2-Contract Drawings.pdf

PDF 7 MB Posted Mar 31, 2026

Attached to: Walnut Street Reconstruction
Solicitation number: Not on record
Issued by: Union County, Pennsylvania

About this file

Written by GovTribe AI · Mar 31, 2026

This is a contract drawings document prepared by Buchart Horn, Inc. for the Borough of Mifflinburg in Union County, Pennsylvania, detailing the Walnut Street Reconstruction project (Contract No. 2026-04). The project encompasses the reconstruction of Walnut Street from Station 0+00 to Station 17+89, including the installation of new water mains, sanitary sewer systems, and storm drainage infrastructure. The drawings include overall plans, water main profiles across multiple stations, sanitary sewer connections, storm drain configurations, and detailed specifications for pipe bedding, thrust blocking, valve boxes, and manhole installations. The contract documents are available online through the PennBid Program, with sealed bids due by Friday, April 17, 2026, at 3:00 p.m. local prevailing time. A bid security deposit equivalent to 10 percent of the bid amount is required, and all bids remain irrevocable for sixty days following the bid opening unless delayed by government agency approval, bond sales, or grant awards, in which case bids remain irrevocable for one hundred twenty days in compliance with Pennsylvania Act 317 of 1978.

The project is subject to Pennsylvania Prevailing Wage Act requirements, mandating that all workers employed on this public works project receive minimum wage rates as promulgated by the Pennsylvania Secretary of Labor. The work involves abandonment of existing water mains (6-inch and 10-inch asbestos cement and cast iron pipe), installation of new 10-inch ductile iron pipe water mains, new 8-inch polyvinyl chloride sanitary sewer mains, and new storm drainage systems with high-density polyethylene pipe. The drawings specify detailed technical requirements including pipe depth minimums of four feet, utility coordination procedures requiring Pennsylvania One Call notification at least 48 hours prior to excavation, thrust blocking specifications for all bends and fittings, and comprehensive erosion and sediment control measures. Contractor responsibilities include verification of existing utility locations, test pitting at crossing points, reconnection of existing water service laterals at no additional cost, and surface restoration following excavation and pipe installation.

View the file

Other files

File	Type	Posted
3-Bidding Documents.pdf	PDF	Mar 31, 2026
4-00 91 13.1 - Addendum No. 1.pdf	PDF	Mar 31, 2026
1-Project Manual.pdf	PDF	Mar 31, 2026

On GovTribe

Work with this file

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

Try for free Login

Text version

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

PROJECT

LOCATION

THE BOROUGH OF MIFFLINBURG

MARCH 2026

DESIGN

WALNUT STREET RECONSTRUCTION

CONTRACT NO. 2026-04

UNION COUNTY

PENNSYLVANIA

PROJECT LOCATION MAP

NORTH

NOT TO SCALE

DRAWING INDEX

SHEET NO. SHEET TITLE

GENERAL

G-001 COVER SHEET

G-002 DRAWING INDEX

CIVIL

C-101 OVERALL PLAN/SHEET INDEX

C-102 WALNUT STREET WATERLINE STA 0+00 TO 2+25

C-103 WALNUT STREET WATERLINE STA 2+25 TO 5+00

C-104 WALNUT STREET WATERLINE STA 5+00 TO 7+75

C-105 WALNUT STREET WATERLINE STA 7+75 TO 10+50

C-106 WALNUT STREET WATERLINE STA 10+50 TO 12+50

C-107 WALNUT STREET WATERLINE STA 15+25 TO 17+89 & SANITARY SEWER

C-108 WALNUT STREET WATERLINE STA 12+50 TO 15+25 & SANITARY SEWER

C-109 SANITARY SEWER PLAN & PROFILE-WALNUT ST TO MULBERRY ST

C-110 STORM PLAN & PROFILE-WALNUT ST TO MULBERRY ST

C-111 STORM PLAN & PROFILE-WALNUT ST TO 2ND ST

CE501 EROSION & SEDIMENT CONTROL NOTES

CE502 EROSION & SEDIMENT CONTROL DETAILS

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. 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 OR 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. DIMENSIONS AND ELEVATIONS ARE CONTINGENT UPON EQUIPMENT FURNISHED.

CONTRACTOR SHALL MODIFY STRUCTURES IN ACCORDANCE WITH APPROVED SHOP

DRAWINGS AT NO ADDITIONAL COST TO THE OWNER.

12. CONTRACTOR SHALL COORDINATE ARCHITECTURAL, EQUIPMENT, MECHANICAL AND

ELECTRICAL DRAWINGS FOR THE LOCATION OF PIPE SLEEVES. ANCHOR BOLTS,

INSERTS, ETC. BEFORE PLACING CONCRETE.

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

SIMILAR CONDITIONS.

GENERAL DEMOLITION NOTES:

1. ELEVATION GIVEN ON DEMOLITION DRAWINGS MAY NOT BE CORRECT,

CONTRACTOR TO VERIFY EXISTING ELEVATIONS.

2. REMOVE ALL CONCRETE PADS AND SUPPORTS NOT BEING REUTILIZED FLUSH WITH

THE FLOOR. PATCH SMOOTH WITH CONCRETE REPAIR MORTAR.

3. REMOVE ALL HANGERS, CLAMPS, BRACKETS, ETC THAT ATTACH REMOVED

EQUIPMENT TO WALLS OR CEILING. PATCH ALL HOLES CREATED BY REMOVAL.

4. SEAL ALL FLOOR, WALLS AND ROOF OPENINGS LEFT AFTER EQUIPMENT IS

REMOVED WITH NON-SHRINK GROUT.

5. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ALL ELECTRICAL

CONDUIT BACK TO THE ELECTRICAL SOURCE THAT SERVICES EQUIPMENT HE IS

REMOVING. THE CONTRACTOR SHALL ALSO REMOVE ALL JUNCTION BOXES,

CONTROL PANELS, DISCONNECT SWITCHES, ETC. ASSOCIATED WITH THE

EQUIPMENT BEING REMOVED UNLESS MARKED BY ELECTRICAL SUB-CONTRACTOR

TO REMAIN. COORDINATE ALL DEMOLITION WORK AND MARKING SYSTEM WITH

ELECTRICAL SUB-CONTRACTOR.

6. THE ELECTRICAL SUB-CONTRACTOR IS RESPONSIBLE FOR TURNING OFF AND

LOCKING OUT POWER TO EACH PIECE OF EQUIPMENT, MOTOR CONTROL CENTERS,

CONTROL PANELS, ETC., TO MAKE REMOVAL SAFE. HE SHALL VERIFY THAT THERE IS

NO VOLTAGE ON THE WIRING PRIOR TO REMOVAL.

7. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF LIGHT FIXTURES AND

RECEPTACLES AND ASSOCIATED CONDUIT AND WIRING WHERE REQUIRED.

8. IF ELECTRICAL SWITCHGEAR PANELS OR MOTOR CONTROL CENTERS ARE BEING

RENOVATED, THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF BREAKERS,

MOTOR STARTERS, ETC, REQUIRED BY THE RENOVATION.

9. WHERE CONCRETE REMOVAL EXPOSES ENDS OF REBAR, OR WHERE ANCHOR

BOLTS ARE CUT OFF, GRIND REBAR OR BOLT TO 14" BELOW SURFACE & PATCH

SMOOTH WITH CONCRETE REPAIR MORTAR.

10. ALL PUMPS, SOLENOID VALVES AND PNEUMATIC ACTUATED VALVES REMOVED

SHALL BE TURNED OVER TO THE OWNER.

SURVEY NOTES:

1. HORIZONTAL DATUM & COORDINATE SYSTEM: NAD83(2011) EPOCH 2010.00, PA STATE

PLANE, SOUTH ZONE - 3702. HORIZONTAL DATUM & OORDINATES ESTABLISHED FROM

SMARTNET NORTH AMERICA GNSS NETWORK. VERTICAL DATUM: NAVD88

(ESTABLISHED FROM LOCAL NGS BENCHMARKS: Q304 PADH, HALLAM, N304 PADH,

N102 RESET)

2. PHYSICAL FEATURES AND TOPOGRAPHY SHOWN HEREON OBTAINED FROM AERIAL

MAPPING PERFORMED BY APPLIED MAPPING SOLUTIONS, INC., TO MEET 1"=50', 1

FOOT CONTOUR NATIONAL MAP ACCURACY STANDARDS WITH PHOTOGRAPHY

DATED 5/6/2014. (CONTOURS WITHIN VEGETATED AREAS MAY NOT MEET STATED

ACCURACY STANDARDS AND SHOULD BE FIELD VERIFIED PRIOR TO USE.)

3. SUPPLEMENTAL TOPOGRAPHY SURVEY AS OUTLINED AND SURVEY OF EXISTING

UTILITIES WAS PERFORMED BY BUCHART HORN INC., COMPLETED ON JUNE 27, 2014.

(CONTOURS WITHIN VEGETATED AREAS MAY NOT MEET STATED ACCURACY

STANDARDS AND SHOULD BE FIELD VERIFIED PRIOR TO USE.)

4. 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. BUCHART HORN, 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. BUCHART HORN, INC. ASSUMES NO

RESPONSIBILITY FOR ANY DAMAGES INCURRED AS A RESULT OF UNDERGROUND

UTILITIES OMITTED OR INACCURATELY SHOWN.

5. PROPERTY LINES SHOWN HEREON ARE PLOTTED FROM THE DEEDS OF RECORD,

RECORDED SUBDIVISION AND OR PLOT PLANS, EXISTING TOPOGRAPHIC FEATURES

AND LIMIT BOUNDARY EVIDENCE. PROPERTY LINES WERE NOT SURVEYED BY THE

PROFESSIONAL LAND SURVEYOR RESPONSIBLE FOR THE PROJECT.

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; XXXXXXXXXXX

COMPANY:

ADDRESS:

CONTACT:

EMAIL:

G-002

ABBREVIATIONS,

LEGENDS &

GENERAL NOTES

DHS

JRS

DESIGNM:

J\7

-0 0\0

\01

-G

\77

_G -0

-N

.D W

G/ G-

2/3

/9/

:41 A

M/ St ro us e, Do re en

PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

77570-00

N W

, P

A, MI

LIN

, U

0 N

LIN

, P

A, 08/2025

EXISTING FEATURE TEXT

X X X X X X X

SYL SYL

SRL SRL

OHT OHT

UC UC

UFO UFO

UT UT

F F

G G

OHE OHE

UE UE

SS SS

FM > FM >

ST ST

OHU OHU

EXISTING CONDITIONS LEGEND

EXISTING BUILDING

EXISTING PROPERTY ADJOINER

EXISTING PROPERTY LINE

EXISTING CURB

EXISTING FENCE

SWL SWL EXISTING PAVE MARKINGS (SINGLE WHITE LINE)

DYL DYL EXISTING PAVE MARKINGS (DOUBLE YELLOW LINES)

EXISTING GUIDERAIL

EXISTING PAVE MARKINGS (SINGLE RED LINE)

EXISTING PAVE MARKINGS (SINGLE YELLOW LINES)

EXISTING ROAD RIGHT-OF-WAY

EXISTING STOCKPILE

EXISTING ROAD CENTERLINE

EXISTING CONTOUR (MAJOR)

EXISTING CONTOUR (MINOR)

EXISTING UNPAVED XX

EXISTING UNPAVED CENTERLINE

EXISTING UCTV LINE

EXISTING OVERHEAD COMMUNICATION LINE

EXISTING U/G FIBER OPTIC LINE

EXISTING U/G TELEPHONE LINE

EXISTING FUEL LINE

EXISTING O/H ELECTRIC LINE

EXISTING GAS LINE

EXISTING U/G ELECTRIC LINE

EXISTING SANITARY SEWER LINE

EXISTING STEAM LINE

EXISTING SEWER FORCE MAIN

EXISTING STORM DRAIN

EXISTING UNIDENTIFIED O/H LINE

EXISTING TREE/BRUSH LINE

S EXISTING SANITARY SEWER MANHOLE

SCO

EXISTING SANITARY SEWER CLEANOUT

EXISTING INLET

EXISTING YARD INLET

EXISTING DRAIN MANHOLE

EXISTING STORM MANHOLE

EXISTING HYDRANT

EXISITNG WATER MANHOLE

EXISTING MONITORING WELL

EXISTING WELL

MON

WELL

EXISTING WATER METER

EXISTING WATER SHUT-OFF

EXISTING WATER VALVE

WSO

EXISTING YARD HYDRANT

EXISTING WATER MAINW W

EXISTING

EXISTING BOLLARD

EXISTING MAIL BOX

EXISTING PARKING METER

EXISTING SIGN

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. XXXXXXXXXXXXXXXXXXXXXX

W W W W W W W W W

W W

WSS

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

10+00 11+00

12+00 13+00

14+00 15+00

16+00 17+00

17+78

WV WV

EX 6" CIP TO BE ABANDONED IN PLACEEX 10" ACP TO BE ABANDONED IN PLACE

NEW 10" DIP

EX 6" CIP TO BE ABANDONED IN PLACE

EX 10" ACP TO BE ABANDONED IN PLACE

EX 6" CIP TO BE ABANDONED IN PLACE

EX 10" ACP TO BE ABANDONED IN PLACE

NEW 10" DIP

EX 6" CIP TO BE ABANDONED IN PLACE

EX 10" ACP TO BE ABANDONED IN PLACE

NEW 10" DIP

EX 6" CIP TO BE ABANDONED IN PLACEEX 10" ACP TO BE ABANDONED IN PLACE

NEW 10" DIP

EX 6" CIP TO BE ABANDONED IN PLACEEX 10" ACP TO BE ABANDONED IN PLACE

NEW 10" DIP

EX 6" CIP TO BE ABANDONED IN PLACE

NEW 10" DIP

WVWV

EX 10" ACP TO BE ABANDONED IN PLACE

INSTALL 10"X8" CROSS FOR FUTURE

CONNECTION. CAP 10" & 8" ENDS.

NEW CURB (TYP)

C-504

NEW CURB (TYP)

C-504

NEW CURB (TYP)

C-504

NEW 10" DIP

EX. FIRE HYDRANT

TO BE REPLACED

EX. FIRE HYDRANTTO BE REPLACED

EX TREE TO BEREMOVED (TYP)

EX TREE TO BE

REMOVED (TYP)

EX TREE TO BEREMOVED (TYP)

EX. WALK TO BE

REPLACED

EX. WALK TO BE

REPLACED

EX. WALK TO BE

REPLACED

NEW CURB (TYP)

C-504

NEW CURB (TYP)

C-504

NEW CURB (TYP)

C-504

NEW SIDEWALK (TYP)

C-505

NEW SIDEWALK (TYP) 9

C-505

NEW SIDEWALK (TYP)

C-505

NEW SIDEWALK (TYP) 9

C-505

EX SANITARY SEWER TOBE ABANDONED IN PLACE

EX SANITARY SEWER AND MHTO BE ABANDONED IN PLACE

WSOWSO

WSO

WSO WSO

WSO WSO WSO WSO

WSO WSO WSO WSO WSO

WSO

WSOWSO

WSO

WSO WSO

WSO

NEW CURB (TYP) 7

C-505

NEW CURB (TYP) 7

C-505

NEW CURB (TYP) 7

C-505

NEW CURB (TYP) 7

C-505

EX. FIRE HYDRANTTO BE REPLACED

X X

X X X

X X X X

X X X

X X

X X X

X X

WALNUT STREET

#380

U.S. POST OFFICE

#361 #357 #353

#358 #354

#345

#346 #340 #338#382 #347

#341

#331

#312

#311 #305

#306

#285

#288 #284 #278

#281

#267

#281

#268

#265 #261

#264

#262

#258 #252

#253 #249

#248

#243

#244

#238 #234

#239 #231 #225

#228 #218 #212 #206 #200

#226

#215 #207 #205 #203

MULBERRY STREET

CENTRAL

SUSQUEHANNA

BUILDINERS

EX 6" CIP

EX 10" ACPMH 65

MH 65A

MH 65B

#220

CHERRY STREET

WALNUT STREET

C-102 C-103 C-104 C-105

C-106

C-107 C-108

C-109

C-101

WALNUT

STREET

OVERALL PLAN/

SHEET INDEX

DHS

JRS

NORTH

SCALE: 1" = 80' 0 80' 160'

PLAN1

DESIGNM:

J\7

-0

0\0 8-

\05 -C

IL\

N C-

1.D

W G/

C-

1/3 /9/

:47

A M/

St ro us e, Do re en

PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

77570-00

N W

, P

A, MI

LIN

, U

0 N

LIN

, P

A, 08/2025

AutoCAD SHX Text

POOL

AutoCAD SHX Text

POOL

0+00 1+00

2+00

1+65

SCO

0+00 1+00

2+00

LH 108B

569.61 568.94

569.96 569.29

569.34 568.67

570.12 569.45

569.34 568.67

570.12 569.45

569.06 568.39

569.57 568.90

568.99 568.33

568.85 568.18

EX SAN SEWER

LATERAL

SAN SEWER LATERAL

C-503

W W W W W W W W W W W

EX 6" CIP TO BE ABANDONED IN PLACE

EX 10" ACP TO BE ABANDONED IN PLACE

NEW 10" DIP

W W W

EX. FIRE HYDRANT

TO BE REPLACED

EX. WALK TO BE

REPLACED

NEW CURB (TYP)

C-504

WSOWSO

WSO

WSOWSO

X X X X X

X X

569.3

568.9

568.7

568.4

569.4

570.7

T S.

WALNUT STREET

WV WV

W W

W W W

W W

WV WV

INLET

TG-569.26

INV 566.19 15" RCP

INV 565.35 14"

BOTTOM 564.33

INLET

TG-569.41

INV 566.34 15" RCP

INLET

TG-569.10

INV 567.33 15" CPP

EX. INLET

TG 568.68

INV (IN) 566.35 12" RCP

INV (OUT) 566.30 12" RCP

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

WSOWSOWSO

W W W W W W W W W W W

#380

U.S. POST OFFICE

#361 #357 #353

#358

#354

#382

-0+25 0+00 1+00 2+00 2+25

EX. ℄ ROAD GRADE

10" TO 8"

COUPLINGEX. 8" WATER MAIN

10" DI WATER MAIN

C-102

WALNUT

STREET

STA 0+00 TO

2+25

DHS

JRS

LIN

C-

NORTH

SCALE: 1" = 10' 0 10' 20'

PLAN1

DESIGNM:

J\7

-0 0\0

\05

-C

IL\

&P C

-1

-C -1

W G/

C-

2/3 /10

/20

P M/

St ro us e, Do re en

PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

77570-00

N W

, P

A, MI

LIN

, U

0 N

LIN

, P

A, 08/2025

MATCH LINE

SEE C-109

LIN

E C-

SCALE: 1" = 10' 0 10' 20'

PROFILE2

VERT. SCALE: 5'

0 10'5'

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

EX 6" CIP TO BE ABANDONED IN PLACE

EX 10" ACP TO BE ABANDONED IN PLACE

NEW 10" DIP

NEW CURB (TYP)

C-504

W W W W

EX. WALK TO BE

REPLACEDNEW CURB (TYP)

C-504

WSO WSO

WSO WSO WSO WSO

WSO WSO WSO

EX. WALK TO BE

REPLACED

567.7 567.3

567.7

566.6567.5

568.9

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

WSO

WSOWSO

WSO

WSOWSO

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

#353 #345

#346

#340

#338 #347

#341

ALLEY BARN WOODWORKING

WALNUT STREET

3+00

4+00 5+00

3+00 4+00

5+00

568.74 567.96

568.74 568.07

568.38 567.71

568.54 567.87

568.07 567.40

568.20 567.53

567.95 567.28

568.03 567.36

567.78 567.11

567.86 567.19

1+59

50SD

REMOVE EX.

CONC./STRUCTURE

INLET 2

INLET 1

EX. INLET STRUCTURE TO BE

REMOVED. INSTALL 18"Ø HDPE

SPOOL PIECE TO CONNECT

EX. PIPE TO NEW INLET

2+25 3+00 4+00 5+00

EX. ℄ ROAD GRADE

10" DI WATER MAIN

C-103

WALNUT

STREET

STA 2+25 TO

5+00

DHS

JRS

LIN

C-

NORTH

SCALE: 1" = 10' 0 10' 20'

PLAN1

DESIGNM:

J\7

-0 0\0

\05

-C

IL\

&P C

-1

-C -1

W G/

C-

3/3 /9/

P M/

St ro us e, Do re en

PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

77570-00

N W

, P

A, MI

LIN

, U

0 N

LIN

, P

A, 08/2025

MATCH LINE

SEE C-110

LIN

E C-

LIN

C-

LIN

E C-

SCALE: 1" = 10' 0 10' 20'

PROFILE2

VERT. SCALE: 5'

0 10'5'

SSSSSSSS

WV WV

EX 6" CIP TO BE ABANDONED IN PLACE

EX 10" ACP TO BE ABANDONED IN PLACE

NEW 10" DIP

NEW CURB (TYP)

C-504

W W W

EX TREE TO BE

REMOVED (TYP)

EX. WALK TO BE

REPLACED

NEW CURB (TYP)

C-504

WSO WSO

WSO

WSO WSO

X X

X X X X

567.3

568.4

566.2

566.9

566.5

566.3

567.8

567.2

568.5

SS SS SS

WSO

W W W W W

W W W W W W W W W W

WSO

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

#312

#311 #305

WALNUT STREET

CENTRAL

SUSQUEHANNA

BUILDINERS

SCO

1+02 0+00

1+00 0+50

S SS SS SS SS SS SS S

5+00 6+00

7+00

MH 107B

MH 107A

567.78 567.11

567.86 567.19

567.59 566.92

567.76 567.09

567.71 567.04

567.53 566.86

567.38 566.71

567.29 566.62

567.36 566.69

566.73

566.06NEW 10" DIP WATER MAIN

NEW 8" PVC SANITARY SEWER MAIN

C-503

5+00 6+00 7+00 7+75

MH 107A

98LF OF 10"Ø DI @ 0.72%

MH 107B

EX. ℄ ROAD GRADE

10" DI WATER MAIN

: 5

.92

.71

2.2

: 5

.17

1.5

1.4

C-104

WALNUT

STREET

STA 5+00 TO

7+75

DHS

JRS

LIN

C-

NORTH

SCALE: 1" = 10' 0 10' 20'

PLAN1

DESIGNM:

J\7

-0 0\0

\05

-C

IL\

&P C

-1

-C -1

W G/

C-

4/3 /9/

:32

A M/

St ro us e, Do re en

PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

77570-00

N W

, P

A, MI

LIN

, U

0 N

LIN

, P

A, 08/2025

LIN

E C-

LIN

C-

LIN

E C-

SCALE: 1" = 10' 0 10' 20'

PROFILE2

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

WV WV

EX 6" CIP TO BE ABANDONED IN PLACE

EX 10" ACP TO BE ABANDONED IN PLACE

NEW 10" DIP

W W W

EX TREE TO BE

REMOVED (TYP)

NEW SIDEWALK (TYP)

C-505

WSO

WSO WSOWSO WSO

WSO WSO WSO

NEW CURB (TYP) 7

C-505

EX. FIRE HYDRANT

TO BE REPLACED

NEW CURB (TYP) 7

C-505

565.5

566.8

567.7

569.6

567.2

566.5 567.2

567.2

568.7

568.2

567.4

WSO

WSO WSO

W W W W W W W W W W W WWV

#285

#288

#284

#278

#281

#267

#268

WALNUT STREET

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

8+00 9+00 10+00

567.03 566.36

567.25 566.58

567.29 566.62

567.38 566.71

567.52 566.85

567.66 566.99

567.58 566.91

567.65 566.98

567.66 566.99

567.62 566.95

567.41 566.74

BASE BID ALTERNATE BID

7+75 8+00 9+00 10+00 10+50

EX. ℄ ROAD GRADE

10" DI WATER MAIN

C-105

WALNUT

STREET

STA 7+75 TO

10+50

DHS

JRS

LIN

C-

NORTH

SCALE: 1" = 10' 0 10' 20'

PLAN1

DESIGNM:

J\7

-0 0\0

\05

-C

IL\

&P C

-1

-C -1

W G/

C-

5/3 /9/

P M/

St ro us e, Do re en

PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

77570-00

N W

, P

A, MI

LIN

, U

0 N

LIN

, P

A, 08/2025

LIN

E C-

LIN

C-

LIN

E C-

SCALE: 1" = 10' 0 10' 20'

PROFILE2

W W W W W W W W W W

SS SS SS

W W W W

EX TREE TO BE

REMOVED (TYP)

WSO WSO WSO

WSO WSO WSO WSO

NEW CURB (TYP)

C-505

NEW SIDEWALK (TYP)

C-505

X X

566.7

569.6

567.2

567.6

565.5

567.3

565.4

566.2

WALNUT STREET

WSO

W W

W W W W W W W

#265

#261

#264

#258

#252

#253 #249

W W W W W W W W W

W W W 11+00 12+00

5+38

5+00S SS SS SS

11+00 12+00

MH 65C

567.39 566.72

567.12 566.45

566.93 566.26

566.72 566.05

566.41 565.74

566.15 565.48

565.79 565.12

565.47 564.80

10+50 11+00 12+00 12+50

EX. ℄ ROAD GRADE

10" DI WATER MAIN

MH 65C

: 5

.40

.74

7.7

C-106

WALNUT

STREET

STA 10+50 TO

12+50

DHS

JRS

LIN

C-

NORTH

SCALE: 1" = 10' 0 10' 20'

PLAN1

DESIGNM:

J\7

-0 0\0

\05

-C

IL\

&P C

-1

-C -1

W G/

C-

6/3 /9/

P M/

St ro us e, Do re en

PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

77570-00

N W

, P

A, MI

LIN

, U

0 N

LIN

, P

A, 08/2025

LIN

E C-

LIN

C-

LIN

E C-

SCALE: 1" = 10' 0 10' 20'

PROFILE2

SSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

EX 6" CIP TO BE ABANDONED IN PLACE

EX 10" ACP TO BE ABANDONED IN PLACE

NEW 10" DIP

W W W W W

EX. FIRE HYDRANT

TO BE REPLACED

EX TREE TO BE

REMOVED (TYP)

NEW SIDEWALK (TYP)

C-505

NEW SIDEWALK (TYP)9

C-505

EX SANITARY SEWER TO

BE ABANDONED IN PLACEEX SANITARY SEWER AND MH

TO BE ABANDONED IN PLACE

WSO WSO WSO WSO WSO WSO

WSO WSO WSO WSO WSO

C-505NEW CURB (TYP)

C-505

X X

567.4

564.3

565.6

564.5

562.5

564.5

563.8

561.6562.7

564.4

563.4

562.6

562.3

562.8

563.7

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

WSO

WSO WSO

WSO

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

#248

#243

#244

#238 #234

#239 #231 #225

#228

#218

#226

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

W W

MH 65B

#220

WALNUT STREET

13+00 14+00 15+00

2+003+004+00 2+503+504+50

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

13+00 14+00 15+00

565.07 564.40

564.65 563.98

564.33 563.66

564.07 563.40

563.69 563.02

563.49 562.82

563.14 562.47

562.85 562.18

562.54 561.87

562.29 561.62

562.95 562.28

561.84 561.17

SS SS SS SS SS SSS MH 65B

2+09

INLET 3

12+50 13+00 14+00 15+00 15+25

EX. ℄ ROAD GRADE

10" DI WATER MAIN

MH 65B

246LF OF 8"Ø PVC @ 1.04%

: 5

.15

.34

5.1

5.0

C-107

WALNUT

STREET

STA 12+50 TO

15+25

DHS

JRS

LIN

C-

NORTH

SCALE: 1" = 10' 0 10' 20'

PLAN1

DESIGNM:

J\7

-0 0\0

\05

-C

IL\

&P C

-1

-C -1

W G/

C-

7/3 /10

/20

A M/

St ro us e, Do re en

PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

77570-00

N W

, P

A, MI

LIN

, U

0 N

LIN

, P

A, 08/2025

LIN

C-

LIN

E C-

LIN

E C-

SCALE: 1" = 10' 0 10' 20'

PROFILE2

16+00 17+00 17+89

C-503

W W W W W W W W W W W

EX 6" CIP TO BE ABANDONED IN PLACE

EX 10" ACP TO BE ABANDONED IN PLACE

NEW 10" DIP

EX 6" CIP TO BE ABANDONED IN PLACE

NEW 10" DIP WVWV

EX 10" ACP TO BE ABANDONED IN PLACE

INSTALL 10"X8" CROSS FOR FUTURE

CONNECTION. CAP 10" & 8" ENDS.

W W

EX TREE TO BE

REMOVED (TYP)

EX TREE TO BE

REMOVED (TYP)

NEW SIDEWALK (TYP) 9

C-505

EX SANITARY SEWER AND MH

TO BE ABANDONED IN PLACE

NEW CURB (TYP)

C-505

WSO WSO WSO

WSO

WSO WSO

S SS

SS S

MH 65A

MH 65

561.84 561.17

561.57 560.90

561.43 560.76

561.15 560.48

560.99 560.32

560.68 560.01

560.46 559.79

560.48 559.81

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

REPLACE EX STORM

PIPE WITH 12"Ø HDPE

STORM PIPE

REPLACE EX INLET

WITH NEW

TYPE C INLET (TYP)

12"Ø HDPE PIPE 12"Ø HDPE PIPE

C-505

SD SD SD SD SD SD SD SD SD SD SD SD SDINLET 4

INLET 3

CONTRACTOR TO

VERIFY INVERT OF

EX MANHOLE

XXX

X X X X

559.6

562.4

561.8

560.6

562.7 561.7

560.5

559.3561.4

560.7

SS SS SS SS

WSO

WSO WSO

WSO

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

W W W W

W W

#218

#212 #206

#200

#215

#207

#205 #203

WALNUT STREET

W W W W W W W W W W W

W W

EX 6" CIP

EX 10" ACP

MH 65

MH 65A SD

15+25 16+00 17+00 17+89

435LF 8"Ø PVC @ 0.99%

MH 65A

30LF OF 8"Ø DI @ 3.65%

MH 65

EX. ℄ ROAD GRADE

10" DI WATER MAIN

: 5

.79

.93

2.1

2.0

E L:

. 0 +0

V . I

V . O

U T

- 5

C O

A C

T O

V E

Y E

X M

A N

H O

V E

10"X8" CROSS

8" DIP WATER MAIN

10" CAP FOR FUTURE

CONNECTION

C-108

WATER MAIN

PLAN & PROFILE

STA 15+25 TO

17+89 &

SANITARY

SEWER

DHS

JRS

NORTH

SCALE: 1" = 10' 0 10' 20'

PLAN1

DESIGNM:

J\7

-0 0\0

\05

-C

IL\

&P C

-1

-C -1

W G/

C-

8/3 /10

/20

P M/

St ro us e, Do re en

PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

77570-00

N W

, P

A, MI

LIN

, U

0 N

LIN

, P

A, 08/2025

LIN

C-

LIN

E C-

SCALE: 1" = 10' 0 10' 20'

PROFILE2

W W

B (T

C-

B (T

C-

WSO

X X

XXXXXX

8.4

5.4 W

W W

SS SS SS SS SS SS SS SS

1+630+00 1+00 2+

OSSSSSSSSSSSSSSSSSSSSSSS

LH 108B

EX MH 108A

TC BC

9.0

8.3

TC BC

9.5

8.9

TC BC

8.9

8.3

TC BC

8.8

8.1

8" PVC SAN SEWER MAIN

LH 108B

-0+25 0+00 1+00 1+75

161LF OF 6" PVC @ 4.44%

EX. GRADE

EX MH 108A

E L:

6.7

: 5

.23

.25

4.0

C-109

SANITARY

SEWER PLAN

& PROFILE

WALNUT ST.

MULBERRY ST.

DHS

JRS

MATCH LINE

SEE C-102

NORTH

SCALE: 1" = 10' 0 10' 20'

PLAN1

DESIGNM:

J\7

-0 0\0

\05

-C

IL\

&P C

-1

-C -1

W G/

C-

9/3 /10

/20

A M/

St ro us e, Do re en

PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

77570-00

N W

, P

A, MI

LIN

, U

0 N

LIN

, P

A, 08/2025

LIN

E C-

SCALE: 1" = 10' 0 10' 20'

PROFILE2

VERT. SCALE: 5'

0 10'5'

MATCH LINE

SEE C-102

8.2

7.5

TC BC

7.9

7.2

TC BC

8.0

7.3

TC BC

7.7

7.1

TC BC

7.8

7.1

1+590+00

1+000+50 1+50SDSDSDSDSDSDSDSDSDSD

./S

INLET 2

INLET 1

. IN

B E

L 1

8" Ø

L P

. P

W W

B (T

C-

4 W

. W

XXXXXXX

X X X X X X X

7.7

8.5

5.9

6.6

0.2

8.3

W W

SD SD SD SD SD SD SD SD SD SD SD SD SD SD

X X X X X

X X

XXXXX

EX. GRADE

-0+05 0+00 1+00 1+60

136LF OF 18"Ø HDPE @ 0.50% 19LF OF 18"Ø HDPE @ 0.52%

INLET 2

: 5

.13

.95

INLET 1

: 5

.32

.27

2.7

2.8

EX. INLET

CONTRACTOR TO VERIFY

DEPTH PRIOR TO INSTALLATION

OF INLETS AND STORM PIPE

C-110

STORM PLAN

PROFILE

WALNUT ST.

MULBERRY ST.

DHS

JRS

NORTH

SCALE: 1" = 10' 0 10' 20'

PLAN1

DESIGNM:

J\7

-0 0\0

\05

-C

IL\

&P C

-1

-C -1

W G/

C-

0/3 /10

/20

A M/

St ro us e, Do re en

PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

77570-00

N W

, P

A, MI

LIN

, U

0 N

LIN

, P

A, 08/2025

SCALE: 1" = 10' 0 10' 20'

PROFILE2

VERT. SCALE: 5'

0 10'5'

POOL

STATION

-0+250+000+501+001+502+002+20

EX. GRADE

INLET 3

: 5

.14

.62

165LF OF 12"∅ HDPE 1.09%

INLET 4

: 5

.51

.98

38LF OF 12"Ø HDPE @ 0.50%

5.8

4.0

CONTRACTOR TO VERIFY

DEPTH PRIOR TO INSTALLATION

OF INLETS AND STORM PIPE

15+00 16+00

17+00

0+00

1+00 2+00

0+50 1+50

2+50

S SS

SS S

15+00 16+00

17+00

MH 65A

MH 65

562.29 561.62

562.95 562.28

561.84 561.17

561.57 560.90

561.43 560.76

561.15 560.48

560.99 560.32

560.68 560.01

560.46 559.79

560.48 559.81

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

REPLACE EX STORM

PIPE WITH 12"Ø HDPE

STORM PIPE

REPLACE EX INLET

WITH NEW

TYPE C INLET (TYP)

12"Ø HDPE PIPE 12"Ø HDPE PIPE

C-505

0+00

1+00 2+002+09

0+50

1+50SD SD SD SD SD SD SD SD SD SD SD

SDINLET 4

INLET 3

CONTRACTOR TO

VERIFY INVERT OF

EX MANHOLE

C-503

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

15+00 16+00

17+00

EX 6" CIP TO BE ABANDONED IN PLACE

EX 10" ACP TO BE ABANDONED IN PLACE

NEW 10" DIP EX 6" CIP TO BE ABANDONED IN PLACE

NEW 10" DIP

WV WV

EX 10" ACP TO BE ABANDONED IN PLACE

W W W

EX TREE TO BE

REMOVED (TYP)

EX TREE TO BE

REMOVED (TYP)

C-505

NEW SIDEWALK (TYP) 9

C-505

EX SANITARY SEWER AND MH

TO BE ABANDONED IN PLACE

NEW CURB (TYP)

C-505

WSO WSO WSO

WSO

WSO WSO WSO

XXX

X X X X

559.6

562.4

561.8 562.5

560.6 561.6

560.6

562.3 562.7

561.7

560.5

561.4 N.

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

SS SS

WSO

WSO WSO

WSO

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

W W

#225

#218

#212

#206

#200

#226

#215

#207

#205 #203

WALNUT STREET WALNUT STREET

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

MH 65

MH 65A SD

#220

C-111

STORM PLAN

PROFILE

WALNUT ST.

2ND ST.

DHS

JRS

NORTH

SCALE: 1" = 10' 0 10' 20'

PLAN1

DESIGNM:

J\7

-0 0\0

\05

-C

IL\

&P C

-1

-C -1

W G/

C-

1/3 /10

/20

A M/

St ro us e, Do re en

PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

77570-00

N W

, P

A, MI

LIN

, U

0 N

LIN

, P

A, 08/2025

SCALE: 1" = 10' 0 10' 20'

PROFILE2

DESIGNM:

J\7

-0 0\0

\05

-C

IL\

-5

G /C

-5 01/

3/9 /20

:29 A

M/S tro us e, Do re en

PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

77570-00

N W

, P

A, MI

LIN

, U

0 N

LIN

, P

A, 08/2025

C-501

WATER MAIN

DETAILS

DHS

JRS

O F

O R

O F

NOTES

1. PAINT ALL EXPOSED STEEL WITH ASPHALTIC PAINT.

AMERICAN DARLING

FIRE HYDRANT (PLACE W/

PUMPER NOZZLE FACING

STREET)

CURB

ADJUSTABLE

CNTR V BOX

6"Ø GATE V W/

V BOX TO GRADE

BARREL

CONC THRUST

BLOCK PER STD

DET (TYP)

KEEP BOTTOM FLANGE

& 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 SCALE2 FIRE HYDRANT ASSEMBLY

1'-6" (edit)

1'- 6" 3"

4'- 0"

FIN GRADE

4'- 0"

O.D. + 16"

6" M

MIN.

3'-0" MAX.

PAY LIMITSURFACE

RESTORATION

AS REQUIRED

(SEE DETAILS)

METALLIC MARKING TAPE 1'-0"

BELOW GRADE OR AS DIRECTED

BY OWNER

MIN.

FOR 4" TO 12" DIAMETER MAIN.

NOTES:

GROUND

UNDISTURBED

PAD W/ PVC PIPE

USE CONCRETE BEARINGSEE NOTE 3

BASE

BRICK TO UNDISTURBED

SIZE ASTM C62 CEMENT

STANDARD MODULAR

SUPPORT BOX WITH

GROUND

FINISHED GRADE

BOTTOM

TOP

DROP LID MARKED "WATER"

" M

TO 6" BELOW FINISHED GRADE

EXTEND VALVE OPERATOR

WATER MAIN

VARIES AS REQUIRED

LENGTH AS REQUIRED TO CONNECT

TO MAKE TRANSITION IN ALIGNMENT

AND DEPTH OF EXISTING LATERAL

EXISTING WATER SERVICE LATERAL

TO BE RECONNECTED AT NO EXTRA

COST FOR FITTINGS

ARCH BASED CURB BOX WITH BRASS

PENTAGON HEAD PLUG, BUFFALO TYPE

(LOCATED 15' FROM CENTERLINE OF

ROADWAY)

ARCH BASED CURB BOX WITH BRASS

PENTAGON HEAD PLUG, BUFFALO TYPE

CURB STOP

WATER MAIN

PROPOSED 3/4" HDPE

SERVICE PIPE

4'- 0"

FINISHED GRADE

CURB STOP

1. VALVE BOX SHALL BE INSTALLED SO THAT TRAFFIC LOADS

CANNOT BE TRANSMITTED TO THE VALVE.

2. BOX BASE WILL BE SIZED SO THAT IT WILL NOT COME IN

CONTACT WITH THE VALVE.

3. BEARING PAD SHALL EXTEND 2" BEYOND WIDEST DIMENSION

OF CEMENT BRICK.

NOT TO SCALE1 THREE PIECE VALVE BOX

NOTES

1. PLACE BEDDING AND BACKFILL IN CONTINUOUS LAYERS NOT

EXCEEDING 8 INCHES AND COMPACT TO 100% OF THE MAXIMUM DRY

DENSITY IN ACCORDANCE WITH ASTM D698. COMPACT ENTIRE DEPTH

OF THE TRENCH.

2. PROVIDE PIPE BEDDING OF PENNDOT 2B STONE, UNLESS DIRECTED

OTHERWISE BY ENGINEER.

3. EXCAVATED NATIVE MATERIAL MAY BE USED FOR BACKFILL WHEN APPROVED

BY ENGINEER, OTHERWISE BACKFILL WITH PENNDOT 2A STONE.

4. USE CONCRETE CRADLE OR CONCRETE ENCASEMENT WHERE SHOWN ON THE

DRAWINGS OR WHERE REQUIRED BY ENGINEER. PROVIDE CLASS C CONCRETE.

5. PROVIDE STEEL CASING FOR PIPE UNDER PENNDOT ROADWAYS AND WHEN

REQUIRED BY ENGINEER. SEE STEEL CASING INSTALLATION DETAIL.

NOT TO SCALE3 PIPE BEDDING AND BACKFILL

NOT TO SCALE4 WATER SERVICE LATERAL AND CURB STOP

EXISTING WATER SERVICE LATERAL

TO BE RECONNECTED AT NO EXTRA

COST FOR FITTINGS

LENGTH AS REQUIRED TO CONNECT

TO MAKE TRANSITION IN ALIGNMENT

AND DEPTH OF EXISTING LATERAL

DIRECT TAP

PROPOSED 3/4" HDPE

SERVICE PIPE

WATER

J\7

-0 0\0

\05

-C

IL\

-5

G /C

-5 02/

3/9 /20

:30 A

M/S tro us e, Do re en

PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

77570-00

N W

, P

A, MI

LIN

, U

0 N

LIN

, P

A, 08/2025

C-502

WATER MAIN

DETAILS

DHS

JRS

2'-4"10" 2'-0"8"

3'-3" 2'-6"

1'-6"8"

6" 1'-2"

2'-3"

1'-6"

BEARING SURFACE

TREATED WOOD

BLOCK

CAP OR PLUG

BEARING SURFACE

TREATED WOOD BLOCK

CAP OR PLUG

1/2 B

4'- 0"

SECTION X-X

6" 8"

12" 10"

SIZE

PIPE

CA B

CAP OR PLUG

6" 1'-2" 1'-6"

NOTES:

CONCRETE TO BE MINIMUM 3000 PSI @ 28 DAYS.

5'-4" 3'-7" 2'-5"4'-7"

10'-2" 6'-10"5'-7"24"

36" 8'-3'

16" 3'-9" 10'-7" 15'-9"

7'-2" 6'-1"

13'-5" 9'-0"

18'-2" 12"-3" 8"-3"

5'-0" 7'-6"

3'-5" 1'-9" 2'-7" 3'-9"9'-7"

6'-6" 4'-4"

6'-9"

3'-1" 4'-7"

1'-3"1'-3" 0'-8"

2'-11" 2'-5"

3'-4"

2'-5" 2'-11" 3'-4" 2'-0"

1'-8" 1'-4"

1'-9" 1'-9"1'-0"1'-4" 1'-10"

2'-8" 2'-3"

3'-4" 4'-4" 5'-8" 6'-11"

4'-2" 5'-0"

2'-6" 3'-4"

0'-11"2'-3" 1'-8"

3'-10" 2'-10"

5'-9" 4'-9"

1'-6" 2'-0"

6" 8"

3'-0"12" 10" 2'-6"

4" 1'-0" 1'-11"

3'-0" 3'-6"

1'-10" 1'-3"

2'-6" 1'-0" 1'-4" 1'-8" 2'-0"

0'-8"

BEARING SURFACE

1'-0"

MIN.

SECTION X-X

3" MIN.

C B

BEARING SURFACE

22 1/2° BENDS 11 1/4° BENDS45° BEND

SIZE

PIPE

A B A B

90° BEND

A BA BA B

TEE OR DEAD END

3'-6" 2'-6" 2'-6"4'-8"9'-4"16" 6'-3"

12'-2" 15'-9"10'-5"

8'-1" 36" 24" 6'-1"

7'-11"

2'-6" 2'-6" 3'-6"

3'-8"5'-7" 7'-3"

12'-3" 9'-5"7'-3"

9'-5' 4'-9" 6'-2"

2'-6"6'-1"4'-1" 3'-1" 7'-11" 10'-3"

5'-3" 6'-11" 5'-2'

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

7'-6" 9'-7" 6'-9"3'-9"13'-5" 5'-4" 3'-7"9'-0" 6'-6" 4'-7"2'-7" 2'-5"6'-1" 1'-9" 3'-1"4'-4"3'-5"

NO.

BAR

1'-3" 1'-3"3'-0"

3'-0"

2'-0" 2'-0"

A B

3'-0" 3'-0"

11 1/4° BEND

1'-3" 1'-3"

3'-0" 3'-0"3'-0"

3'-0" 4'-6" 4'-6"

3'-0"2'-0" 3'-0" 1'-3" 3'-0" 3'-0"

3'-0" 3'-0"

4'-0" 4'-0"

22 1/2° BEND

3'-0" 3'-0"

4'-6" 4'-6" 6'-0"

6'-0"

4'-0"3'-0" 3'-0"

1'-3"

1'-3" 1'-3"

1'-3"

45° BEND

3'-0" 3'-0"4"

6" 4'-0" 4'-0"

6'-0" 6'-0"

4'-0" 4'-0"10"

12" 5'-0" 5'-0" 8'-0"

8'-0" 4'-0"8" 6'-0" 3'-0"

1'-3" 1'-3" 1'-3" 1'-7" 1'-7"

O.D.

3"MIN.

1'- 0"

4'- 0"

1'-3"0'-8" 1'-9" 2'-5"

1'-0"

1'-8" 1'-4"

2'-11"

1'-3"

2'-11" 2'-5" 1'-9"

1'-8"

3'-4" 4'-2"

2'-6" 0'-8"

1'-8"

1'-0"

22 1/2° BENDS

1'-4"

VERTICAL THRUST DOWNWARD

11 1/4° BENDS

SECTION X-X

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

2'-8"

0'-11"

1'-10" 2'-3"

1'-4"

SUITABLE

BACKFILL

MATERIAL

3" MIN. BEARING SURFACE

3"MIN.

3" MIN. BEARING SURFACE

SECTION X-X

BEARING SURFACE BEARING SURFACE

6" 4'- 0"

REINFORCING

BAR

T (D

VERTICAL THRUST UPWARD

NO.

BARDCA B

NO.

BARDCA B

SIZE

PIPE

16"

36" 24"

45° BEND

4" 6"

10" 12"

A BSIZE

PIPE

A B A B

6" M

CLASS A

CONCRETE

6" M

6" MIN. 6" MIN.

6" MIN. (TYP.)

' M

WATER MAIN

' M

18" MIN. VERTICAL

10' MIN. HORIZ.

SANITARY SEWER

STORM DRAIN OR

NOTES:

1. WHEN IT IS IMPOSSIBLE TO OBTAIN THE PROPER HORIZONTAL AND VERTICAL

SEPARATION AS STIPULATED IN SECTIONS 8.7.2 AND 8.7.3 OF THE PA. PUBLIC WATER

SUPPLY MANUAL, BOTH THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF

DUCTILE IRON OR THERMOPLASTIC PIPE HAVING MECHANICAL JOINTS. THESE SHALL BE

PRESSURE-TESTED TO ASSURE WATERTIGHTNESS BEFORE BACKFILLING. WHERE WATER

MAINS MUST CROSS UNDER SEWERS, ADDITIONAL PROTECTION SHALL BE PROVIDED BY

CENTERING THE WATER MAIN AT THE POINT OF CROSSING SO THAT THE JOINTS SHALL BE

EQUIDISTANT AS FAR AS POSSIBLE FROM THE SEWER. THE WATER MAIN SHALL ALSO BE

CONCRETE ENCASED FOR A DISTANCE OF 10' EACH WAY FROM THE POINT OF CROSSING.

NOTES:

1. DATA ON THIS TABLE ASSUMES SOIL BEARING CAPACITY OF 2,000 LBS/SQ.FT. (SAND & GRAVEL WITH CLAY). IF FIELD CONDITIONS OTHER THAN ASSUMED ARE ENCOUNTERED, CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER.

2. BEARING SURFACE SHALL BE PLACED AGAINST UNDISTURBED SOIL. WHERE THIS IS NOT POSSIBLE, THE FILL BETWEEN THE BEARING SURFACE AND UNDISTURBED SOIL MUST BE COMPACTED TO AT LEAST 90% STANDARD PROCTOR

DENSITY.

3. DIMENSION "E" SHALL BE AS LARGE AS POSSIBLE WITHOUT LIMITING JOINT FLEXIBILITY OR REMOVAL OF FITTING.

4. USE CONCRETE AS SPECIFIED IN THE SECTION 03300 OF PROJECT MANUAL.

5. PIPE DIAMETERS LESS THAN 4" SHALL USE THE DIMENSIONS SHOWN FOR 4" PIPE DIAMETERS.

6. ALL VALUES IN TABLE BASED ON 150 PSIG MAXIMUM WORKING PRESSURE.

7. FOR 6" PIPES AND SMALLER, USE REINFORCING BARS OVER FITTING ONLY.

8. PAINT ALL EXPOSED REINFORCING BARS WITH TWO COATS OF ASPHALT PAINT AS SPECIFIED IN SECTION 03300 OF THE

PROJECT MANUAL.

NOT TO SCALE1

SEPARATION OF WATER MAIN,

SANITARY SEWER AND STORM SEWER

NOT TO SCALE2 CAP OR PLUG THRUST BLOCK NOT TO SCALE3 HORIZONTAL BEARING THRUST BLOCKING

NOTES:

1. DATA ON THIS TABLE ASSUMES SOIL BEARING CAPACITY OF 2,000 LBS/SQ.FT. (SAND &

GRAVEL WITH CLAY). IF FIELD CONDITIONS OTHER THAN ASSUMED ARE ENCOUNTERED,

CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER.

2. BEARING SURFACE SHALL BE PLACED AGAINST UNDISTURBED SOIL. WHERE THIS IS NOT

POSSIBLE, THE FILL BETWEEN THE BEARING SURFACE AND UNDISTURBED SOIL MUST BE

COMPACTED TO AT LEAST 90% STANDARD PROCTOR DENSITY.

3. DIMENSION "C" SHALL BE AS LARGE AS POSSIBLE WITHOUT LIMITING JOINT FLEXIBILITY

OR REMOVAL OF FITTING.

4. USE CONCRETE AS SPECIFIED IN THE SECTION 03300 OF PROJECT MANUAL.

5. PIPE DIAMETERS LESS THAN 4" SHALL USE THE DIMENSIONS SHOWN FOR 4" PIPE

DIAMETERS.

6. ALL VALUES IN TABLE BASED ON 150 PSIG MAXIMUM WORKING PRESSURE.

NOT TO SCALE4 VERTICAL BEARING THRUST BLOCKING

NOT TO SCALE5 CONCRETE ENCASEMENT

AutoCAD SHX Text

3" MIN.

AutoCAD SHX Text O.D.

AutoCAD SHX Text

%%UCONCRETE ENCASEMENT

%%USECTION

NEW 10" DI WATER

MAIN

10" COUPLING

EX. 10 WATER MAIN

10" CAP ON EX. 10"

WATER MAIN

EX. 10" WATER MAIN

BASE BID

8" CAP ON EX.

8" WATER MAIN

EX. 8" WATER MAIN

10" GATE VALVE (TYP)10"X10"X8" TEE

8" 11.25° BEND

NEW 10" WATER MAIN

8" COUPLING

NEW 10" WATER MAIN

ALTERNATE BID

8" GATE VALVE

EX. 8" WATER MAIN

8" GATE VALVE

10"X8" CROSS

8" WATER MAIN

10" DIP WATER MAIN

10" CAP FOR FUTURE

CONNECTION

8" COUPLING

ALTERNATE BID

10" GATE VALVE

10" DIP WATER MAIN

EX. 4" CIP WATER MAIN

10" GATE VALVE (TYP)

10"X4"

REDUCER

10" TEE

10" DIP WATER MAIN 10" DIP

WATER MAIN

4" COUPLING

4" GATE VALVE

ALTERNATE BID

BASE BID

8" CAP ON EX.

8" WATER MAIN

EX. 8" WATER MAIN

10"X10"X8" TEE

8" 11.25° BEND

NEW 10" WATER MAIN

8" COUPLING

8" GATE VALVE

10" CAP FOR FUTURE

CONNECTION

EX. 6" WATER MAIN

EX. 10" WATER MAIN

10"X10"X6" TEE

6" TEE

6" COUPLING

6" SPOOL (TYP)

6" X 10" REDUCER

10" 90° BEND

10" COUPLING

10" SPOOL (TYP)

DESIGNM:

J\7

-0 0\0

\05

-C

IL\

-5

G /C

-5 03/

3/1 0/2

6 4

:44 P

M/S tro us e, Do re en

PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

77570-00

N W

, P

A, MI

LIN

, U

0 N

LIN

, P

A, 08/2025

C-503

WATER MAIN

INTERCONNECTS

DHS

JRS

NOT TO SCALE

WATER MAIN INTERCONNECT NO. 11

NOT TO SCALE

WATER MAIN INTERCONNECT NO. 22

NOT TO SCALE

WATER MAIN INTERCONNECT NO. 44

NOT TO SCALE

WATER MAIN INTERCONNECT NO. 33

NORTH

NOT TO SCALE

WATER MAIN INTERCONNECT NO. 22

NORTH

J\7

-0 0\0

\05

-C

IL\

-5

S W

W G

/C -5

04/ 3/9

/20

:51

A M/S tro us e, Do re en

PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

77570-00

N W

, P

A, MI

LIN

, U

0 N

LIN

, P

A, 08/2025

C-504

SEWER MAIN

DETAILS

DHS

JRS

NOT TO SCALE2 MANHOLE FRAME AND COVER

NOT TO SCALE1 PRECAST CONCRETE MANHOLE

MIN

RECESSED CAST IRON

FRAME & CAP

CLEANOUT HUB W/

THREADED PLUG

CONCRETE RING

6" OR 4" PIPE

6" OR 4" 2 -WAY

CLEANOUT TEE

SIDEWALK OR

PAVEMENT

EXP JT MATERIAL

FIN GRADE

NOT TO SCALE4

TYP CLEANOUT

IN PAVEMENT DETAIL

NOTES

1. SOME SERVICES HAVE 6" Ø (edit) CAST IRON SERVICE TO CURB.

H W

ILL

4"Ø (edit) CLAY SERVICE LATERAL

4"Ø (edit) CLAY SEWER HOUSE

CONNECTION

6" Ø RECESSED CAST IRON

CLEANOUT CAP

EXP JT MAT (TYP)

SIDEWALK

CURB OR

CURB LINE ROW

NOT TO SCALE5

SERVICE LATERAL

CLEANOUT DETAIL

PRECAST MANHOLE

45° BEND

SECTION

45° WYE

PRESS SEAL

GASKET (TYP)

CONCRETE CRADLE.

TERMINATE AT SPRING

LINE OF PIPE

OUTLET PIPE

NOT TO SCALE3 DROP MANHOLE TYPE A

DOWELS AT 12" OC

W/3" EMBEDMENT

6" SELECT STONE BASE

SIZE OF SEWER (MIN) DROP (MAX) DROP REMARKS

8" 1'-9' 2'-8' 1. * - INDICATES DIMENSIONS FROM

FABRICATED FITTINGS10" 2'-0" 2'-10"

12" 2'-2" 3'-3"

*15" 3'-2" 6'-8"

FORM FLOW CHANNEL

W/NON-SHRINK GROUT

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

SELECT TYPE BASED ON EXISTING

FLEXIBLE ELASTOMERIC COUPLING

AND PROPOSED PIPE DIAMETERS

AND MATERIALS

CLAMP (TYP.)

STAINLESS STEEL

PROPOSED PIPEEXISTING PIPE

PLAIN END OF PIPE (TYP.)

INSTALLATION INSTRUCTIONS

ADAPTER-CMA

CONCRETE MANHOLE

ENTRANCE PIPE

SDR-35 PVC

NON-SHRINK GROUT

CONCRETE MANHOLE WALL

1. STRETCH "CMA" OVER CLEAN END OF ENTRANCE

PIPE, BEING CERTAIN ITS SEALING LIPS ARE TOWARD

THE OUTSIDE.

2. POSITION "CMA" ON APPROXIMATE CENTER OF

MANHOLE WALL.

3. CLOSE WALL OPENING AROUND "CMA" AND PIPE

WITH NON-SHRINK GROUT.

4. RECONSTRUCT MANHOLE FLOW LINES AS

NECESSARY WITH 3000 PSI CONCRETE.

NOT TO SCALE9 CONNECTION TO EXISTING PIPE

NOT TO SCALE8 CONNECTION TO EXISTNG MANHOLE

NOT TO SCALE7 LAMPHOLE FRAME AND COVER

6" OR 4" 2 -WAY

CLEANOUT TEE

REWES

S A N I T A RY

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

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

OR 60"

FOR PIPE DIAMETER 16" AND LESS USE A 48" DIAMETER MANHOLE. FOR PIPE DIAMETER

GREATER THAN 16" AND UP TO AND INCLUDING 24" USE A 60" DIAMETER MANHOLE. FOR PIPE

DIAMETER GREATER THAN 24" SEE SPECIAL MANHOLE CONSTRUCTION DETAILS.

Q' D

" M

BITUMASTIC

",3

48"

",3

30"

8" 46"

UNDISTURBED SOIL

6" CRUSHED STONE SUBBASE

PIPE JOINT

CAST INTEGRALLY IN WALL

5' FIRST

MANHOLE CONNECTION

RESILIENT PIPE TO

PRECAST MFG.

COMPOUND

2 STRIPS OF

JOINT SEALANT

12" O.C. INSTALLED BY

SEE MANHOLE FRAME AND

15" WIDE MH STEPS

DETAIL

COVER INSTALLATION

CONCRETE FLOW CHANNEL TO BE

GROUTED IN PLACE TO A HEIGHT OF 3/4

OF THE PIPE DIAMETER AND TO

CONFORM TO REQUIRED ALIGNMENT

EXTERIOR

COATING

30"

UNLESS OTHERWISE INDICATED, PRECAST CONCRETE GRADE RINGS ARE REQUIRED WHERE

TOP OF MANHOLE FRAME AND COVER DOES NOT CONFORM TO FINISHED GRADE. MAXIMUM

ADJUSTMENT HEIGHT IS 12". EACH RING MUST HAVE A MINIMUM 2" HEIGHT. MATCH TOP OF

CASING TO FINISHED GRADE USING NON-SHRINK WATERPROOF GROUT IMMEDIATELY

BENEATH CASTING TO ACHIEVE NECESSARY SLOPE.

PROVIDE PRECAST MANHOLE SECTIONS CONFORMING TO ASTM C-478 LATEST EDITION.

COAT ENTIRE OUTSIDE SURFACE OF MANHOLE

WITH TWO COATS OF BITUMASTIC.

(4) MALLEABLE IRON THREADED INSERTS FOR

3/4" DIA. BOLTS ON BOLT CIRCLE INSTALLED IN

PRECAST CONCRETE MANHOLE CONE

SECTION BY MANHOLE MANUFACTURER

TWO STRIPS OF JOINT SEALANT COMPOUND

ONE ON EACH SIDE OF BOLT CIRCLE (TYP.)

(4) 3/4" DIA. STUD BOLT LENGTH VARIES AS

REQUIRED W/3/4" HEX NUTS & WASHERS

PRECAST CONCRETE

GRADE RING (2" MIN.

RING HEIGHT.)

WATERPROOF MORTAR

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

%%UNOTES:

AutoCAD SHX Text 2.

AutoCAD SHX Text 3.

AutoCAD SHX Text 1.

AutoCAD SHX Text 8"

AutoCAD SHX Text

DRILL (4) 1"DIA. HOLES

AutoCAD SHX Text

%%USECTION

AutoCAD SHX Text

%%UPLAN

AutoCAD SHX Text

SEWER

AutoCAD SHX Text

ON BOLT CIRCLE

AutoCAD SHX Text 1.

AutoCAD SHX Text

%%UNOTE:

SEWER

J\7

-0 0\0

\05

-C

IL\

-5

W G

/C -5

05/ 2/2

6/2

6 1 2:1

1 P M/S tro us e, Do re en

PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

77570-00

N W

, P

A, MI

LIN

, U

0 N

LIN

, P

A, 08/2025

C-505

SITE

DETAILS

DHS

JRS

1/8" 2"

1/2"

1/4" MR

EXPANSION JOINT MAX

20' OC POLYURETHANE

JOINT FILLER 1/4" BELOW

TOP OF SIDEWALK

5" CONCRETE

COURSE BROOM

NON-SLIP SURFACE

COMPACTED

SUBGRADE

SELECT STONE

6 x 6- W2.1 x W2.1

WIRE MESH

CONTROL JOINT

5' OC, 1" DEEP

NOT TO SCALE9 CONCRETE SIDEWALK DETAIL

NOTES

1. MINIMUM CROSS SLOPE 1/4 "/FT OR AS INDICATED ON THE SITE PLAN.

2. CONCRETE SIDEWALK WIDTH = 4'-0" MIN.

DETAIL A

CONTRACTION JOINT

TYPICAL CROSS

SECTION

*FOR ACCESS DRIVES USE 8" REVEAL

CONTRACTION JOINT

SPACING 20'-0" MAX

TO 4'-0" MIN

CONTRACTION

JOINT. SEE

DET A THIS SHEET

2"D x 3/16" W

CLASS A

CEMENT CONC

1/4" RADIUS 3/4" RADIUS

NOT TO SCALE7 CONCRETE CURB DETAIL

6'-0" MIN

VARIES

4'-0" MIN 6'-0" MIN

VARIES

6" C

12:1 SLOPE, MAX

NOT TO SCALE10 SIDEWALK HANDICAP RAMP

NOTES

1. FINISHED SURFACE OF RAMPS SHALL BE COARSE BROOM FINISH OR

NON-SKID TYPE SURFACE.

6" CURB

VARIES1"

12:1 SLOPE, MAX

PROPOSED WALK SLOPE VARIES

6" 1'-

DETECTABLE WARNING

SURFACE

DETECTABLE WARNING SURFACE (RC-67)

FLUSH

SECTION

ELEVATION

1/4" RADIUS

5" 1-

1/2

ROADWAY

SLOPE

2- 1/2

1-1/2" TYP

#5 REBAR 1/4" RADIUS

SECTION A-A

2-#5 REBAR

TRANSITION

SLOPE 1"/FT

VARIABLE WIDTH 6'-6"6'-6"

FRONT ELEVATION

NOT TO SCALE6 DEPRESSED CURBS FOR DRIVES

2% SLOPE

5'-0" MAX. PAY LIMIT

4" COMPACTED AGGREGATE WEARING

COURSE TO MATCH EXISTING CONDITIONS

4" 2A BASE COURSE

NOT TO SCALE2

GRAVEL SURFACE/DRIVEWAY

RESTORATION

GEOTEXTILE FABRIC

FIN GRADE

COMPACTED SUBGRADE

6" NO. 2A MODIFIED BASE COURSE

SUPERPAVE ASPHALT MIXTURE DESIGN

HMA WEARING COURSE, PG 64-22,

<0.3 MILLION ESALS, 9.5 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 LOCAL ROADWAY PAVING RESTORATION

SUPERPAVE ASPHALT MIXTURE DESIGN

HMA WEARING COURSE, PG 64-22,

3 TO < 10 MILLION ESALS, 12.5 MM MIX

1 1/2" DEPTH, SRL-L

SUPERPAVE ASPHALT MIXTURE DESIGN

HMA BINDER COURSE, PG 64-22,

3 TO < 10 MILLION ESALS, 37.5MM MIX

5" DEPTH

COMPACTED SUBGRADE

6" NO.2A MODIFIED BASE COURSE

NOT TO SCALE3 HEAVY DUTY PAVING RESTORATION

FIN GRADE

TOPSOIL AND SEED/SOD (edit) AS REQUIRED

NOT TO SCALE1 YARD RESTORATION

MINIMUM 6" DEPTH

OF TOPSOIL

TRENCH BACKFILL

AS REQUIRED

WIDTH AS REQUIRED

EXISTING YARDEXISTING YARD

5'-0" MAX. PAY LIMIT

6" MINIMUM CLASS A CEMENT

CONCRETE (OR MATCH EXISTING

THICKNESS AND REINFORCEMENT)

EXISTING DRIVEWAY

4" 2A BASE COURSE

JOINT SEALER (TYP.)

1'-0" (TYP.)

EXISTING SUB-BASE

TRENCH WIDTH

EXISTING DRIVEWAYEXISTING DRIVEWAY

NOT TO SCALE5

CEMENT CONCRETE

DRIVEWAY RESTORATION

FULL DEPTH

INITIAL SAW CUT

FULL DEPTH

SECOND SAW CUT

(2) #8 DOWELS

(TYP.)

8" CONCRETE CURB

NOTES:

1. INLET BOXES, FRAMES, AND GRATES SHALL MEET PENNDOT PUB 72M, RC-45M AND RC-46M.

2. TOP OF INLET GRATE TO BE FLUSH WITH FINAL PAVEMENT. ENSURE PAVEMENT AREA DRAINS

TO NEW INLETS.

12"

NOT TO SCALE12 TYPE "C" INLET

GRADE ADJUSTMENT RING AS

REQUIRED

TYPE "C" CONCRETE TOP

STRUCTURAL STEEL GRATE - BICYCLE SAVE

2" DIA. WEEP HOLES TYP. ALL SIDES

PLACED 2" ABOVE TOP OF LARGEST

PIPE ENTERING INLET BOX

ROAD RESTORATION

SEE DETAIL

COMPACTED PENNDOT

2A STONE

STRUCTURAL STEEL GRATE - BICYCLE SAFE

RESTORATION AS REQUIRED TYPE "C" CONCRETE TOP

CONCRETE

FLOW CHANNEL

GRADE ADJUSTMENT

RING AS REQUIRED

PRECAST STANDARD

INLET BOX

4" COMPACTED PENNDOT 2A

LEVELING STONE

1.5

6" O

R 8"

6" O

BACKFILL AS DIRECTED

ON SITE PLAN

TO EXISINTING

DOWNSPOUT

4" PVC PIPE

EXTENSION

NO. 5 REBAR (TYP)

4" Ø CORE DRILL

IN BURBING

RAODWAY SLOPE

NTES:

1. THE CONTRACTOR SHALL PROVIDE CORE HOLES AND EXTEND DOWNSPOUTS BELOW

FINISHED GRADE AND THROUGH THE CURB AT LOCATIONS WHERE DOWNSPOUTS

OUTLET DIRECTLY TO THE SIDEWALKS

2. NO. 5 LONGITUDINAL REINFORCEMENT BARS SHALL BE A MINIMUM OF 12" IN LENGTH.

3. CORE HOLES SHALL HAVE A SMOOTH INTERIOR FINISH WITHOUT IRREGULARITIES.

4. ALL BACKFILL AND BEDDING SHALL FOLLOW THE CONCRETE CURB DETAIL.

NOT TO SCALE8 DOWNSPOUT EXTENSION DETAIL

PLAIN CEMENT CONCRETE CURB

PEDESTRIAN PUSH BUTTONS (WHERE

APPLICABLE)PLAIN CEMENT CONCRETE

CURB CHEEK WALL (SEE NOTE 2)

SIDEWALK AREA

SIDEWALK WIDTH 5'-0" MIN. (SEE

NOTE 1)

PLAIN CEMENT CONCRETE

DEPRESSED CURB

DEPRESSED PLAIN CEMENT CONCRETE CURB FLUSH WITH ROAD SURFACE

DETECTABLE WARNING

SURFACE (TYP.)

4'-0"x4'-0" MIN. TURNING SPACE BEHIND BACK OF CURB

NOTES:

1. SIDEWALK WIDTH MAY BE REDUCED TO 4'-0", WHEN PASSING AREAS 5'-0"x5'-0", ARE PROVIDED EVERY 200'.

2. CHEEK WALLS ARE PERMITTED WHEN ADJACENT TO NON-WALK AREAS OR ELEVATION DIFFERENCES CANNOT

BE ACCOMMODATED BY FLARES OR GRADING. GRADE GRASS AREA OR OTHER NON-WALK AREAS AT 3:1 OR

FLATTER. DO NOT INSTALL CHEEK WALLS THAT INTERSECT THE PEDESTRIAN PATH.

3. CURB RAMPS A TURNING SPACE WITH A MAXIMUM CROSS SLOPE AND LONGITUDINAL SLOPE OF 2.00% WHERE

PEDESTRIANS PERFORM TURNING MANEUVERS.

4. 5.00% MAX. RUNNING SLOPE FOR BLENDED TRANSITION.

5. FOR ADDITIONAL DETAILS REFER TO PENNDOT RC-67M.

6. DO NOT INSTALL GRATINGS, ACCESS COVERS AND OTHER APPURTENANCES ON THE BLENDED TRANSITION

SURFACE WITHIN THE PEDESTRIAN ACCESS ROUTE. EXISTING UTILITY COVERS IN THE PATH OF TRAVEL ARE ACCEPTABLE IF THE TOP SURFACE IS FLUSH (LESS THAN 1/4" IN ELEVATION DIFFERENCE), FIRM, STABLE AND SLIP RESISTANT. INLET GRATES MUST HAVE OPENINGS NO GREATER THAN 1/2" IN DIRECTION OF TRAVEL.

NOT TO SCALE11 BLENDED TRANSITION CURB RAMP

AutoCAD SHX Text

J\7

-0 0\0

\05

-C

IL\

1 E &S

G /C

E5 01/

3/9 /20

:47 A

M/S tro us e, Do re en

PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

77570-00

N W

, P

A, MI

LIN

, U

0 N

LIN

, P

A, 08/2025

CE501

EROSION AND

SEDIMENT

CONTROL

DETAILS

DHS

JRS

AutoCAD SHX Text 1 plus

AutoCAD SHX Text Nurse Crop Seed Mixture

AutoCAD SHX Text Grass and legume-grass mixtures suitable for erosion control and stabilization of various conservation structures are listed below. Carefully

AutoCAD SHX Text study Table 10-1 in The Penn State Agronomy Guide and Table 4 of this document before selecting a seed mixture. Use only seed high in

AutoCAD SHX Text germination that equals or exceeds minimum specifications in Table 10-1. Variable drainage refers to areas where well-drained soils and

AutoCAD SHX Text

2. For seed mixtures 11 and 12, only use spring oats or weeping lovegrass (included in mix) as nurse crop.

AutoCAD SHX Text

3. Contact the Pennsylvania Department of Transportation district roadside specialist for specific suggestions on treatment

AutoCAD SHX Text Conservation Structures

AutoCAD SHX Text Drainage Ditches

AutoCAD SHX Text Sod waterways, spillways, frequent water flow areas

AutoCAD SHX Text shallow, less than 3 feet deep

AutoCAD SHX Text pure crownvetch

AutoCAD SHX Text Utility Right-of-Way

AutoCAD SHX Text Variable drainage

AutoCAD SHX Text variable drainage

AutoCAD SHX Text (lime to soil test)

AutoCAD SHX Text and occasional water flow areas

AutoCAD SHX Text Pond banks, dikes, levees, dams, diversion channels, AutoCAD SHX Text Areas mown several times per year

AutoCAD SHX Text Effluent Disposal Areas

AutoCAD SHX Text Sanitary Landfill Areas

AutoCAD SHX Text Stripmined spoils, mine wastes, fly ash, slag, AutoCAD SHX Text settling-basin residues, and other severely disturbed areas

AutoCAD SHX Text Severely disturbed areas used for grazing/hay

AutoCAD SHX Text Referenced from The Penn State Agronomy Guide, 1995-1996.

AutoCAD SHX Text

1. Referenced from The Penn State Agronomy Guide, 1995-1996

AutoCAD SHX Text Well-drained areas for grazing/hay

AutoCAD SHX Text for hay or…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Mar 31, 2026.