 16Met Ed 21584-21716

Planter

27"x19" CMP

Planter Planter

End Pipe Inv: 471.50

End Pipe Inv: 471.25

Flag Pole

Edge of Paved Parking Lot

W ell

Sign Cashman's Hardware & Garden Center

Landscape Area

Utility pole

VZ 15

Attch 21586-21729

Utility Pole

VZ 14

Attch 21588-21742

Utility Pole

VZ 13

Attch 21581-21755

Sign Lions International

15" RCP

End Pipe Inv: 467.79

End Pipe Inv: 466.52

Rebar (Fnd)

Concrete Sidewalk Conc. Sidewalk

Edge of Paved Parking Lot Utility Pole

Utility Pole

VZ 12

Attch 21593-21769 65T Buried Utilities

Sign Dollar General

Guy

Utility Pole Met Ed 21585-21756

Utility Pole Met Ed 21588-21775

100T

Signs South 194;

Abbottstown 3 Hanover 8

Edge of Pavement

Paved Driveway

Edge of Pavement Concrete Curb

Grass

Grass Grass

ABBOTTSTOWN STREET

(S.R. 0194)

Appalachian Realty Corporation Parcel No. 17-L08-0067-000 Deed Book 300, Page 905

Cashman Development Parcel No. 17-L08-0068A-000 Deed Book 1772, Page 165

Plan Book 53, Page 79

1621 Route 194, LLC Parcel No. 17-L08-0065A-000 Deed Book 6244, Page 250 Plan Book 5932, Page 584

A. R. C. Property Services Parcel No. 17-L08-0065-000 Deed Book 6173, Page 77 Plan Book 5932, Page 584

Paved Parking

FFE In Vestibule: 472.01

FFE: 471.19

475 474

473 47

470 469 468 467

466467468 469470

471472473

471 470

Field Line

Brush

Dedicated Right of Way Record Plan Book 79, Page 28

6" CPP

Inv: 472.69

6" CPP

Inv: 473.01 Silted

Guy

BENCHMARK

See Note 1

12+00 8+009+0011+0013+0014+0015+00 10+00

MH 5MH 6

MH 7

MH 4

WEIS SEWAGE

FORCE MAIN

16'

W W

W W W W W W W W W W W W W W W W W W W

SS SS SS SS SS SS SS SS SS SS SS SS SS

Utility Pole 16-10

Signs South 194;

Abbottstown 3 Hanover 8

Septic System

Inlet Grt: 464.96

Inv: 461.75

18" RCP

End Pipe Inv: 461.03

Utility Pole Met Ed 21592-21796

Retaining W all 2 Story

Brick Dwelling

Inlet Grt: 464.97 Inv: 462.84 Silted

15" CMP

18" RCP

18" CMP

End Pipe Inv: 461.09

Sign Adopt-A-Highway

Signs Stop;

No Trucks

Utility Pole

VZ 9

Attch 21598-21804

Inlet Grt: 464.81 Inv: 461.80(N) Inv: 462.00(S) Silted Inv: 461.70(W

Septic System

Guy

Utility Pole Met Ed 21593-21808

Concrete Walk

2 Story Animal Hospital

4" PVC

Headwall Inv: 462.58

Yard Inlet Grt: 464.90 Inv: 463.21(4" Opening) Inv: 463.23

Sign ACNB Bank

Sign North 194

Guy Utility Pole 8 Guy

Utility Pole

GTE 7

Attch 21599-21828 Buried Utilities

Sign Do Not Enter

Signs Do Not Enter;

StopConcrete Curb Concrete Curb

Utility Pole

VZ 6

Attch 21599-21840 Buried Utilities

Rebar (Fnd)

Headwall Inv: 457.19

Sign Speed Limit 35

Sign Boyer Dr.;

Abbottstown St.

Utility Pole

GTE 4

Attch 21598-21860

Utility Pole Met Ed 21594-21826

Utility Pole Met Ed 21594-21839

Utility Pole Met Ed 21593-21856

W ith Street Light

Utility Pole Met Ed 21591-21871

Post In Conc. (Fnd)

Grass

Grass Grass

Sand Mound

Sign Speed Limit 45

Sign Hamilton Township

ABBOTTSTOWN STREET

(S.R. 0194)

BEAVER ST.

(T-650)

BOYER DRIVE

Appalachian Realty Corporation Parcel No. 17-L08-0067-000 Deed Book 300, Page 905

Anne E. Parker Parcel No. 17-L08-0064-000 Deed Book 5714, Page 31

Adams County National Bank Parcel No. 17-L08-0063-000 Deed Book 670, Page 208

424 Abbottstown Street Associates, LP

Parcel No. 10-008-0002-000 Deed Book 4821, Page 209

EAST BERLIN BOROUGH

Sign Compassion Animal Hospital

Utility Pole Met Ed 21591-21871

No W ires

Guy

Segment Paddle

SR 194 310/320

Sign Tackroom Treasures

Spike (Fnd)

Stop Sign

18" RCP

Inlet Grt: 459.77 Inv: 456.97

Inlet Grt: 459.03 Inv: 455.67 Inv: 455.31

Sign Parking of Vehicles Over 11,000 lbs.

Prohibited on Boro. Streets

Sign Brake Retarters Prohibited

Utility Pole

VZ 5

Attch 21598-21855

18" RCP

End Pipe

Inv: 453.59

18" RCP

End Pipe

Inv: 455.93

Conc. Curb

Sanitary Manhole Rim: 462.84

Inv: 453.3 Invert Not Verified

Paved Driveway

Paved Parking

Stone Driveway

FFE @

Sill: 469.35

FFE @

Sill: 465.92

Guy

FFE @

Sill: 467.38

Utility Pole

VZ 8

Met Ed 21598-21808 W ith Buried utilities

Rip-Rap

FFE: 468.91

FFE @

Sill: 468.86

1 Story Brick Bank

2 Story Frame & Block

Building

2 Story Brick & Frame

Mixed Use Building

457456 460462

466468

Brush

Trees

W oods

75'

60' 30'

35' 40'

30'

50'

30'

Right of W ay Line

40' 20'

Right of W ay Line

37.5' 25'

Dedicated Right of WayRecord Plan Book 79, Page 28

33'

Depressed Curb

Conc. W alk

Approx. Location 10" DI Water Line

Sanitary Manhole Rim: 461.92

EAST BERLIN BOROUGH

HAMILTON TOWNSHIP

4+00

6+00

7+00

3+00

1+00

2+00 5+00

MH 3

MH 2

MH 1

10" DIP WATERMAIN

20'

C-103

PAVEMENT

RESTORATION

PLANS

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

FOR CONTINUATION

SEE

BELOW

J:\

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M/ Ma rtin , J

PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

90028-10

LIN

, A

Y, P

A, EA

LIN

3 L

LIN

, P

A, 09/2025

NORTH

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

NORTH

LEGEND

PROPOSED PAVING MILL & OVERLAY

PROPOSED TRENCH & LOD

AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text

REWES

S A N I T A RY

OWNER'S NAME

PLAN

COVER SECTION

PICKHOLE DETAIL

GROOVE DETAIL

FRAME SECTION

11 2"

COVER Ø = 26"1 1

/2"

2 1 /2"

3/4 "(M

CLEAR OPENING = 24"

FLANGE Ø = 36" (MIN)

MIN 1/4"> COVER Ø

COVER

THICKNESS

AT FRAME

SEAT = 1 1/2"

NOTE:

MINIMUM H-25 LOAD RATING

2" LETTERS

(RECESSED FLUSH)

(2) CLOSED PICKHOLES

(4) 1" Ø HOLE

NOT TO SCALE1

HEAVY DUTY MANHOLE

FRAME & COVER

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

I.D.

SLOPE

SLO

I.D.

OPE

I.D.

SLOPE

I.D.

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 SCALE2 PLAN OF MANHOLE BASES

12" (MIN)

9 3 /8"

1 3/16"

A TOP

FRONT

SECTION A-A

SECTION

NOT TO SCALE3 MANHOLE STEP DETAIL

" O

1/2" Ø GRADE 50 STEEL

REINFORCEMENT

NOTES:

1. MANHOLE STEPS TO BE CO-POLYMER

POLYPROPOLENE PLASTIC.

2. DISTANCE FROM RIM OF MANHOLE TO

TOP STEP SHALL NOT EXCEED 2'-0".

3. DISTANCE FROM BOTTOM STEP TO

FLOOR OF MANHOLE SHALL NOT

EXCEED 2'-0".

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 SCALE5 DEEP PRECAST CONCRETE MANHOLE

SEALED JOINTS

1" MIN

CI FRAME AND COVER

FIN GRADE

note to designer:

1. verify dimension of cover and manhole

2. verify if owner wants manhole steps

6" MIN

(TYP)

24" (edit)

4'-0" (edit)

" M

PRECAST BASE

6" SELECT STONE BASE

MANHOLE

COVER AND FRAME

INLET

MANHOLE

PIPE

DETAIL

SECTION

NOT TO SCALE6 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

RECESSED CAST IRON

CLEANOUT HUB W/

THREADED PLUG

6" OR 4" PIPE

6" OR 4" 1/8° BEND

6" OR 4" WYE BRANCH

FIN GRADE

NOT TO SCALE4 TYPICAL CLEANOUT DETAIL

NOT TO SCALE7

STANDARD HOUSE

LATERAL CONNECTION

PLAN

6" PIPE PER SPECIFICATIONS

TO PROPERTY LINE OR R/W LINE

APPROVED W/T PLUG

HOUSE

STREET

ELEVATION

TYPICAL LATERAL

APPROVED W/T PLUG

SEWER

MIN SLOPE = 1%

STAKE

TRENCH

45°

SEWER

STANDARD LATERAL

TO HOUSE

CRUSHED

STONE

CRUSHED

STONE

APPROVED

W/T PLUG

6" PIPE

AS SPECIFIED

8 BEND

STANDARD

"Y" BRANCH

CLEANOUT

C-501

MISCELLANEOUS

SANITARY

SEWER DETAILS

J:\

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PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

90028-10

LIN

, A

Y, P

A, EA

LIN

3 L

LIN

, P

A, 09/2025 dyoung Rectangle

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"

24"

2'-0"

1'-4"

1'-0"

3'-6"

1'-4"

1'-0"

5'-0"

1'-9"

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"

24"

4'-3"

2'-6"

5'-9"

5'-6"

3'-8"

8'-6"

6'-0"

5'-6"

9'-6"

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 SCALE3

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

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"

24"

2'-0"

1'-4"

1'-0"

3'-6"

1'-4"

1'-6"

5'-0"

1'-8"

1'-9"

10'-8"

5'-4"

8'-2"

1'-8"

4'-0"

5'-8"

1'-6"

2'-6"

2'-4"

1'-4"

CURB BOX

CURB STOP

BRICK

COPPER

SERVICE LINE (BY OTHERS)

SERVICE PIPE

(COPPER TUBING TYPE K)

CORPORATION STOP

NEW WATER LINE

22 1/2°

NOT TO SCALE5 TYPICAL SERVICE LINE DETAIL

O F

NOTES:

1. PAINT ALL EXPOSED STEEL WITH ASPHALTIC PAINT.

FIRE HYDRANT (PLACE W/

PUMPER NOZZLE FACING

STREET)

ADJUSTABLE

CNTR V BOX

6"Ø GATE V W/

V BOX TO GRADE

BARREL

CONC THRUST

BLOCK PER STD

DET (TYP)

KEEP BOTTOM FLNG

& WEEP HOLE FREE

OF CONC. PROVIDE

STONE FOR FULL WIDTH

OF TRENCH AT DRAIN

8"x16" SOLID CONC

BLOCK MIN 3" THK (TYP)

PROVIDE RETAINER GLAND

AT ALL JOINTS (INCLUDING

HYDRANT VALVE ANCHORING TEE)

NOT TO SCALE1 FIRE HYDRANT ASSEMBLY

VARIES

1'- 6"

3" M

4'- 0"

FIN GRADE

NOT TO SCALE4

STATE ROAD STANDARD

PIPE BEDDING DETAIL

NOTES:

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

TYPE II FOR DUCTILE IRON

O.D.

BACKFILL W/SPECIFIED

MATERIAL. SEE DETAILS

SHEET "C-503."

12" MIN

SIDE VIEW END VIEW

COVER MARKED

"WATER"

4'- 0"

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

NOT TO SCALE6

VALVE AND VALVE

BOX INSTALLATION

FIN GRADE

LENGTH AS NEEDED TO CONFORM TO MANUFACTURER'S

RECOMMENDATION FOR JOINT DEFLECTION

4'- 0"

L C

4'- 0"

L C

4'- 0"

L C

4'- 0"

L C

STORM DRAIN

4'- 0"

" M

ESTABLISHED GRADE

LENGTH AS NEEDED TO CONFORM TO MANUFACTURER'S

RECOMMENDATION FOR JOINT DEFLECTION

ESTABLISHED GRADE

STORM DRAIN

" M

NOT TO SCALE8

WATER MAIN CROSSING

STORM PIPE DETAIL

8" NO.8 STONE BEDDING. PLACE 6"

BEDDING UNDER PIPE. PLACE STONE

TIGHTLY UNDER CURVE OF PIPE TO FULLY

SUPPORT PIPE AND PREVENT MOVEMENT

TO A MINIMUM TOTAL DEPTH OF 8".

TYPE IV BEDDING

O.D.

NOTES

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

12" MIN

BACKFILL W/SPECIFIED

MATERIAL. PLACE AND

COMPACT AS SPECIFIED

STONE BEDDING

NOT TO SCALE7

STANDARD

PIPE BEDDING DETAIL

J:\

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2/9

/25 /20

M/ Ma rtin , J

PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

90028-10

LIN

, A

Y, P

A, EA

LIN

3 L

LIN

, P

A, 09/2025

C-502

MISCELLANEOUS

WATER MAIN

DETAILS

FIN GRADE

TOPSOIL AND SEED/SOD AS REQUIRED

NOTES:

1. DETECTABLE TAPE 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 SCALE2

TRENCH RESTORATION AT

NON-PAVED AREAS

BACKFILL W/SPECIFIED

MATERIAL. PLACE AND

COMPACT AS SPECIFIED

PIPE BEDDING.

SEE DETAIL 3 THIS SHEET.

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.

LIMIT OF TRENCH

FIN GRADE

SPAV, WRG, 12.5 mm MIX, PG 64S-22,

3.0 < 10.0 MILLION ESALs, DEPTH 2.0", SRL-H (4" HOT MIX IN WINTER)

DETECTABLE UNDERGROUND MARKING TAPE

(6" WIDE) AS REQUIRED. SEE COLORS IN NOTES.

PENNDOT 2A BACKFILL MATERIAL COMPACTED

IN 4" LIFTS (MECHANICAL TAMPER) OR 8" LIFTS

(VIBRATORY COMPACTION).

EDGE OF TRENCH

EXISTING PAVEMENT

NOT TO SCALE1

DAILY PAVEMENT

RESTORATION DETAIL

GENERAL PAVING NOTES:

* NOTE THAT THE "PAVEMENT RESTORATION DETAIL" CAN BE DONE

DAILY IN LIEU OF "DAILY TRENCH RESTORATION DETAIL".

* NO PAYMENT WILL BE MADE FOR THE "DAILY TRENCH RESTORATION DETAIL".

COMMENTS:

1.EXPOSED VERTICAL AND HORIZONTAL SURFACES SHALL BE PREPARED AS PER PUB 408, SECT. 413.3(g).

VERTICAL EDGES. INSTALL ONLY BASE COURSE AND BINDER COURSE IN ONE DAY.

3.HOT SEAL ALL EDGES WITH 12 INCH WIDE PG64S-22

4.APPLY TACK COAT BETWEEN ASPHALT PAVEMENT LAYERS

5.PLACE PAVEMENT AS INDICATED ON PLANS OR MATCH EXISTING DEPTH, WHICHEVER IS GREATER

6. 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.

SUPERPAVE ASPHALT MIXTURE DESIGN,

WEARING COURSE, PG 64S-22, 3 TO < 30

MILLION ESALS, 12.5 MM MIX, 2.0"

DEPTH, MATCH EXISTING SRL OR

GREATER

SEAL EDGE W/

PG64-22 (TYP)

1'-0" TYP

SUPERPAVE ASPHALT MIXTURE DESIGN.

BINDER COURSE, PG 64S-22, 3 TO < 30

MILLION ESALS, 19.0 MM MIX, 2.5" DEPTH

SUPERPAVE ASPHALT MIXURE DESIGN,

BASE COURSE, PG 64S-22, 3 TO < 30

MILLION ESALS, 25.0 MM MIX, 5" DEPTH

1'- 0"

DETECTABLE UNDERGROUND MARKING TAPE

PENNDOT 2A BACKFILL MATERIAL COMPACTED

IN 4" LIFTS (MECHANICAL TAMPER) OR 8" LIFTS

(VIBRATORY COMPACTION).

LIMIT OF TRENCH

1'-0" TYP

3'- 0"

1' SAW CUT, TYP.

ALL WORK WITHIN THE STATE RIGHT OF WAY MUST FOLLOW SPECIFICATIONS AND

STANDARDS OF PUBLICATIONS 408 AND 72M.

PERMITTEE WILL BE RESPONSIBLE FOR COORDINATING RELOCATION OF ANY UTILITY

FACILITY CONFLICTS WHICH ARE A RESULT OF ACTIVITIES CONDUCTED UNDER THIS

PERMIT. ALL UTILITY FACILITY COORDINATION AND RELOCATION MUST BE IN

ACCORDANCE WITH 67 PA. CODE CHAPTER 459, OCCUPANCY OF HIGHWAYS BY

UTILITIES.

CONTACT COUNTY PERMIT INSPECTOR AT LEAST 3 WORK DAYS PRIOR TO START OF

WORK AT 717-549-3018 or jzima@pa.gov.

A FULL-TIME INSPECTOR WILL BE ASSIGNED WHEN WORKING WITHIN THE

DEPARTMENT RIGHT OF WAY (ROW) AND OR WORK ASSOCIATED WITH WORK ZONE

TRAFFIC CONTROLL (WZTC) PLAN. PERMITTEE WILL BE CHARGED FOR ALL INSPECTION

COSTS INCLUDING HOURS WORKED, MILAGE, CELL PHONE, BOARDING AND LODGING

BILLED TO THE DEPARTMENT AS PER THE CONSULTANT INSPECTION AGREEMENT. AN

EPS BUSINESS PARTNER ID WILL BE REQUIRED PRIOR TO THE START OF WORK FOR

ELECTRONIC INVOICING THROUGH EPS

PERMITTEE SHALL ASSIGN A PERSON AUTHORIZED TO SIGN THE DAILY TIME SHEET OF

INSPECTOR CLEARLY INDICATING THE HOURS WORKED AND MILEAGE ON JOB SITE.

DEPARTMENT MAY STOP THE WORK / REVOKE THE PERMIT IF PERMITTEE FAILS TO PAY

ALL INVOICES ON TIME OR IF PERMITTEE IS NOT IN COMFORMFANCE WITH THE

APPROVED PERMIT.

FACILITY MAY BE PLACED IN PAVEMENT OR SHOULDER, AS PER PLANS, PROVIDED

BASE AND WEARING COURSES ARE OPENED BY SAW CUT METHOD.

THIS PERMIT AUTHORIZES WORK ONLY IN DEPARTMENT HIGHWAY RIGHT OF WAY.

ALL WORK MUST BE COMPLETED PRIOR TO START OF DEPARTMENT PROJECT.

SUB-SURFACE HOP PERMIT CONDITIONS-WATER:

FULL LANE OVERLAY IS REQUIRED, AS PER REGULATION 459.8.

DEPARTMENT MUST BE NOTIFIED IN WRITING UPON COMPLETION OF WORK.

SHOULDERS MUST BE RESTORED IN ACCORDANCE WITH APPROPRIATE SECTION OF

PUB. 408 AND ROADWAY CONSTRUCTION STANDARDS RC-25M.

PERMITTEE MUST MAINTAIN EXISTING SHOULDER DURING CONSTRUCTION.

IT IS THE PERMITTEE'S RESPONSIBILITY TO IDENTIFY ALL PENNDOT OWNED/OPERATED

FACILITIES WITHIN THE LIMITS OF PERMITTED WORK. IF DAMAGED BY THE PERMITTED

WORK, IT IS PERMITTEES RESPONSIBILITY TO CONTACT THE DEPARTMENT

IMMEDIATELY AND RESTORE THE FACILITY TO ITS ORIGINAL CONDITION OR AS

DIRECTED BY THE DEPARTMENT.

ALL DISTURBED AREAS OUTSIDE THE PAVEMENT OR SHOULDER SHALL BE RESTORED

TO A CONDITION AT LEAST EQUAL TO THAT WHICH EXISTED BEFORE THE START OF

WORK.

MINIMUM WORK ZONE TRAFFIC CONTROL TO BE IN ACCORDANCE WITH PUB. 213. SEE

PUB 212 FOR ADDITIONAL DETAILS.

NO LANES MAY BE RESTRICTED BETWEEN THE HOURS OF 6:00 AM TO 9:00 AM OR

BETWEEN THE HOURS OF 3:00 PM TO 6:00 PM.

LANE CLOSURES WILL NOT BE PERMITTED DURING THE FOLLOWING PERIODS: EASTER

WEEKEND - FRIDAY 6:00AM TO TUESDAY 9:00AM; MEMORIAL DAY WEEKEND - FRIDAY

6:00AM TO TUESDAY 9:00AM; FOURTH OF JULY HOLIDAY - REQUEST INFORMATION

FROM DISTRICT OR COUNTY PERMIT OFFICE; LABOR DAY WEEKEND - FRIDAY 6:00AM

TO TUESDAY 9:00AM; THANKSGIVING WEEKEND -WEDNESDAY 6:00AM TO MONDAY

9:00AM; CHRISTMAS HOLIDAY-DECEMBER REQUEST INFORMATION FROM DISTRICT OR

COUNTY PERMIT OFFICE; NEW YEAR'S HOLIDAY - REQUEST INFORMATION FROM

TUESDAY 6:00AM TO 9:00PM; THERE MAY BE ADDITIONAL TRAFFIC RESTRICTIONS FOR

SPECIAL EVENTS THAT ATTRACT LARGE VOLUMES OF TRAFFIC IN THE AREA OF THE

HOP.

PERMITTEE IS RESPONSIBLE FOR ENSURING THAT MUD, SILT AND OTHER DEBRIS IS

REMOVED FROM VEHICLES AND TIRES (BY POWER WASH, ETC.) BEFORE ENTERING

ONTO THE HIGHWAY.

PERMITTEE MUST INFORM HAMILTON TOWNSHIP AND/OR EAST BERLIN BOROUGH FIVE

WORKING DAYS PRIOR TO THE START OF PERMITTED WORK.

ALL WORK WITHIN DEPARTMENT RIGHT OF WAY MUST COMPLY WITH THE LATEST

EDITIONS OF THE DEPARTMENT'S PUBLICATION 408 (SPECIFICATIONS), PUBLICATION

72M (STANDARDS FOR ROADWAY CONSTRUCTION), PUBLICATION 111 (TRAFFIC

CONTROL - PAVEMENT MARKINGS AND SIGNING STANDARDS), AND PUBLICATION 213

(TEMPORARY TRAFFIC CONTROL GUIDELINES).

DISTRICT OR COUNTY PERMIT OFFICE; PRIMARY AND GENERAL ELECTION DAYS-

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.