2-162-108 Sheet Set 7-23-2026.pdf

PDF 11 MB Posted Jul 24, 2026

Attached to: S. R. 0910 & Community Center Drive Waterline Replacement Project Contract No. 2026-02
Solicitation number: Not on record
Issued by: Allegheny County, Pennsylvania

About this file

Written by GovTribe AI · Jul 28, 2026

This is a construction drawing sheet set for the S.R. 0910 & Community Center Drive Waterline Replacement Project prepared by KLH Engineers, Inc. for the Richland Township Municipal Authority in Allegheny County, Pennsylvania. The project consists of the construction of approximately 600 feet of 8-inch PVC waterline with appurtenances along State Route 0910 and Community Center Drive. The waterline installation includes multiple fittings and valves at specified stations, fire hydrant assemblies, gate valves with boxes and covers, transition restrained couplings, and necessary concrete thrust blocking. Upon completion, all disturbed areas will be restored to pre-existing conditions. The drawings were released for bid in July 2026, with sealed proposals due August 14, 2026, at 10:00 a.m. through the PennBid Program. The project involves coordination with the Richland Township's road widening project, with the new waterline to be installed approximately 4.5 feet behind the curb of the new roadway at a minimum depth of 4 feet from the final proposed grade. A minimum of 4 feet of cover must be maintained over the new water line. Bidders must notify the Pennsylvania One Call System at 1-800-242-1776 at least three working days prior to excavation, with the Pennsylvania One Call Design Serial Number for this project being 20262032109.

The drawing set includes comprehensive erosion and sediment control notes, standard construction details, utility coordination information for multiple service providers including Peoples Natural Gas Company, Duquesne Light Company, and Consolidated Communications, and detailed specifications for installation procedures, trench details, valve boxes, and restoration requirements. Bidders must submit a certified check or bid bond equal to ten percent of the total bid amount, and the successful bidder must provide a performance surety in the amount of one hundred percent of the contract amount. The contractor is responsible for E-Verify compliance under the Public Works Employment Verification Act and must establish erosion control best management practices before commencing earth disturbance activities. The Authority reserves the right to award or reject any and all portions of proposals submitted and to waive informalities in the bidding process.

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Drawing No.

Sheet No.

KLH

ENGINEERS, INC

NOTE: IN ACCORDANCE WITH THE PENNSYLVANIA UNDERGROUND UTILITY LINE PROTECTION LAW, ACT 287 OF 1974 AS AMENDED BY ACT 50 OF 2017, THE CONTRACTOR MUST NOTIFY ALL UTILITY COMPANIES PRIOR TO EXCAVATION FOR FIELD LOCATION AND SIZE CONFORMATION. AT LEAST THREE (3) DAYS NOTIFICATION PRIOR TO THE ACTUAL START OF EXCAVATION IS REQUIRED. UTILITIES CAN BE NOTIFIED THROUGH THE PENNSYLVANIA ONE CALL SYSTEM, INC. BY CALLING 1-800-242-1776. THE PENNSYLVANIA ONE CALL DESIGN

SERIAL NUMBER FOR THIS PROJECT IS 20262032109.

ALLEGHENY COUNTY, PENNSYLVANIA

CALL BEFORE YOU DIG!

PENNSYLVANIA LAW REQUIRES

3 WORKING DAYS NOTICE FOR

CONSTRUCTION PHASE AND 10 WORKING

DAYS IN DESIGN STAGE-STOP CALL

1-800-242-1776

PA1 20262032109

SCALE: 1" = 2000'

PROJECT LOCATION

No part of this document may be reproduced or transmitted in any form, by any means without written permission, except for brief excerpts in reviews or analysis.

TITLE SHEET

PLAN & PROFILE

DETAILS

EROSION & SEDIMENT CONTROL NOTES

G1 C1

DT1

DT2

DT3

ES1

of 7

Order No.

RICHLAND TOWNSHIP MUNICIPAL AUTHORITY

DESCRIPTIONDWG. NO.SHEET NO.

RELEASED FOR BID

JULY 2026

DRAWING LIST

LOCATION MAP

CONTRACT NO. 2026-02

S.R. 0910 & COMMUNITY CENTER DRIVE WATERLINE

162-108

5313 Campbells Run Road, Suite 100 Pittsburgh, PA 15205

Phone: 412.494.0510 Fax: 412.494.0426 info@klhengineers.com

COMPANY: ALLEGHENY COUNTY DEPT OF

PUBLIC WORKS

ADDRESS: 542 FORBES AVENUE

PITTSBURGH, PA 15219

CONTACT: JENNIFER MANCE

EMAIL: jennifer.mance@alleghenycounty.us

PHONE: 412-715-4951

COMPANY: PEOPLES NATURAL GAS

COMPANY LLC

ADDRESS: 375 N SHORE DR

PITTSBURGH, PA 15212

CONTACT: TODD COEN

EMAIL: todd.coen@peoples-gas.com

PHONE: 412-258-4415

COMPANY: ARMSTRONG

ADDRESS: 531 PERRY WAY

ZELIENOPLE, PA 16063

CONTACT: OFFICE PERSONNEL

PHONE: 724-452-5695 EXT. 0

COMPANY: DUQUESNE LIGHT COMPANY

ADDRESS: 2645 NEW BEAVER AVE PA-TD

PITTSBURGH, PA 15233

CONTACT: KYLIE PARISON

EMAIL: KPARISON@DUQLIGHT.COM

PHONE: 412-393-2927

COMPANY: MARKWEST LIBERTY

MIDSTREAM AND RESOURCES

ADDRESS: 2 SABO RD

HICKORY, PA 15340

CONTACT: RICH MOORE

EMAIL: rnmoore@marathonpetroleum.com

PHONE: 724-579-0786

COMPANY:CONSOLIDATED

COMMUNICATIONS

ADDRESS: 4008 GIBSONIA ROAD

GIBSONIA, PA 15044

CONTACT: GABE WHITE

EMAIL: gabe.white@fidium.com

PHONE: 724-443-9832

COMPANY: PENNSYLVANIA ELECTRIC CO

ADDRESS: 341 WHITE POND DRIVE

AKRON, OH 44320

CONTACT: MELLYSSA ADAMS

EMAIL: madams@firstenergycorp.com

PHONE: 330-252-4013

COMPANY: RICHLAND TOWNSHIP

MUNICIPAL AUTHORITY OF ALLEGHENY

COUNTY

ADDRESS: 2012 KRAMER RD

GIBSONIA, PA 15044

CONTACT: SCOTT TRZECIAK

EMAIL: scott@richlandwaterauthority.com

PHONE: 724-443-9100

COMPANY: RICHLAND TOWNSHIP

ALLEGHENY COUNTY

ADDRESS: 4019 DICKEY RD

GIBSONIA, PA 15044

CONTACT: MICHAEL KUHN

EMAIL: mkuhn@richland.pa.us

PHONE: 724-444-3955

UTILITIES LIST

EROSION & SEDIMENT CONTROL NOTES7 of 7 ES2

AutoCAD SHX Text

POCS SERIAL NUMBER

AutoCAD SHX Text S:\Active Clients\162 Municipal Authority Of The Township Of Richland\162-108 RT 910 & Community Center Dr Waterline\Dwg\G162-108-001.dwg 7/23/2026 3:49 PM Plotted By: Lily Delaney 7/23/2026 3:49 PM Plotted By: Lily Delaney7/23/2026 3:49 PM Plotted By: Lily Delaney Plotted By: Lily DelaneyLily Delaney

Gibsonia Road S.R. 0910

Community Center Drive T-764

Gibsonia Road S.R. 0910

0+00

1+00

2+00 3+00

4+00

5+00

5+93

0+00 1+00 2+00 3+00 4+00 5+00 5+93

F W

F O

O W

N O

N, TE

G A

O F

8" P

1- 8"

2- 8"

5° D

.I.

.J . B

1- 8"

X8 "X

8" D

.I.

.J . A

E 2-

8" G

E W

2- 8"

0°

D .I.

M .J

. B

D 2-

8" D

.I.

8" T

C O

5°

D .I.

M .J

. B

1- 8"

° D

.I.

.J . B

1- 8"

5° D

.I.

.J . B

8" PVC

WATERLINE

F W

8" G

E W

/ B O

PROPOSED GROUND

(BY OTHERS)

8" PVC

WATERLINE

MAINTAIN MINIMUM 4'-0"

COVER TO TOP OF PIPE

N A

N D

P R

PROFILE

HORIZONTAL SCALE: 1"=30'

VERTICAL SCALE: 1"=10'

HORIZONTAL SCALE: 1"=30'

30' 60'030' 10' 0 10' 20'

VERTICAL SCALE: 1"=10'

PLAN

SCALE: 1"=30'

Order No.

D es ig ne d B y:

C he ck ed B y:

A pp ro ve d

B y:

D at e:

Drawing No.

Sheet No.

K L H

E N

E E R

ITEMS IDENTIFIED WITH UPPER CASE TEXT ARE PROPOSED.

NOTE:

162-108

Ju ly

S .R

. 0

C O

M M

U N

C E

N T

E R

D R

W A

T E

N E

C O

N T

R A

C T

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E G

H E

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C O

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, P E

N N

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D ra w n

B y:

D at e Is su ed

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D at e R ev is io ns

R el ea se d fo r B id

C am pb el ls

R un

R oa d, S ui te

Pi tts bu rg h, P

Ph on e:

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D A

A D

A C

60'30' 30'0

SCALE 1"=30'

PROPOSED

RIGHT OF WAY

8" PVC

WATERLINE

WATER LINE GENERAL NOTES :

1. ALL FITTINGS SHALL HAVE RESTRAINED JOINTS INSTALLED AND SHALL HAVE CONCRETE BLOCKING AS REQUIRED IN ACCORDANCE WITH STANDARD DETAIL SD-02.

2. CONTRACTOR IS TO PROVIDE ALL NECESSARY HORIZONTAL & VERTICAL FITTINGS, COUPLINGS, ADAPTORS & APPURTENANCES FOR NEW WATER LINE.

3. WHERE PIPE DEFLECTION IS GREATER THAN 1° W/ MIN. RADIUS OF CURVATURE OF 200', CONTRACTOR SHALL FURNISH AND INSTALL REQUIRED BENDS.

4. STATIONING SHOWN ON THE CONSTRUCTION DRAWINGS ARE LEVEL MEASURES FOR LAYOUT PURPOSES ONLY AND DO NOT REPRESENT PROJECT QUANTITIES.

5. MAINTAIN A MINIMUM OF 4'-0" COVER OVER NEW WATER LINE.

6. UPON COMPLETION OF NEW WATER LINE INSTALLATION CLOSE ALL EXISTING VALVES, REMOVE EXISTING BOX AND COVER AND RESTORE ASPHALT SURFACE.

LIMIT OF WORK

STA. 0+00

CONTRACTOR SHALL COORDINATE WITH AUTHORITY FOR SHUT DOWN OF THE

EXISTING WATER LINE AND CONNECTION OF THE PROPOSED WATER LINE.

UPON SUCCESSFUL INSTALLATION,

TESTING AND DISINFECTION OF NEW 8" PVC WATERLINE

1-8" TRANSITION RESTRAINED COUPLING

2-8" 22.5° D.I.M.J. BENDS

FIELD LOCATE

AND RECONNECT

1" WATER

SERVICE

STA. 4+20

1-8" 22.5° D.I.M.J. BEND

PROVIDE CONCRETE THRUST

BLOCKING. SEE SD-02

STA. 4+85

1-8" 11.25° D.I.M.J. BEND

STA. 5+27

1-8" 22.5° D.I.M.J. BEND

STA. 5+79

1- 8" GATE VALVE

EXISTING 8" D.I. WATERLINE

TO BE ABANDONED IN PLACE

UPON COMPLETION OF NEW

WATERLINE INSTALLATION:

CLOSE EXISTING VALVE, REMOVE

BOX AND COVER, AND RESTORE

ASPHALT SURFACE.

UPON COMPLETION OF NEW

WATERLINE INSTALLATION:

CLOSE EXISTING VALVES, REMOVE

BOXES AND COVERS, AND RESTORE

SURFACE.

UPON COMPLETION OF NEW

WATERLINE INSTALLATION:

CLOSE EXISTING VALVE, REMOVE

BOX AND COVER, AND RESTORE

SURFACE.

FIELD LOCATE

AND RECONNECT

2" WATER

SERVICE

STA. 5+10

1-8"X6" D.I.M.J. ANCHOR TEE

1- 6" GATE VALVE W/ BOX AND COVER

FIRE HYDRANT ASSEMBLY

SEE SD-01

STA. 3+55

1-8"X8"X8" D.I.M.J. ANCHOR TEE

2-8" GATE VALVE W/

BOX AND COVER

2-8" 90° D.I.M.J. BEND

2-8" D.I. CAP

1-8" TRANSITION RESTRAINED

COUPLING

SEE PLAN A

THIS SHEET

SECTION A-A

PLAN B

8" PVC

TRANSITION

COUPLING

90° D.I.M.J.

BENDS

PLAN A

SEE PLAN B

THIS SHEET

TRANSITION

RESTRAINED COUPLING

90° D.I.M.J.

BENDS

8" VALVE

VALVE

ANCHOR TEE

CONTRACTORS SHALL CUT &

CAP EXISTING 8" WATERLINE

VALVES 8" PVC

LIMIT OF WORK

STA. 5+86

CONTRACTOR SHALL COORDINATE WITH AUTHORITY

FOR SHUT DOWN OF THE EXISTING WATER LINE AND

CONNECTION OF THE PROPOSED WATER LINE.

UPON SUCCESSFUL INSTALLATION,

TESTING AND DISINFECTION OF NEW 8" PVC WATERLINE

1-8" GATE VALVE W/ BOX & COVER

TO BE REMOVED

PROPOSED

ROADWAY

PROJECT SPECIFIC NOTE :

1. THIS WATERLINE RELOCATION PROJECT IS BEING

COMPLETED IN CONJUNCTION WITH THE RICHLAND

TOWNSHIP’S ROAD WIDENING PROJECT. THE

CONSTRUCTION OF THE NEW WATERLINE IS ANTICIPATED

TO BE COMPLETED PRIOR TO THE TOWNSHIP STARTING

THE ROAD WIDENING PROJECT. THE NEW WATERLINE IS

TO BE INSTALLED APPROXIMATELY 4.5 FEET BEHIND THE

CURB OF THE NEW ROADWAY AND AT A MINIMUM DEPTH

OF 4 FEET FROM THE FINAL PROPOSED GRADE.

AutoCAD SHX Text Conc Steps

AutoCAD SHX Text 60' R/W

AutoCAD SHX Text 50' R/W

AutoCAD SHX Text

15" CPP

AutoCAD SHX Text 15"

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text Gate

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text N/F Peoples Natural Gas Co. Tax Parcel 1665-G-140

AutoCAD SHX Text N/F William W. & Rosemary T. Scott Scott Subdivision No. 2 Lot 1 DBV 7910 Pg 1 Tax Parcel 1665-G-150

AutoCAD SHX Text N/F The Paul Martin Resnick Revocable Trust DBV 12876 Pg 292 Tax Parcel 1665-G-154

AutoCAD SHX Text N/F Richland Pharmacy Inc. DBV.4894 Pg.257 Tax Parcel 1665-G-236

AutoCAD SHX Text 60' R/W

AutoCAD SHX Text 50' R/W

AutoCAD SHX Text 60' R/W

AutoCAD SHX Text R/W

AutoCAD SHX Text 18" RCP Outfall

AutoCAD SHX Text Existing Inlet To Be Adjusted

AutoCAD SHX Text (Asphalt Surface)(Asphalt Surface)

AutoCAD SHX Text 15" TCP Outfall

AutoCAD SHX Text Traffic Signal Post

AutoCAD SHX Text Light Post

AutoCAD SHX Text R/W

Sanitary Easement

1 Sty #4130

AutoCAD SHX Text 1 Sty #5600

AutoCAD SHX Text 1 Sty #5564

AutoCAD SHX Text 16" Steel Casing

AutoCAD SHX Text 8" D.I.

AutoCAD SHX Text Valve In Manhole

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text 2"

AutoCAD SHX Text Chain Link Fence

AutoCAD SHX Text Endwall

AutoCAD SHX Text 8" D.I.

AutoCAD SHX Text Guiderail

AutoCAD SHX Text N/F CSWY LLC. DBV 14162 Pg 282 Tax Parcel 1665-G-187

AutoCAD SHX Text N/F William W. & Rosemary T. Scott Tax Parcel 1665-G-160

AutoCAD SHX Text N/F William W. & Rosemary T. Scott Scott Subdivision No. 2 Parcel A Tax Parcel 1665-G-266

AutoCAD SHX Text N/F Richland Youth Foundation DBV 3094 Pg 617 Tax Parcel 1665-L-72

AutoCAD SHX Text N/F Ford Family Protector Trust DBV 19220 Pg 23 Tax Parcel 1665-L-48

AutoCAD SHX Text

2" WS

AutoCAD SHX Text

1" WS

AutoCAD SHX Text 38'

AutoCAD SHX Text 8" D.I.

AutoCAD SHX Text Approx. Location 15" Storm Sewer Crossing

AutoCAD SHX Text Approx. Location Sanitary Sewer Crossing

AutoCAD SHX Text Approx. Location 2" Gasline Crossing

AutoCAD SHX Text Approx. Location Sanitary Sewer Crossing

AutoCAD SHX Text Approx. Location 2" Gasline Crossing

AutoCAD SHX Text Existing Ground

AutoCAD SHX Text Items Identified with Mixed Case Text are Existing.

AutoCAD SHX Text S:\Active Clients\162 Municipal Authority Of The Township Of Richland\162-108 RT 910 & Community Center Dr Waterline\Dwg\C162-108-001.dwg 7/23/2026 3:43 PM Plotted By: Lily Delaney 7/23/2026 3:43 PM Plotted By: Lily Delaney7/23/2026 3:43 PM Plotted By: Lily Delaney Plotted By: Lily DelaneyLily Delaney

AutoCAD SHX Text 8" 90°D.I.M.J. Bend

AutoCAD SHX Text 8" D.I.

AutoCAD SHX Text 8" Valves

AutoCAD SHX Text Anchor Tee

AutoCAD SHX Text 8" D.I.

AutoCAD SHX Text 8" Plug

AutoCAD SHX Text 8" D.I.

AutoCAD SHX Text 8" Valves

AutoCAD SHX Text Anchor Tee

AutoCAD SHX Text 90°D.I.M.J. Bend

AutoCAD SHX Text 8" D.I.

Existing Roadway

Standard Detail SD-01

FIRE HYDRANT ASSEMBLYMUNICIPAL AUTHORITY

RICHLAND TOWNSHIP

OF ALLEGHENY COUNTY

Not to scale July 2022

NOTES:

IN THE INSTALLATION OF ALL FIRE HYDRANTS IN SLOPING AREAS THE CONTRACTOR

SHALL EXCAVATE AROUND ALL SIDES OF THE HYDRANT FOR A DISTANCE OF AT LEAST

18" AND CONSTRUCT A SELF-SUSTAINING DRY STONE WALL IN THE EXCAVATED AREA TO

PREVENT EARTH FROM MOVING INTO THE AREA.

CONTRACTOR SHALL INSTALL 12 CUBIC FEET OF 3/4" BROKEN STONE OR GRAVEL

AROUND THE BASE OF HYDRANT AND COVER THE AGGREGATE WITH 40 MIL. POLYTHYLENE.

ALL HYDRANTS PLACED IN EXCAVATED AREAS SHALL BE PROTECTED AND BE MADE

COMPLETELY ACCESSIBLE.

4. HYDRANTS SHALL BE PRIME COATED AND RECEIVE TWO FINISH COATS OF PAINT.

PAINT SHALL BE EQUAL TO PPG-97-602 SAFETY YELLOW. CAPS AND BONNETS SHALL

BE PAINTED WHITE.

2- 2 1/2" HOSE OUTLET

FINISHED GRADE

VALVE BOX18"x 18"x 6" CONC.

BLOCKING MIN.

MIN. 2"- MAX. 6" ABOVE

FINISHED GRADE

MECHANICAL JOINT

MECHANICAL JOINT ANCHORING

COUPLING OR RESTRAINING JOINT

APPROVED BY THE AUTHORITY

6" GATE VALVE

(MECH. JOINT)

RESILIENT WEDGE

MECHANICAL JOINT

ANCHOR TEE

CONCRETE BLOCKING AT TEE

OPERATING NUT

(OPEN COUNTER- CLOCKWISE)

(NATIONAL STANDARD THREAD)

18"x 18"x 6"

CONCRETE PAD

'-6

B U

R Y

A T

R A

N T

5" HARRINGTON CONNECTION WITH CAP

(UP TO 125 PSI STATIC PRESSURE)

FURNISH HYDRANTS WHERE STATIC PRESSURE

EXCEEDS 125 PSI WITH NATIONAL STANDARD

THREADS

NOT LESS THAN

6/10 THIS DIM.

FIRM

GROUND

A C

E A

N O

A N

S H

O W

. F A

C E

A R

O T

T H

A N

W N

A B

FIRM

GROUND

NOT LESS

THAN 6/10

THIS DIM.

OUTSIDE FACE AREA NOT

LESS THAN SHOWN IN TABLE

EITHER

3" M

5" M

TEES AND PLUGS

BENDS

TEES, WYES, AND BENDS

NOTES:

1. ALL TEES, WYES, CROSSES, PLUGS AND BENDS OF 10° OR MORE SHALL BE

BLOCKED AGAINST FIRM EARTH WITH CONCRETE.

2. EARTH PRESSURE FIGURED AT 4000 PSF. IF EARTH ENCOUNTERED WILL NOT

WITHSTAND THIS PRESSURE, THE AREA OF THE BLOCK MUST BE INCREASED

PROPORTIONATELY.

3. ALL FITTINGS SHALL HAVE RESTRAINED JOINTS INSTALLED.IF THE PIPE BEING USED

HAS A BELL JOINT WITHIN TEN (10) FEET OF A FITTING, A FIELD LOK GASKET OR

BELL JOINT RESTRAINT SHALL BE USED.

AREA OF BLOCK IN SQUARE FEETPIPE

SIZE

(in)

AREA*

(sq in)

TOTAL

FORCE

(lbs)

TEES

PLUGS

DEGREE

BENDS

DEGREE

BENDS

22 1/2

DEGREE

BENDS

11 1/4

DEGREE

BENDS

4 19 4,275 1.1 1.5 1.0 1.0 1.0 6 38 8,550 2.2 3.0 1.6 1.0 1.0 8 65 14,625 3.7 5.2 2.8 1.4 1.0

10 97 21,825 5.5 7.7 4.2 2.1 1.1 12 137 30,825 7.7 10.9 5.9 3.0 1.5 14 184 41,400 10.4 14.6 7.9 4.0 2.1 16 238 53,550 13.4 18.9 10.3 5.2 2.7 18 299 67,275 16.8 23.8 12.9 6.6 3.4 20 367 82,575 20.7 29.2 15.8 8.1 4.1 24 523 117,675 29.4 41.6 22.5 11.5 5.9 30 805 96,600 24.2 34.2 18.5 9.4 4.8 36 1152 138,240 34.6 48.9 26.5 13.5 6.9

Not to scale July 2022 Standard Detail SD-02

CONCRETE THRUST BLOCKING

AND JOINT RESTRAINTMUNICIPAL AUTHORITY

RICHLAND TOWNSHIP

OF ALLEGHENY COUNTY

CALCULATIONS ARE BASED ON 225 PSI PRESSURE OR 150 PSI

WORKING PRESSURE PLUS 50% INCREASE FOR WATER

HAMMER FOR SIZES 4" TO 24" INCLUSIVE. FOR SIZES 30" & 36"

THE TABLE IS BASED ON 120 PSI PRESSURE OR 75 PSI WORKING

PRESSURE PLUS 50% WATER HAMMER.

*BASED ON PIPE O.D. AND ROUNDED TO THE NEXT HIGHEST EVEN INCH.

A C

E A

N O

A N

S H

O W

RODS BENT AROUND

PIPE & ANCHORED IN

CONCRETE

SIZE OF PIPE

AS SPECIFIED

SEE TABLE FOR VOLUME

OF CONCRETE AND SIZE

OF ANCHOR RODS

1/2D+2'1/2D+2'

M in

SEE SD-02

NOTE:

THE TABLE IS BASED ON 225 PSI TEST

PRESSURE. ALL BLOCKS HAVING LENGTH OF

3'-0" OR MORE TO BE REINFORCED WITH #4

@ 6" PLACED 3" FROM TOP OF BLOCK.

PIPE

SIZE

TOTAL

FORCE

(lbs)

DEGREE

BENDS

22 1/2

DEGREE

BENDS

11 1/4

DEGREE

BENDS

DEGREE

BENDS

22 1/2

DEGREE

BENDS

11 1/4

DEGREE

BENDS

4275 22.7 11.6 5.9 1-#4 1-#4 1-#4

1-#41-#42-#411.923.345.58550

1-#42-#42-#420.339.677.814625

2-#42-#42-#430.359.1116.121825

2-#42-#42-#542.883.5164.030825

2-#42-#42-#657.5112.1220.241400

2-#42-#52-#773.4145.0284.953550

2-#42-#52-#793.4182.2357.967275

2-#42-#62-#8114.7223.6439.282575

2-#52-#72-#9183.4318.7626.0117675

VOLUME IN CUBIC FEET SIZE AND NO. OF ANCHOR RODS

Not to scale January 2025 Standard Detail SD-04

UNDER OBSTRUCTIONS

CONCRETE ANCHORS AND

METHOD OF LAYING MAINS

RICHLAND TOWNSHIP

MUNICIPAL AUTHORITY

OF ALLEGHENY COUNTY

Not to scale Standard Detail SD-05

CONCRETE ANCHORS

FOR PIPELINES

24" MIN.12" 12"

TRENCH

4' -6

FOR PIPES 12" DIA. OR LESS

FOR PIPES 15" TO 20" DIA.

FOR PIPES 24" TO 30" DIA.

EXTEND ANCHOR TO 6" BELOW

GROUND SURFACE WHEN

NECESSARY TO PREVENT BACKFILL

FROM BEING WASHED OUT BY

SURFACE WATER

GROUND SURFACE

DUCTILE IRON PIPE MATERIAL

W/ FIELD LOK GASKETS

CONCRETE ANCHORS FOR PIPES ON STEEP GRADES

PROVIDE NO ANCHORS ON GRADES LESS THAN 20% UNLESS NOTED

PROVIDE ANCHORS 36' O/C ON GRADES BETWEEN 20% AND 34%

PROVIDE ANCHORS 18' O/C ON GRADES BETWEEN 34% AND 50%

PROVIDE ANCHORS 9' O/C ON GRADES BETWEEN 50% AND 70%

FOR CONDITIONS OTHER THAN SHOWN HEREON ANCHORS SHALL BE

PROVIDED AS REQUIRED BY THE CONTRACT PLANS OR ORDERED IN

THE FIELD BY THE AUTHORITY'S REPRESENTATIVE.

12"

18"

24"

DRAIN PIPE

REINFORCEMENT #4@12"

July 2022

MUNICIPAL AUTHORITY

RICHLAND TOWNSHIP

OF ALLEGHENY COUNTY

NOTES:

1. WHEN THE HORIZONTAL SEPARATION OF THE WATER MAIN AND SEWER LINE IS LESS THAN 10', THE VERTICAL SEPARATION BETWEEN THE TOP (CROWN) OF THE SEWER LINE AND THE BOTTOM

(INVERT) OF THE WATER MAIN SHALL BE AT LEAST 18". SEWER LINE SHALL BE ENCASED IN

CONCRETE FOR 10' ON EITHER SIDE OF THE WATER MAIN WHERE SEWER / WATER LINE CROSSINGS

OCCUR AND WHERE CONDITIONS PREVENT AN 18" VERTICAL SEPARATION.

2. THERE SHALL BE AT LEAST A 10' HORIZONTAL SEPARATION BETWEEN WATER MAINS AND

SANITARY SEWER FORCE MAINS. FORCE MAINS CROSSING WATER MAINS SHALL BE LAID TO

PROVIDE A MINIMUM VERTICAL DISTANCE OF 18" BETWEEN THE OUTSIDE OF THE FORCE MAIN

AND THE OUTSIDE OF THE WATER MAIN.

Not to scale Standard Detail SD-06

WATER AND SEWER PIPES

DESIRED DISTANCES

BETWEEN

STORM OR

SANITARY SEWER

VERTICAL SEPARATION

18" MINIMUM

WATER MAIN

WHEN HORIZONTAL

SEPARATION IS

LESS THAN 10'

July 2022

MUNICIPAL AUTHORITY

RICHLAND TOWNSHIP

OF ALLEGHENY COUNTY

FINISHED GRADE

. C O

END OF LINE TO BE PROPERLY

BLOCKED WITH CONCRETE

MEGALUG OR OTHER APPROVED

RESTRAINING JOINT

DRILL AND TAP PLUG FOR

2" PIPE THREAD

2" BALL CURB VALVE WITH

KEY. MUELLER (B20283) ON

FORD (B11)

1/8" DIA. DRAIN HOLE

2"- 90° RED

BRASS ELBOW

RED BRASS

VALVE

BOX

(2 PIECE)

2" RED BRASS

COUPLING

6" MAXIMUM DEPTH

BELOW FINISHED GRADE

2" PLASTIC PLUG

2" RED

BRASS

NIPPLE

NOTE:

1. ALL PIPE AND FITTINGS TO BE RED BRASS.

2. PLACE 2 CUBIC FEET OF STONE UNDER DRAIN HOLE.

3. ALL FITTINGS TO BE WRAPPED IN PLASTIC PRIOR TO

CONCRETE BLOCKING.

Not to scale Standard Detail SD-07

END BLOW OFF

"HAND TIGHTEN" ONLY

2" RED

BRASS

NIPPLE

2 C.F. OF STONE

OR GRAVEL

July 2022

MUNICIPAL AUTHORITY

RICHLAND TOWNSHIP

OF ALLEGHENY COUNTY

NOTES:

ALL PIPE AND FITTINGS TO BE RED BRASS.

PLACE 2 CUBIC FEET OF STONE UNDER DRAIN HOLE.

Not to scale Standard Detail SD-08

TYPICAL SIDE

BLOW-OFF

. C O

1/8" DIA. DRAIN HOLE

FINISHED GRADE

2" RED

BRASS

NIPPLE

2" RED BRASS

COUPLING

VALVE

BOX

(2 PIECE)

2"- 90° RED

BRASS ELBOW

2 C.F. OF STONE

OR GRAVEL

2" BALL CURB VALVE

WITH 2" OPENING NUT

MUELLER (B20283) ON

FORD (B11)

2" PLASTIC PLUG

"HAND TIGHTEN"

ONLY

6" MAXIMUM DEPTH

BELOW FINISHED

GRADE

2" RED

BRASS

NIPPLE

M.J. TEE WITH 2" BRANCH

TAPPED FOR I.P.S. OR 2"

SERVICE SADDLE BRONZE

(DOUBLE STRAPPED)

TEE TO BE PROPERLY

BLOCKED WITH CONCRETE,

MEGALUG OR OTHER

APPROVED RESTRAINING

JOINT

July 2022

MUNICIPAL AUTHORITY

RICHLAND TOWNSHIP

OF ALLEGHENY COUNTY

Copyright © 2022 KLH Engineers, Inc., All Rights Reserved WorldwideCopyright © 2022 KLH Engineers, Inc., All Rights Reserved WorldwideCopyright © 2022 KLH Engineers, Inc., All Rights Reserved Worldwide

Copyright © 2022 KLH Engineers, Inc., All Rights Reserved Worldwide Copyright © 2022 KLH Engineers, Inc., All Rights Reserved Worldwide Copyright © 2022 KLH Engineers, Inc., All Rights Reserved Worldwide Copyright © 2022 KLH Engineers, Inc., All Rights Reserved Worldwide

DT1

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S:\Active Clients\162 Municipal Authority Of The Township Of Richland\162-108 RT 910 & Community Center Dr Waterline\Dwg\DT162-108-001.dwg 7/23/2026 3:43 PM Plotted By: Lily Delaney 7/23/2026 3:43 PM Plotted By: Lily Delaney7/23/2026 3:43 PM Plotted By: Lily Delaney Plotted By: Lily DelaneyLily Delaney

Not to scale Standard Detail SD-09

INSTALLED BY BORING

STEEL CASING AND D.I. OR

PVC CARRIER PIPES

WALL THICKNESS OF CASING PIPE

DIAMETER (IN.)

UP TO 16"

18" TO 24"

26" TO 34"

THICKNESS (IN.)

1/4" 3/8" 1/2"

RUBBER BOOT

STAINLESS STEEL BAND

SECTION B

SECTIONAL PLAN A

36" TO 42" 5/8"

PIPELINE CASING SPACERS SHALL

BE CASCADE WATERWORKS MFG.

CO. OR APPROVED EQUAL.

NOTE:

CASING TO BE BORED TO CLEAR

PAVING BY 3' MIN.

STEEL CASING PIPE ASTM A 53

35,000 PSI (MIN) FOR RR CROSSINGS

30,000 PSI (MIN) FOR HWY CROSSINGS

CASING SPACERS - MUST PROVIDE ELECTRICAL

TRANSMISSION INSULATION BETWEEN CASING PIPE AND

CARRIER PIPE

STAINLESS STEEL STUD

WASHERS & HEX NUTS

D.I.P. CARRIER PIPE

WITH FIELD LOK GASKETS.

MANUFACTURER RECOMMENDS

10' MAX. SPACING W / END SPACERS

2' FROM END OF CASING OR AS

DIRECTED BY SPACER MANUFACTURER

TO SUPPORT CARRIER PIPE MATERIAL

July 2022

MUNICIPAL AUTHORITY

RICHLAND TOWNSHIP

OF ALLEGHENY COUNTY

Standard Detail SD-13

INLET FILTER BAGMUNICIPAL AUTHORITY

RICHLAND TOWNSHIP

OF ALLEGHENY COUNTY

Not to scale July 2022

STANDARD CONSTRUCTION DETAIL

FILTER BAG INLET PROTECTION - TYPE M INLET

1. SERVICE LINE CONNECTION FROM WATERLINE

TO CURB BOX SHALL BE INSTALLED BY

THE AUTHORITY.

2. WATER SERVICE LINE EXTENSION FROM CURB

BOX TO METER SHALL BE INSTALLED BY

SKILLED WORKMEN AT COST OF CUSTOMER

IN ACCORDANCE WITH RULES AND REGULATIONS

AND STANDARD SPECIFICATIONS OF THE AUTHORITY.

NOTES:

SERVICE LINE CONNECTION

GENERAL ARRANGEMENT

Standard Detail SD-19

WATER SERVICE LINE

EXTENSION

Not to scale

CURB BOX

WATERLINE

NOT TO SCALE

CORPORATION

STOP

EDGE OF PAVED

ROADWAY

RIGHT-OF-WAY LINE

DRIVEWAY

BUILDING

3/4" OR 1" SERVICE LINE

TYPE K SOFT COPPER,

PEXa OR PET.

July 2022

MUNICIPAL AUTHORITY

RICHLAND TOWNSHIP

OF ALLEGHENY COUNTY

Not to scale Standard Detail SD-22

TYPICAL END OF WATERLINE

DETAIL

NOTE: MAXIMUM AMOUNT OF SURFACE AREA

OF ANCHOR BLOCK FACE TO REST AGAINST

UNDISTURBED SOIL AS POSSIBLE.

WRAP WATERMAIN IN PLASTIC WHERE IN

CONTACT WITH CONCRETE ANCHOR BLOCK.

THREADED RODS REQUIRED

6" - USE 2 THREADED RODS

8" - USE 3 THREADED RODS

10" - USE 3 THREADED RODS

12" - USE 4 THREADED RODS

THREADED RODS TO BE EQUALLY

SPACED IN CONCRETE DEADMAN.

2" MIN. CLEARANCE TO CONC. FACE.

PIPE

O.D. "X" "H"

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

10" 1'-8"8" 10" 1'-8"8"

PIPE

O.D."X" "X"

2"'

O .D

2'-6"' 2'-0"'

MIN.

M.J. PLUG

FOSTER

ADAPTER

M.J. GATE VALVE

M.J. TEE WITH

REACTION BACKING.

SEE STANDARD SD-02.

PLAN VIEW 3/4" THREADED ROD

WITH 8" BENT LEG

EMBED 6" INTO CONCRETE

6x6 /W2.9xW2.9

WOVEN WIRE FABRIC

EMBED 3" EACH FACE

6x6 /W2.9xW2.9 W.W.F.

CONCRETE

ANCHOR BLOCK

CONCRETE BLOCKING.

SEE DETAIL SD-02.

WATERMAIN

July 2022

MUNICIPAL AUTHORITY

RICHLAND TOWNSHIP

OF ALLEGHENY COUNTY

DUCTILE IRON PIPE AND REINFORCED CONCRETE

CULVERT PIPE ON ROCK TRENCH BOTTOM. TRENCH

CONCRETE SAND

SELECTED EXCAVATED MATERIAL

MECHANICALLY COMPACTED

MAXIMUM SIZE ROCKS- 3"

PVC PIPE AT ALL LOCATIONS. TRENCH SIDEWALLS

BELL HOLES SHALL BE EXCAVATED TO

ASSURE CONTINUOUS PIPE BARREL SUPPORT

FOR FULL LENGTH OF PIPE SECTIONS. UNLESS

DIRECTED OTHERWISE BY THE CONTRACT

SPECIFICATIONS. TRENCH SIDEWALLS SHALL

DUCTILE IRON AND REINFORCED CONCRETE

CULVERT PIPE ON NON-ROCK TRENCH BOTTOMS

PIPE DIA.

DETAIL 25 A

DETAIL 25 B

DETAIL 25 C

PIPE DIA. PLUS 1' MIN.

PIPE DIA. PLUS 2' MAX.

MECHANICALLY COMPACTED BACKFILL MATERIAL

IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS

MECHANICALLY COMPACTED BACKFILL MATERIAL

IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS

SHALL BE PLUMB WITHIN PIPE ZONE

SIDEWALLS SHALL BE PLUMB WITHIN PIPE ZONE.

Not to scale January 2025 Standard Detail SD-25

TRENCH PIPE ZONE DETAIL

BE PLUMB WITHIN PIPE ZONE.

PIPE DIA. PLUS 1' MIN.

PIPE DIA. PLUS 2' MAX.

PIPE DIA. PLUS 1' MIN.

PIPE DIA. PLUS 2' MAX.

MUNICIPAL AUTHORITY

RICHLAND TOWNSHIP

OF ALLEGHENY COUNTY

Standard Detail SD-17A

RESTORATION OFMUNICIPAL AUTHORITY

RICHLAND TOWNSHIP

OF ALLEGHENY COUNTY

Standard Detail SD-17B

MUNICIPAL AUTHORITY

RICHLAND TOWNSHIP

OF ALLEGHENY COUNTY

BITUMINOUS SURFACES

AGGREGATE BASE STREETS

RESTORATION ROAD WITH

STREETS

DT2

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AutoCAD SHX Text

INLET GRATE

AutoCAD SHX Text

1 IN. REBAR FOR BAG REMOVAL FROM INLET

AutoCAD SHX Text

EXPANSION RESTRAINT (1/4 IN. NYLON ROPE)

AutoCAD SHX Text

2 IN X 2 IN. X 3/4 IN. RUBBER BLOCK

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

STORM

AutoCAD SHX Text

INLET

AutoCAD SHX Text

2:1 MAX (TYP.)

AutoCAD SHX Text

INSTALLATION DETAIL

AutoCAD SHX Text

PLAN VIEW

AutoCAD SHX Text

SECTION VIEW

AutoCAD SHX Text

ISOMETRIC VIEW

AutoCAD SHX Text NOTES: 1. MAXIMUM DRAINAGE AREA = 1/2 ACRE. MAXIMUM DRAINAGE AREA = 1/2 ACRE. 2. INLET PROTECTION SHALL NOT BE REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN OR INLET PROTECTION SHALL NOT BE REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN OR PROTECTION SHALL NOT BE REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN OR PROTECTION SHALL NOT BE REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN OR SHALL NOT BE REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN OR SHALL NOT BE REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN OR NOT BE REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN OR NOT BE REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN OR BE REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN OR BE REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN OR REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN OR REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN OR FOR INLET TRIBUTARY TO SEDIMENT BASIN OR FOR INLET TRIBUTARY TO SEDIMENT BASIN OR INLET TRIBUTARY TO SEDIMENT BASIN OR INLET TRIBUTARY TO SEDIMENT BASIN OR TRIBUTARY TO SEDIMENT BASIN OR TRIBUTARY TO SEDIMENT BASIN OR TO SEDIMENT BASIN OR TO SEDIMENT BASIN OR SEDIMENT BASIN OR SEDIMENT BASIN OR BASIN OR BASIN OR OR OR TRAP. BERMS SHALL BE REQUIRED FOR ALL INSTALLATIONS. 3. ROLLED EARTHEN BERM IN ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS STONED. ROLLED EARTHEN BERM IN ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS STONED. EARTHEN BERM IN ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS STONED. EARTHEN BERM IN ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS STONED. BERM IN ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS STONED. BERM IN ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS STONED. IN ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS STONED. IN ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS STONED. ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS STONED. ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS STONED. SHALL BE MAINTAINED UNTIL ROADWAY IS STONED. SHALL BE MAINTAINED UNTIL ROADWAY IS STONED. BE MAINTAINED UNTIL ROADWAY IS STONED. BE MAINTAINED UNTIL ROADWAY IS STONED. MAINTAINED UNTIL ROADWAY IS STONED. MAINTAINED UNTIL ROADWAY IS STONED. UNTIL ROADWAY IS STONED. UNTIL ROADWAY IS STONED. ROADWAY IS STONED. ROADWAY IS STONED. IS STONED. IS STONED. STONED. STONED. ROAD SUBBASE BERM ON ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS PAVED. SUBBASE BERM ON ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS PAVED. SUBBASE BERM ON ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS PAVED. BERM ON ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS PAVED. BERM ON ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS PAVED. ON ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS PAVED. ON ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS PAVED. ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS PAVED. ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS PAVED. SHALL BE MAINTAINED UNTIL ROADWAY IS PAVED. SHALL BE MAINTAINED UNTIL ROADWAY IS PAVED. BE MAINTAINED UNTIL ROADWAY IS PAVED. BE MAINTAINED UNTIL ROADWAY IS PAVED. MAINTAINED UNTIL ROADWAY IS PAVED. MAINTAINED UNTIL ROADWAY IS PAVED. UNTIL ROADWAY IS PAVED. UNTIL ROADWAY IS PAVED. ROADWAY IS PAVED. ROADWAY IS PAVED. IS PAVED. IS PAVED. PAVED. PAVED. EARTHEN BERM IN CHANNEL SHALL BE MAINTAINED UNTIL PERMANENT STABILIZATION IS BERM IN CHANNEL SHALL BE MAINTAINED UNTIL PERMANENT STABILIZATION IS BERM IN CHANNEL SHALL BE MAINTAINED UNTIL PERMANENT STABILIZATION IS IN CHANNEL SHALL BE MAINTAINED UNTIL PERMANENT STABILIZATION IS IN CHANNEL SHALL BE MAINTAINED UNTIL PERMANENT STABILIZATION IS CHANNEL SHALL BE MAINTAINED UNTIL PERMANENT STABILIZATION IS CHANNEL SHALL BE MAINTAINED UNTIL PERMANENT STABILIZATION IS SHALL BE MAINTAINED UNTIL PERMANENT STABILIZATION IS SHALL BE MAINTAINED UNTIL PERMANENT STABILIZATION IS BE MAINTAINED UNTIL PERMANENT STABILIZATION IS BE MAINTAINED UNTIL PERMANENT STABILIZATION IS MAINTAINED UNTIL PERMANENT STABILIZATION IS MAINTAINED UNTIL PERMANENT STABILIZATION IS UNTIL PERMANENT STABILIZATION IS UNTIL PERMANENT STABILIZATION IS PERMANENT STABILIZATION IS PERMANENT STABILIZATION IS STABILIZATION IS STABILIZATION IS IS IS COMPLETED OR REMAIN PERMANENTLY. 4. AT A MINIMUM, THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., AT A MINIMUM, THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., A MINIMUM, THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., A MINIMUM, THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., MINIMUM, THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., MINIMUM, THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., GRAB TENSILE STRENGTH OF 120 LBS., GRAB TENSILE STRENGTH OF 120 LBS., TENSILE STRENGTH OF 120 LBS., TENSILE STRENGTH OF 120 LBS., STRENGTH OF 120 LBS., STRENGTH OF 120 LBS., OF 120 LBS., OF 120 LBS., 120 LBS., 120 LBS., LBS., LBS., A MINIMUM BURST STRENGTH OF 200 PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH MINIMUM BURST STRENGTH OF 200 PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH MINIMUM BURST STRENGTH OF 200 PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH BURST STRENGTH OF 200 PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH BURST STRENGTH OF 200 PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH STRENGTH OF 200 PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH STRENGTH OF 200 PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH OF 200 PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH OF 200 PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH 200 PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH 200 PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH A MINIMUM TRAPEZOIDAL TEAR STRENGTH A MINIMUM TRAPEZOIDAL TEAR STRENGTH MINIMUM TRAPEZOIDAL TEAR STRENGTH MINIMUM TRAPEZOIDAL TEAR STRENGTH TRAPEZOIDAL TEAR STRENGTH TRAPEZOIDAL TEAR STRENGTH TEAR STRENGTH TEAR STRENGTH STRENGTH STRENGTH OF 50 LBS. FILTER BAGS SHALL BE CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A 50 LBS. FILTER BAGS SHALL BE CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A 50 LBS. FILTER BAGS SHALL BE CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A LBS. FILTER BAGS SHALL BE CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A LBS. FILTER BAGS SHALL BE CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A FILTER BAGS SHALL BE CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A FILTER BAGS SHALL BE CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A BAGS SHALL BE CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A BAGS SHALL BE CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A SHALL BE CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A SHALL BE CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A BE CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A BE CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A OF TRAPPING ALL PARTICLES NOT PASSING A OF TRAPPING ALL PARTICLES NOT PASSING A TRAPPING ALL PARTICLES NOT PASSING A TRAPPING ALL PARTICLES NOT PASSING A ALL PARTICLES NOT PASSING A ALL PARTICLES NOT PASSING A PARTICLES NOT PASSING A PARTICLES NOT PASSING A NOT PASSING A NOT PASSING A PASSING A PASSING A A A NO. 40 SIEVE. 5. INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF ON A WEEKLY BASIS AND AFTER EACH RUNOFF ON A WEEKLY BASIS AND AFTER EACH RUNOFF A WEEKLY BASIS AND AFTER EACH RUNOFF A WEEKLY BASIS AND AFTER EACH RUNOFF WEEKLY BASIS AND AFTER EACH RUNOFF WEEKLY BASIS AND AFTER EACH RUNOFF BASIS AND AFTER EACH RUNOFF BASIS AND AFTER EACH RUNOFF AND AFTER EACH RUNOFF AND AFTER EACH RUNOFF AFTER EACH RUNOFF AFTER EACH RUNOFF EACH RUNOFF EACH RUNOFF RUNOFF RUNOFF EVENT. BAGS SHALL BE EMPTIED AND RINSED OR REPLACED WHEN HALF FULL OR WHEN BAGS SHALL BE EMPTIED AND RINSED OR REPLACED WHEN HALF FULL OR WHEN BAGS SHALL BE EMPTIED AND RINSED OR REPLACED WHEN HALF FULL OR WHEN SHALL BE EMPTIED AND RINSED OR REPLACED WHEN HALF FULL OR WHEN SHALL BE EMPTIED AND RINSED OR REPLACED WHEN HALF FULL OR WHEN BE EMPTIED AND RINSED OR REPLACED WHEN HALF FULL OR WHEN BE EMPTIED AND RINSED OR REPLACED WHEN HALF FULL OR WHEN EMPTIED AND RINSED OR REPLACED WHEN HALF FULL OR WHEN EMPTIED AND RINSED OR REPLACED WHEN HALF FULL OR WHEN AND RINSED OR REPLACED WHEN HALF FULL OR WHEN AND RINSED OR REPLACED WHEN HALF FULL OR WHEN RINSED OR REPLACED WHEN HALF FULL OR WHEN RINSED OR REPLACED WHEN HALF FULL OR WHEN OR REPLACED WHEN HALF FULL OR WHEN OR REPLACED WHEN HALF FULL OR WHEN REPLACED WHEN HALF FULL OR WHEN REPLACED WHEN HALF FULL OR WHEN WHEN HALF FULL OR WHEN WHEN HALF FULL OR WHEN HALF FULL OR WHEN HALF FULL OR WHEN FULL OR WHEN FULL OR WHEN OR WHEN OR WHEN WHEN WHEN FLOW CAPACITY HAS BEEN REDUCED SO AS TO CAUSE FLOODING OR BYPASSING OF THE CAPACITY HAS BEEN REDUCED SO AS TO CAUSE FLOODING OR BYPASSING OF THE CAPACITY HAS BEEN REDUCED SO AS TO CAUSE FLOODING OR BYPASSING OF THE HAS BEEN REDUCED SO AS TO CAUSE FLOODING OR BYPASSING OF THE HAS BEEN REDUCED SO AS TO CAUSE FLOODING OR BYPASSING OF THE BEEN REDUCED SO AS TO CAUSE FLOODING OR BYPASSING OF THE BEEN REDUCED SO AS TO CAUSE FLOODING OR BYPASSING OF THE REDUCED SO AS TO CAUSE FLOODING OR BYPASSING OF THE REDUCED SO AS TO CAUSE FLOODING OR BYPASSING OF THE SO AS TO CAUSE FLOODING OR BYPASSING OF THE SO AS TO CAUSE FLOODING OR BYPASSING OF THE AS TO CAUSE FLOODING OR BYPASSING OF THE AS TO CAUSE FLOODING OR BYPASSING OF THE TO CAUSE FLOODING OR BYPASSING OF THE TO CAUSE FLOODING OR BYPASSING OF THE CAUSE FLOODING OR BYPASSING OF THE CAUSE FLOODING OR BYPASSING OF THE FLOODING OR BYPASSING OF THE FLOODING OR BYPASSING OF THE OR BYPASSING OF THE OR BYPASSING OF THE BYPASSING OF THE BYPASSING OF THE OF THE OF THE THE THE INLET. DAMAGED OR CLOGGED BAGS SHALL BE REPLACED. A SUPPLY SHALL BE MAINTAINED DAMAGED OR CLOGGED BAGS SHALL BE REPLACED. A SUPPLY SHALL BE MAINTAINED DAMAGED OR CLOGGED BAGS SHALL BE REPLACED. A SUPPLY SHALL BE MAINTAINED OR CLOGGED BAGS SHALL BE REPLACED. A SUPPLY SHALL BE MAINTAINED OR CLOGGED BAGS SHALL BE REPLACED. A SUPPLY SHALL BE MAINTAINED CLOGGED BAGS SHALL BE REPLACED. A SUPPLY SHALL BE MAINTAINED CLOGGED BAGS SHALL BE REPLACED. A SUPPLY SHALL BE MAINTAINED BAGS SHALL BE REPLACED. A SUPPLY SHALL BE MAINTAINED BAGS SHALL BE REPLACED. A SUPPLY SHALL BE MAINTAINED SHALL BE REPLACED. A SUPPLY SHALL BE MAINTAINED SHALL BE REPLACED. A SUPPLY SHALL BE MAINTAINED BE REPLACED. A SUPPLY SHALL BE MAINTAINED BE REPLACED. A SUPPLY SHALL BE MAINTAINED REPLACED. A SUPPLY SHALL BE MAINTAINED REPLACED. A SUPPLY SHALL BE MAINTAINED A SUPPLY SHALL BE MAINTAINED A SUPPLY SHALL BE MAINTAINED SUPPLY SHALL BE MAINTAINED SUPPLY SHALL BE MAINTAINED SHALL BE MAINTAINED SHALL BE MAINTAINED BE MAINTAINED BE MAINTAINED MAINTAINED MAINTAINED ON SITE FOR REPLACEMENT OF BAGS. ALL NEEDED REPAIRS SHALL BE INITIATED SITE FOR REPLACEMENT OF BAGS. ALL NEEDED REPAIRS SHALL BE INITIATED SITE FOR REPLACEMENT OF BAGS. ALL NEEDED REPAIRS SHALL BE INITIATED FOR REPLACEMENT OF BAGS. ALL NEEDED REPAIRS SHALL BE INITIATED FOR REPLACEMENT OF BAGS. ALL NEEDED REPAIRS SHALL BE INITIATED REPLACEMENT OF BAGS. ALL NEEDED REPAIRS SHALL BE INITIATED REPLACEMENT OF BAGS. ALL NEEDED REPAIRS SHALL BE INITIATED OF BAGS. ALL NEEDED REPAIRS SHALL BE INITIATED OF BAGS. ALL NEEDED REPAIRS SHALL BE INITIATED BAGS. ALL NEEDED REPAIRS SHALL BE INITIATED BAGS. ALL NEEDED REPAIRS SHALL BE INITIATED ALL NEEDED REPAIRS SHALL BE INITIATED ALL NEEDED REPAIRS SHALL BE INITIATED NEEDED REPAIRS SHALL BE INITIATED NEEDED REPAIRS SHALL BE INITIATED REPAIRS SHALL BE INITIATED REPAIRS SHALL BE INITIATED SHALL BE INITIATED SHALL BE INITIATED BE INITIATED BE INITIATED INITIATED INITIATED IMMEDIATELY AFTER THE INSPECTION. DISPOSE ACCUMULATED SEDIMENT AS WELL AS ALL AFTER THE INSPECTION. DISPOSE ACCUMULATED SEDIMENT AS WELL AS ALL AFTER THE INSPECTION. DISPOSE ACCUMULATED SEDIMENT AS WELL AS ALL THE INSPECTION. DISPOSE ACCUMULATED SEDIMENT AS WELL AS ALL THE INSPECTION. DISPOSE ACCUMULATED SEDIMENT AS WELL AS ALL INSPECTION. DISPOSE ACCUMULATED SEDIMENT AS WELL AS ALL INSPECTION. DISPOSE ACCUMULATED SEDIMENT AS WELL AS ALL DISPOSE ACCUMULATED SEDIMENT AS WELL AS ALL DISPOSE ACCUMULATED SEDIMENT AS WELL AS ALL ACCUMULATED SEDIMENT AS WELL AS ALL ACCUMULATED SEDIMENT AS WELL AS ALL SEDIMENT AS WELL AS ALL SEDIMENT AS WELL AS ALL AS WELL AS ALL AS WELL AS ALL WELL AS ALL WELL AS ALL AS ALL AS ALL ALL ALL USED BAGS ACCORDING TO THE PLAN NOTES. 6. DO NOT USE ON MAJOR PAVED ROADWAYS WHERE PONDING MAY CAUSE TRAFFIC HAZARDS. DO NOT USE ON MAJOR PAVED ROADWAYS WHERE PONDING MAY CAUSE TRAFFIC HAZARDS.

AutoCAD SHX Text

BERM

AutoCAD SHX Text

2:1 MAX.

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

6 IN. MIN. HEIGHT

AutoCAD SHX Text 3:1

AutoCAD SHX Text

EARTHEN BERM TO BE STABILIZED WITH TEMPORARY OR PERMANENT VEGETATION

S:\Active Clients\162 Municipal Authority Of The Township Of Richland\162-108 RT 910 & Community Center Dr Waterline\Dwg\DT162-108-002.dwg 7/23/2026 3:43 PM Plotted By: Lily Delaney 7/23/2026 3:43 PM Plotted By: Lily Delaney7/23/2026 3:43 PM Plotted By: Lily Delaney Plotted By: Lily DelaneyLily Delaney

O .D

6" MIN. THICKNESS

CONC. ENCASEMENT

POURED AGAINST

UNDISTURBED EARTH

CLASS "C" CONCRETE6" M

O.D.

C T

B A

C K

6" MIN.

12" MAX.

Z O

N E

S 6" M

C T

B A

C K

TYPICAL CONCRETE CRADLE

DETAIL 26 B

TYPICAL CONCRETE ENCASEMENT

DETAIL 26 C

SPECIAL BACKFILL

DETAIL 26 A

NOTE:

O.D.

SURFACE RESTORATION

AS SPECIFIED

THE GREATER

OF 4' OR THE

PIPE DIA. PLUS 2'WHERE SPECIAL SELECT BACKFILL IS REQUIRED

BETWEEN THE PIPE ZONE AND THE SURFACE

MATERIAL, THE PIPE ZONE SHALL EXTEND 12"

ABOVE THE PIPE REGARDLESS OF PIPE MATERIAL

Not to scale January 2025 Standard Detail SD-26

TRENCH DETAILS

GRADE

MAXIMUM SIZE ROCKS- 3"

MECHANICALLY COMPACTED

SELECTED EXCAVATED MATERIAL

CONCRETE SAND

CLASS "C" CONCRETE

FINISHED

WHERE EXCAVATION EXPOSES THE BOTTOM OF

PROPOSED TRENCHES WHERE VERY SOFT OR

OTHER UNSTABLE PIPE FOUNDATION MATERIALS

EXIST, THE CONTRACTOR WILL BE DIRECTED TO

OVERCUT OR STABILIZE / OVERCUT AND THE

CONTRACTOR SHALL BE COMPENSATED FOR THE

ADDITIONAL EXCAVATION IN ACCORDANCE WITH

THE PROVISIONS SPECIFIED IN THE GENERAL

CONDITIONS.

6" MIN.

12" MAX.

6" MIN.

12" MAX.

6" MIN.

12" MAX.

MECHANICALLY

COMPACTED

BACKFILL

O.D.6" MIN.

12" MAX.

O .D

6" MIN.

12" MAX.

6" M

MECHANICALLY COMPACTED

BACKFILL

MUNICIPAL AUTHORITY

RICHLAND TOWNSHIP

OF ALLEGHENY COUNTY

Not to scale April 2022 Standard Detail SD-2-28

5173 Campbells Run Road

KLH ENGINEERS, INC.

Pittsburgh, PA 15205

PROPOSED VALVE BOX COVER

LETTERING TO BE STAMPED

· "SEWER" = FORCEMAIN

SANITARY SEWER VALVE

· "WATER" = WATER LINE

VALVE

5" MIN. OPENING

LID

NOTES:

5‚" MIN. DIAMETER SHAFT

FINISHED GRADE

BRICK OR

CONC. BLOCK

LARGE OVAL BASE

4' MIN. DEPTH

REQUIREMENT

WITHOUT FULL

EXTENSION

LENGTH TO SUIT

REQUIRED INSTALLATION

DEPTH

TYLER PIPE 6850 SERIES

FOR VALVE SIZES 4"-8"

6860 SERIES FOR VALVE

SIZES 8"-12" OR ENGINEER

APPROVED EQUAL

ALL BOXES SET PLUMB AND

CENTERED OVER OPERATING NUT.

ALL CONTACT SURFACES MACHINED.

C.I. VALVE BOXES SHALL BE COATED

WITH 2 COATS OF COAL TAR PITCH VARNISH

OR OWNER APPROVED PROTECTIVE COATING.

STANDARD

VALVE BOX AND COVER

DETAIL

1'-6"

SELECT BACKFILL

FULL TRENCH DEPTH

Ground

Not to scale November 2021 Standard Detail SD-2-29

5173 Campbells Run Road

KLH ENGINEERS, INC.

Pittsburgh, PA 15205

ASPHALT WEDGE CURB

RESTORATION

PER PA DOT SECTION 409

REFERENCE SUPERPAVE

MIXTURE & DESIGN STANDARDS

NOTE:

2 1/2" 19 MM SUPERPAVE BINDER COURSE

1 1/2" 9.5 MM SUPERPAVE WEARING

COURSE

5" 25 MM SUPERPAVE BASE COURSE

Not to scale January 2019 Standard Detail SD-2-30

5173 Campbells Run Road

KLH ENGINEERS, INC.

Pittsburgh, PA 15205

CURB AND SIDEWALK DETAIL

6" 4"

1"6"

1" 6"

X X X

1" 7"

4" 4"

4'-5"

XXX XX

5'-0"

APPROVED TUBES OR CAPS

WITH MIN. 1/2" POSITIVE

CLEARANCE POCKET

TANGENT SECTION

OF CURB

BARS THIS SIDE TO BE

BONDLESS AND COATED

WITH APPROVED MATERIAL

#4 x 24" REINFORCING

BARS (SEE SECTION)

CURVED

SECTION

OF CURB

1/4" PREMOLDED

EXPANSION JOINT

NOTE:

#4 x 24" BARS

AT POINTS OF

CURVATURE

4000 P.S.I.

CONCRETE

1/4" R 3/4" R

CRUSHED AGGREGATE (TYP.)

NOTE:

WWF 6 x 6 W2.9 x W2.9

SLOPE 1/4" PER FOOT

TYPICAL CURB AND SIDEWALK DETAIL

TYPICAL CURB DETAILS

SECTIONPOINTS OF CURVATURE

NOTE:

WALK SHALL BE CROSS SCORED APPROX. EVERY 4

FEET. 1/2" PRE-FORMED EXPANSION JOINTS EVERY 20

FEET MAX. 4000 psi CONCRETE.

SCORED FOR

CURB EFFECT

SLOPE AT

DRIVEWAY

ENTRANCE

MIN.

8" x 18"

MIN. CURB

SLOPE TERMINAL ENDS

OF CURBS 45° TO MEET

EXISTING GRADES

EXPANSION JOINTS LOCATED ON

23'-3" CENTERS MAX. (4'-0" MIN.

FOR CLOSURES ON CURVE)

SEED MIX & SOWING RATE

MAR. thru MAY / AUG. thru SEPT.

ANYTIME EXCEPT SEPT. OR OCT.

MAR. thru MAY / AUG. thru SEPT.

RAW FINELY GROUND LIMESTONE @ 100 lbs. per 1000 sq. ft. APPLIED ONE WEEK BEFORE SEEDING

FERTILIZER- COMPLETE COMMERCIAL FERTILIZER WITH 5-10-5 ANALYSIS @ 50 lbs. per 1000 sq. ft.

OPEN FIELDS; CULTIVATED

OPEN FIELDS; NON-CULTIVATED PASTURE

SOIL CONDITIONERS REQUIRED FOR RESTORATION:

WOODS; SPARSE 100% RED FESCUE

SOW 36 lbs. per 1000 sq. yds.

100% ANNUAL RYEGRASS

SOW 9 lbs. per 1000 sq. yds.

100% TIMOTHY

RESTORATION CONDITION

ROADSIDE; MOWED

ROADSIDE; NON-MOWED

TEMPORARY COVER

LAWNS

BANK AREAS

80% KENTUCKY 31, FESCUE

SOW 21 lbs. per 1000 sq. yds.

50% KENTUCKY BLUEGRASS

30% PENNLAWN RED FESCUE

20% PERENNIAL RYEGRASS

45% CROWNVETCH

55% ANNUAL RYEGRASS

SOW 9 lbs. per 1000 sq. yds.

SOW 21 lbs. per 1000 sq. yds.

20% PERENNIAL RYEGRASS

30% PENNLAWN RED FESCUE

50% KENTUCKY BLUEGRASS

20% PENNLAWN RED FESCUE

SOW 21 lbs. per 1000 sq. yds.

(% BY WEIGHT)

SOW 9 lbs. per 1000 sq. yds.

100% ANNUAL RYEGRASS

Not to scale January 2019 Standard Detail SD-2-31

5173 Campbells Run Road

KLH ENGINEERS, INC.

Pittsburgh, PA 15205

REQUIRED SURFACE

UNPAVED LOCATIONS

RESTORATION IN

CONTRACTOR IS RESPONSIBLE FOR ESTABLISHMENT OF ALL COVER CROPS

FIRST CUTTING OF MOWED AREAS TO BE COMPLETED BY CONTRACTOR

Not to scale January 2019 Standard Detail SD-2-33

5173 Campbells Run Road

KLH ENGINEERS, INC.

Pittsburgh, PA 15205 TRACE WIRE DETAIL

DRILL A HOLE 4 1/2"

FROM THE TOP OF

THE VALVE BOX

COIL ENOUGH WIRE

TO EXTEND 36"

ABOVE GROUND

KNOT

VALVE

CONNECT WITH APPROVED

DIRECT BURY LUG

VALVE BOX

SPIRAL TRACE WIRE

UP ON THE OUTSIDE

OF THE VALVE BOX

POLYWRAP

FINISHED GRADE

DIRECT BURY

WIRE NUT CONNECTION

KNOT

APPROVED

DIRECT BURY WIRE

CONNECTION

VALVE BOX

IF NEEDED

WIRE COLOR TO

MATCH UTILITY

INSTALLED

Not to scale January 2019 Standard Detail SD-2-34

5173 Campbells Run Road

KLH ENGINEERS, INC.

Pittsburgh, PA 15205 SPECIFICATIONS

TRACE WIRE

APPROVED TRACE WIRE MATERIAL:

TRACE WIRE FOR DIRECT BURY INSTALLATIONS SHALL BE, #12 AWG SOLID COPPER WIRE WITH A 30 MIL HIGH DENSITY POLYETHYLENE (HDPE) OR HIGH MOLECULAR WEIGHT POLYETHYLENE (HMWPE) COATING DESIGNED

FOR DIRECT BURIAL. COLOR SHALL CORRESPOND TO UTILITY INSTALLED.

DIRECT BURY WIRE NUTS (DRYCONN DBSR AQUA MANUFACTURED BY KING INNOVATION OR APPROVED

EQUAL).

DIRECT BURY LUG (DRYCONN DIRECT BURY LUG AQUA AS MANUFACTURED BY KING INNOVATION OR

APPROVED EQUAL).

INSTALLATION:

TRACE WIRE SHALL BE INSTALLED IN A CONTINUOUS FASHION. INSTALL TRACE WIRE 6" ABOVE THE WATER MAIN. BRING TRACE WIRE TO SURFACE AT EVERY VALVE BOX. TRACE WIRE SHALL BE BROUGHT TO THE SURFACE AT LEAST EVERY FIVE HUNDRED (500) FEET. TAKE CARE NOT TO DAMAGE THE WIRE COATING.

REPAIR DAMAGED COATING WITH ELECTRICAL TAPE.

TRACE WIRE CONNECTIONS:

JOINING ENDS OF TRACE WIRE:

CONNECTIONS INTO EXISTING TRACE WIRE, CONNECTIONS INTO TRACE WIRE USED DURING WATER MAIN

BORES, CONNECTIONS BETWEEN ONE SPOOL OF TRACE WIRE TO ANOTHER, AND OTHER SIMILAR

CONNECTIONS SHALL BE MADE USING A DIRECT BURY WIRE NUT. WHEN CONNECTING TRACE WIRE ENDS TOGETHER, STRIP 5/8" OF INSULATION FROM THE END OF EACH WIRE. INSERT THE TWO ENDS FIRMLY INTO THE DIRECT BURY WIRE NUT. TWIST THE WIRE NUT CLOCKWISE WHILE PUSHING THE WIRES FIRMLY INTO THE NUT. DO NOT OVER TORQUE. TIE THE WIRES IN A KNOT AS SHOWN IN THE DIRECT BURY WIRE NUT

CONNECTION DETAIL ON SD-2-138.

JOINING THE TRACE WIRE - BRANCH TO MAIN:

CONNECTIONS OF TRACE WIRE AT TEES, CROSSES, AND AT LOCATIONS WHERE THE TRACE WIRE WILL BE

BROUGHT TO THE SURFACE SHALL BE CONDUCTED USING A DIRECT BURY LUG.

TRACE WIRE IN A VALVE BOX:

TRACE WIRE SHALL BE BROUGHT UP OUTSIDE OF ALL VALVE BOXES. THE TRACE WIRE SHALL BE BROUGHT

TO THE SURFACE ACCORDING TO THE DETAIL ON DWG. SD-2-138.

TRACE WIRE AT HYDRANTS:

TRACE WIRE SHALL BE BROUGHT IN FIRE HYDRANTS BRANCH VALVES PER THE DETAIL ON SD-2-138.

TRACE WIRE AT THE END OF THE PVC MAIN:

AT ALL WATER MAIN END CAPS, A MINIMUM OF 6 FEET OF TRACER WIRE SHALL BE EXTENDED BEYOND THE END OF THE PIPE, COILED AND SECURED FOR FUTURE CONNECTIONS. THE END OF THE TRACER WIRE SHALL BE SPLICED TO THE WIRE OF A SIX POUND ZINC OR MAGNESIUM ANODE AND IS TO BE BURIED AT THE SAME

ELEVATIONS AS THE WATER MAIN.

CONDENSED INSTALLATION STANDARDS

Not to scale

1. GENERAL - Service line extension includes connection of service line to curb stop, service line from curb stop to point within structure housing meter, full open valve same size as service line, pressure regulator (where static pressure is more than 70 psi), a dual check valve, or if required by Authority, a reduced pressure zone backflow preventer, double check backflow preventer and a full open valve. The meter, meter spuds, remote readout system and interconnection wires shall be furnished and installed by the Authority.

NOTE: When static pressure exceeds 125 psi, the pressure-reducing valve MUST be installed on the street side of the meter.

2. SIZE - Minimum size service is 3/4 inch diameter.

3. MATERIALS - Lines to be type K soft copper, crosslinked polyethylene (PEXa) per AWWA C904, or polyethylene tubing (PET) SDR9 CTS, with mechanical coupling joints or double cement lined class 52 ductile iron pipe per ASA No. H21-6, and with push on or mechanical joints per ASA 21.11.

4. INSTALLATION - Lay in straight line at right angles to street, with a minimum of 42 inches cover. Bottom of trench shall be excavated to conform to curvature of pipe and afford uniform bearing service. Do not lay on rock, but excavate a minimum of 6" below the bottom of the pipe and backfill with select earth or clay, well tamped; provide polyethylene wrap if corrosive soil is encountered; do not install joint within 5 feet of structure wall. Where 3/4" and 1" service lines are less than 100 feet, no couplings will be permitted.

5. METER PITS - Required on all service line extensions 200 feet in length or greater. Must be purchased from Authority. See SD-15 for typical installation.

6. WATER PRESSURE REDUCING VALVE - Supplied and maintained by owner. Suitable for a maximum line pressure of 300 psi with a delivery pressure of 40-55 psi. If pressure exceeds 125 psi, valve must be installed on street side of meter. Contact Authority office for water pressure in your area.

7. INSPECTION - Line to remain uncovered until after inspection and observation of hydrostatic testing by Authority; no loss due to leakage is permitted. Notify the Authority (24 hours in advance) of name, location, and time when work will be ready for inspection.

Allegheny County Plumbing Division must be contacted when public water is connected to your system.

8. BACKFLOW PREVENTER - Required on all service lines to prevent the backflow of water into the public water system. See SD-14, 18, and/or 20 for typical installation and type of backflow device that is required. All commercial backflow prevention devices, and residential reduced pressure zone (RPZ) devices, shall be tested annually at the customers expense by a certified backflow inspector. All other residential testable backflow prevention devices shall be tested once every two years or on a schedule in accordance with Allegheny County requirements. As a condition of service or continued service, the customer must send to the Authority the written test result and/or repair information on forms supplied by the Authority.

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 Jul 28, 2026.