1-RFB Set 10-25.pdf

PDF 11 MB Posted Oct 9, 2025

Attached to: Irishtown Sewer Separation Project Contract No. 2025-02
Solicitation number: Not on record
Issued by: Allegheny County, Camp Hill Borough, Pennsylvania

About this file

Written by GovTribe AI · Oct 10, 2025

The document is a set of engineering design drawings for the Irishtown Sewer Separation Project, located in the Borough of Carnegie, Allegheny County, Pennsylvania. The project is identified as Contract No. 2025-02 and was prepared by KLH Engineers, Inc. in October 2025 for release to bidders. The comprehensive set of 12 drawings includes detailed plans for storm sewer infrastructure improvements, covering project location maps, property owner indexes, plan and profile views, erosion and sedimentation control plans, and various technical details for construction. The drawings outline a significant infrastructure upgrade involving storm inlet replacements, pipe installations, and associated civil engineering work across multiple streets including Barrett Way, Diamond Alley, 3rd Avenue, and 5th Street.

The project has a total limit of disturbance of 10,923.36 square feet (0.25 acres) and involves extensive underground utility work, including storm sewer modifications, inlet replacements, and precise elevation adjustments for drainage infrastructure. The design includes specific technical specifications for pipe installations, with numerous 15" HDPE pipes being installed at various grades and elevations. The drawings provide detailed guidance on construction methods, including requirements for trench excavation, pipe bedding, backfill procedures, and erosion control measures. The project incorporates standard construction details for utility line crossings, stream protections, and roadway restoration, indicating a comprehensive approach to infrastructure improvement that considers both functional and environmental considerations.

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Drawing No.

Sheet No.

5173 Campbells Run Road Pittsburgh, PA 15205

Phone: 412.494.0510 Fax: 412.494.0426 info@klhengineers.com

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 NUMBERS FOR THIS PROJECT ARE 20251641028, 20251641053, 20251640957, & 20251640996.

ALLEGHENY COUNTY, PENNSYLVANIA

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

INDEX MAP AND LEGEND

PLAN

DETAILS

G1 G2

DT1

DT2

DT3

of 12

Order No.

BOROUGH OF CARNEGIE

DESCRIPTIONDWG. NO.SHEET NO.

OCTOBER 2025

RELEASE FOR BID

DRAWING LIST

LOCATION MAP

CONTRACT NO. 2025-02

IRISHTOWN SEWER SEPARATION PROJECT

467-95

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

IA ONE CALL SYSTEM

, INC

STOP-CALL BEFORE YOU D

SERIAL NUMBERS

20251641028 20251641053 20251640957 20251640996

COMPANY: PEOPLES GAS COMPANY LLC

ADDRESS: 375 N SHORE DRIVE

PITTSBURGH, PA 15212

CONTACT: TODD COEN

EMAIL: TODD.COEN@PEOPLES-GAS.COM

COMPANY: ALLEGHENY COUNTY SANITARY AUTHORITY

ADDRESS: 3300 PREBLE AVENUE

PITTSBURGH, PA 15233

CONTACT: JIM MORVAY

EMAIL: JAMES.MORVAY@ALCOSAN.ORG

COMPANY: AT&T

ADDRESS: 1100 3RD AVENUE

ALTOONA, PA 16602

CONTACT: PAT SUTTON

EMAIL: PS4364@ATT.COM

COMPANY: VERIZON PENNSYLVANIA LLC

ADDRESS: 1050 VIRGINIA DRIVE

FORT WASHINGTON, PA 19034

CONTACT: DIANE REDILLA

EMAIL: DIANE.C.REDILLA@VERIZON.COM

COMPANY: PENNSYLVANIA AMERICAN WATER

ADDRESS: 500 NOBLESTOWN ROAD

CARNEGIE, PA 15106

CONTACT: LUCIAN CAPPETTA

EMAIL: LUCIAN.CAPPETTA@AMWATER.COM

COMPANY:DUQUESNE LIGHT COMPANY

ADDRESS: 2645 NEW BEAVER AVE PA-TD

PITTSBURGH, PA 15233

CONTACT: KYLIE PARISON

EMAIL: KPARISON@DUQLIGHT.COM

COMPANY: COMCAST

ADDRESS: 1530 CHARTIERS AVE

PITTSBURGH, PA 15204

CONTACT: BRIAN WALKER

EMAIL: BRIAN_WALKER2@CABLE.COMCAST.COM

UTILITIES LIST

PROPERTY OWNER INDEX3 of 12 G3

PROFILES5 of 12 C2

EROSION AND SEDIMENTATION POLLUTION CONTROL PLAN

EROSION AND SEDIMENTATION POLLUTION CONTROL NOTES AND DETAILS

ES1

ES2

ES311 of 12

EROSION AND SEDIMENTATION POLLUTION CONTROL NOTES AND DETAILSES412 of 12

AutoCAD SHX Text S:\Active Clients\467 Borough Of Carnegie\467-95 Irishtown Sewer\Dwg\G467-95-001.dwg 10/7/2025 6:55 AM Plotted By: Travis Spiaggi 10/7/2025 6:55 AM Plotted By: Travis Spiaggi10/7/2025 6:55 AM Plotted By: Travis Spiaggi Plotted By: Travis SpiaggiTravis Spiaggi

AutoCAD SHX Text

DAVID ALAN COLDREN, JR.

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PROFESSIONAL

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REGISTERED

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PE 060629-E

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ENGINEER

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NO.

CHARTIERS CREEK

(CH 93 - WWF)

Diamond Alley

3rd Avenue

6t h

St re et

Barrett Way

5t h

St re et8t h

St re et

7t h

St re et

Barrett Way

LOD LOD

LOD

LOD LOD

LOD LOD LOD LOD

LOD

EXISTING UNDERGROUND ELECTRIC

EXISTING UNDERGROUND TELEPHONE

LEGEND

PA DOT INFORMATION

EXISTING SIGN

EXISTING LIGHTPOLE

EXISTING MAILBOX

EXISTING WELL

EXISTING 10' CONTOUR

EXISTING 2' CONTOUR

EXISTING PROPERTY LINE

EXISTING MONUMENT

EXISTING IRON PIN

EXISTING GAS VALVE

EXISTING GASLINE

EXISTING GAS CURB BOX

EXISTING GAS METER

EXISTING GRAVEL PAVING

EXISTING ASPHALT PAVING

EXISTING BUILDING

EXISTING STORM MANHOLE

EXISTING SANITARY MANHOLE

EXISTING EVERGREEN TREE

EXISTING DECIDUOUS TREE

EXISTING WATER CURB BOX

EXISTING WATERLINE

EXISTING STORM SEWER

EXISTING SANITARY SEWER

EXISTING HYDRANT

EXISTING GUY WIRE

EXISTING UTILITY POLE

EXISTING WATER METER

EXISTING WATER VALVE

EXISTING HEDGE ROW

EXISTING FENCE LINE

PROPOSED STORM SEWER

PROPOSED STORM FLAG

PROPOSED STORM MANHOLE

PROPOSED STORM INLETS

PROPOSED STORM CO

EXISTING SEPTIC TANK

STREET NAMES

EXISTING WATERCOURSE

PROPOSED PAVING

WATER BAR

SUPER SILT FENCE

FILTER FABRIC FENCE

LIMIT OF DISTURBANCE

PROPERTY OWNER INDEX (ALT)

EXISTING SANITARY CO

EXISTING STORM INLETS

COMPOST SOCK

INLET FILTER BAG

EXISTING GUIDE RAIL

Street Name

℄ S.R

XXXX

SEG. XXX

OFF. XXXX

Stream

XXX

IFB

CS-12

SS-36

FF-18

ROCK CHECK DAM RCD

EXISTING GAS LINE MARKER

EXISTING TOP OF BANK

LOD

E X

M A

P A

N D

L E

G E

N D

SCALE: 1"=40'

40' 80'040'

D A

C M

N B

M N

INDEX MAP

SCALE: 1"=40'

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.

C am pb el ls R un R oa d

Pi tts bu rg h, P

Ph on e:

Fa x:

.0 in fo kl he ng in ee rs

.c om

K L H

E N

E E R

467-95

H T

O W

N S

E W

E R

S E

P A

R A

N P

R O

T C

O N

T R

A C

T N

O . 2

G H

E N

Y C

O U

N T

Y , P

E N

N S

A N

O R

O U

G H

O F

C A

R N

E G

D ra w n B y:

D at e

Is su ed F or D at e

R ev is io ns

R el ea se F or B id

BPBO

BJBIBHBGBFBEBDBC

BX BW BV BU

BT BS

AO AP

ASATAUAV

AA AB AC

AD AE AF AG AH AI AJ AK AL AM AN

NOTE:

CONTRACTOR TO CONFIRM/VERIFY

CUSTOMER SANITARY LATERAL AND

DOWNSPOUT(S) CONNECTION FOR ALL

STRUCTURES ON PROPERTY.

SEE DWG. NO. C1 FOR PLAN

SEE DWG. NO. C2 FOR PROFILE

SEE DWG. NO. C1 FOR PLAN

SEE DWG. NO. C2 FOR PROFILE

LIMITS OF DISTURBANCE

LIMITS OF

DISTURBANCE

SANITARY LATERAL VERIFICATION

DOWNSPOUT(S) VERIFICATION

CD CE CF CG CH CI CJ CK CL

CN CO CP CQ CR

AutoCAD SHX Text w

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2 Sty Brick Hse#555

AutoCAD SHX Text Septic Tank

AutoCAD SHX Text (Type Surface)

AutoCAD SHX Text S:\Active Clients\467 Borough Of Carnegie\467-95 Irishtown Sewer\Dwg\G467-95-002.dwg 10/7/2025 6:58 AM Plotted By: Travis Spiaggi 10/7/2025 6:58 AM Plotted By: Travis Spiaggi10/7/2025 6:58 AM Plotted By: Travis Spiaggi Plotted By: Travis SpiaggiTravis Spiaggi

AutoCAD SHX Text

DAVID ALAN COLDREN, JR.

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text

REGISTERED

AutoCAD SHX Text

PE 060629-E

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text C

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P R

O P

E R

T Y

O W

N E

R S

I N

D E

X D

A C

M N

B M

N B

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.

C am pb el ls R un R oa d

Pi tts bu rg h, P

Ph on e:

Fa x:

.0 in fo kl he ng in ee rs

.c om

K L H

E N

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467-95

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Y , P

E N

N S

A N

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G H

O F

C A

R N

E G

D ra w n B y:

D at e

Is su ed F or D at e

R ev is io ns

R el ea se F or B id

PROPERTY OWNER INDEX

NOTE:

CONTRACTOR TO CONFIRM/VERIFY

CUSTOMER SANITARY LATERAL AND

DOWNSPOUT(S) CONNECTION FOR ALL

STRUCTURES ON PROPERTY.

* SANITARY LATERAL VERIFICATION

DOWNSPOUT(S) VERIFICATION

AutoCAD SHX Text S:\Active Clients\467 Borough Of Carnegie\467-95 Irishtown Sewer\Dwg\G467-95-003.dwg 8/25/2025 3:16 PM Plotted By: Travis Spiaggi 8/25/2025 3:16 PM Plotted By: Travis Spiaggi8/25/2025 3:16 PM Plotted By: Travis Spiaggi Plotted By: Travis SpiaggiTravis Spiaggi

AutoCAD SHX Text

DAVID ALAN COLDREN, JR.

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text

REGISTERED

AutoCAD SHX Text

PE 060629-E

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text W

AutoCAD SHX Text N

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NO.

AutoCAD SHX Text N/F Hellwig Properties LLC D.B.V. 18409 Pg. 192 Tax Parcel: 102-B-204

AutoCAD SHX Text N/F AG Real Estate LLC D.B.V. 16020 Pg. 126 Tax Parcel: 102-B-206

AutoCAD SHX Text N/F John J. Stansbury D.B.V. 15041 Pg. 64 Tax Parcel: 102-B-208

AutoCAD SHX Text N/F Venture 22 LLC D.B.V. 19097 Pg. 447 Tax Parcel: 102-B-212

AutoCAD SHX Text N/F Gary M. & Kathleen M. Handerhan D.B.V. 9796 Pg. 177 Tax Parcel: 102-B-214

AutoCAD SHX Text N/F VY Investments LLC D.B.V. 19515 Pg. 456 Tax Parcel: 102-B-226

AutoCAD SHX Text N/F Harjap S. Mann D.B.V. 15791 Pg. 68 Tax Parcel: 102-B-220

AutoCAD SHX Text N/F All Saints Polish National Catholic Church D.B.V. 6440 Pg. 103 Tax Parcel: 102-B-217

AutoCAD SHX Text N/F Don M. Koziak D.B.V. 6352 Pg. 763 Tax Parcel: 102-B-216

AutoCAD SHX Text N/F David & Tina Tomachesky D.B.V. 12683 Pg. 168 Tax Parcel: 102-B-230

AutoCAD SHX Text N/F William R. & Joyce A. Steinhart D.B.V. 15135 Pg. 73 Tax Parcel: 102-B-232

AutoCAD SHX Text N/F South Hills Home Services LLC D.B.V. 17810 Pg. 368 Tax Parcel: 102-B-236

AutoCAD SHX Text N/F Nathaniel S. & Jessica Burtt D.B.V. 18929 Pg. 239 Tax Parcel: 102-B-164

AutoCAD SHX Text N/F Mary Ann Maksa Revocable Living Trust D.B.V. 13422 Pg. 428 Tax Parcel: 102-B-178

AutoCAD SHX Text N/F All Saints Polish National Catholic Church D.B.V. 2854 Pg. 262 Tax Parcel: 102-B-176-01

AutoCAD SHX Text N/F Jamie L. O'Brien & Randall Paul Palakovich D.B.V. 19434 Pg. 410 Tax Parcel: 102-B-162

AutoCAD SHX Text N/F Anna Chiodo & Lawrence J. Chaido D.B.V. 15519 Pg. 84 Tax Parcel: 102-B-165

AutoCAD SHX Text N/F Nicholas Tomich D.B.V. 13215 Pg. 149 Tax Parcel: 102-B-180

AutoCAD SHX Text N/F BETJ Properties LLC D.B.V. 20004 Pg. 495 Tax Parcel: 102-B-190

AutoCAD SHX Text N/F Kenneth R. & Maria Lockhart D.B.V. 8161 Pg. 380 Tax Parcel: 102-B-188

AutoCAD SHX Text N/F Susan Jones Mack D.B.V. 9534 Pg. 534 Tax Parcel: 102-F-34

AutoCAD SHX Text N/F Jerry L. Tokar Revocable Living Trust D.B.V. 18855 Pg. 277 Tax Parcel: 102-F-32

AutoCAD SHX Text N/F Heather Boyd D.B.V. 14815 Pg. 112 Tax Parcel: 102-F-30

AutoCAD SHX Text N/F George Jasick & Robert G. Jasick D.B.V. 9710 Pg. 496 Tax Parcel: 102-F-28

AutoCAD SHX Text N/F Jeffrey Garrison Cooke & Jacqueline Marie Cooke D.B.V. 17759 Pg. 564 Tax Parcel: 102-F-26

AutoCAD SHX Text N/F Heather L. Benko & Keither A. Janocha D.B.V. 19163 Pg. 207 Tax Parcel: 102-F-24

AutoCAD SHX Text N/F Genevieve Marie McClain D.B.V. 18260 Pg. 561 Tax Parcel: 102-B-74

AutoCAD SHX Text N/F Jennifer Maldonado D.B.V. 18205 Pg. 107 Tax Parcel: 102-B-72

AutoCAD SHX Text N/F William John Snyder D.B.V. 19998 Pg. 334 Tax Parcel: 102-B-70

AutoCAD SHX Text N/F George Gillespie Holdings LLC D.B.V. 17757 Pg. 542 Tax Parcel: 102-B-68

AutoCAD SHX Text N/F Testamentary Trust D.B.V. 19899 Pg. 157 Tax Parcel: 102-B-66

AutoCAD SHX Text N/F Rushi Holdings LLC D.B.V. 19576 Pg. 465 Tax Parcel: 102-B-78

AutoCAD SHX Text N/F Randolph & Becky Walker D.B.V. 17282 Pg. 275 Tax Parcel: 102-B-82

AutoCAD SHX Text N/F All Saints Polish National Catholic Church D.B.V. 7331 Pg. 122 Tax Parcel: 102-B-85

AutoCAD SHX Text N/F Cheryl Lynn Snyder D.B.V. 19998 Pg. 341 Tax Parcel: 102-B-83

AutoCAD SHX Text N/F Jeffrey James Snyder D.B.V. 19998 Pg. 302 Tax Parcel: 102-B-84

AutoCAD SHX Text N/F Grand Old Properties LLC D.B.V. 18756 Pg. 312 Tax Parcel: 102-B-53

AutoCAD SHX Text N/F Scott Ettinger D.B.V. 18771 Pg. 79 Tax Parcel: 102-B-50

AutoCAD SHX Text N/F Abraham Wang & Kaya Yuki D.B.V. 17772 Pg. 72 Tax Parcel: 102-B-51

AutoCAD SHX Text N/F Blair W. & Martha M. Clover Tax Parcel: 102-B-88

AutoCAD SHX Text N/F Ruth Ann Kucsma D.B.V. 8842 Pg. 566 Tax Parcel: 102-B-87

AutoCAD SHX Text N/F Charles Edward Snyder D.B.V. 19998 Pg. 327 Tax Parcel: 102-B-60

AutoCAD SHX Text N/F Jeffrey James Snyder D.B.V. 19998 Pg. 308 Tax Parcel: 102-B-62

AutoCAD SHX Text N/F Boro of Carnegie Tax Parcel: 102-B-64

AutoCAD SHX Text N/F Robert C. Serafin D.B.V. 9809 Pg. 559 Tax Parcel: 102-F-15

AutoCAD SHX Text N/F KDK Land, LLC. D.B.V. 18328 Pg. 439 Tax Parcel: 102-E-74

AutoCAD SHX Text N/F Harjap S. Mann D.B.V. 16656 Pg. 483 Tax Parcel: 102-B-222

AutoCAD SHX Text N/F South Hills Home Services LLC D.B.V. 17810 Pg. 368 Tax Parcel: 102-B-238

AutoCAD SHX Text N/F Jamie L. O'Brien & Randall Paul Palakovich D.B.V. 19434 Pg. 410 Tax Parcel: 102-B-160

AutoCAD SHX Text N/F All Saints Polish National Catholic Church D.B.V. 7547 Pg. 267 Tax Parcel: 102-B-184

AutoCAD SHX Text N/F Margaret R. Kane D.B.V. 6283 Pg. 1 Tax Parcel: 102-E-70

AutoCAD SHX Text N/F Maureen J. & Dale Work D.B.V. 12835 Pg. 90 Tax Parcel: 102-F-64

AutoCAD SHX Text N/F George G. & Bonnie Zawilla D.B.V. 14545 Pg. 546 Tax Parcel: 102-F-60

AutoCAD SHX Text N/F Delores C. Snyder & Jeffery J. Ames Kessler Tax Parcel: 102-F-58

AutoCAD SHX Text N/F Kenneth P. Burns D.B.V. 15194 Pg. 460 Tax Parcel: 102-F-56

AutoCAD SHX Text N/F Khun Aung D.B.V. 19594 Pg. 162 Tax Parcel: 102-F-54

AutoCAD SHX Text N/F Khun Aung D.B.V. 19594 Pg. 162 Tax Parcel: 102-B-196

AutoCAD SHX Text N/F Patricia B. & Gary J. Hall D.B.V. 7928 Pg. 110 Tax Parcel: 102-B-198

AutoCAD SHX Text N/F Patricia B. & Gary J. Hall D.B.V. 7928 Pg. 110 Tax Parcel: 102-B-199

AutoCAD SHX Text Not Assessed

AutoCAD SHX Text N/F Jacob A. Bertelson D.B.V. 19420 Pg. 590 Tax Parcel: 102-B-200

AutoCAD SHX Text N/F Darko J. Mrmich D.B.V. 14044 Pg. 500 Tax Parcel: 102-F-78

AutoCAD SHX Text N/F Darko J. Mrmich D.B.V. 9560 Pg. 396 Tax Parcel: 102-F-79

AutoCAD SHX Text N/F Joshua J. Merola & Katherine C. Mansfield D.B.V. 18643 Pg. 582 Tax Parcel: 102-F-74

AutoCAD SHX Text N/F Joshua J. Merola & Katherine C. Mansfield D.B.V. 18643 Pg. 582 Tax Parcel: 102-F-71

AutoCAD SHX Text N/F Ronald E. & Margaret A. Morris D.B.V. 9595 Pg. 397 Tax Parcel: 102-F-68

AutoCAD SHX Text N/F Khun Aung D.B.V. 19683 Pg. 587 Tax Parcel: 102-F-52

AutoCAD SHX Text N/F John A. Byron & Debora A. Benish D.B.V. 8659 Pg. 418 Tax Parcel: 102-F-50

AutoCAD SHX Text N/F Lorraine M. Honeychuck D.B.V. 15675 Pg. 277 Tax Parcel: 102-F-38

AutoCAD SHX Text N/F Frank C. & Ann T. Shimatzki D.B.V. 14610 Pg. 210 Tax Parcel: 102-F-40

AutoCAD SHX Text N/F Stella Tandarich D.B.V. 3375 Pg. 701 Tax Parcel: 102-F-42

AutoCAD SHX Text N/F A.A. Bella Real Estate, LLC. D.B.V. 19355 Pg. 349 Tax Parcel: 102-B-202

N/F Minntt Capital Management, LLC. D.B.V. 17894 Pg. 560 Tax Parcel: 102-B-192

TO REMAIN

-TO BE

PLUGGED AND SEALED

COMPLETELY W/ NON-SHRINK

GROUT

5t h

St re et 5t h St re et

6t h

St re et 6t h St re et

Diamond Alley

3rd Avenue

Barrett Way

TO REMAIN

-TO BE

PLUGGED AND SEALED

COMPLETELY W/ NON-SHRINK

GROUT

AE AF AG AH

AL AM AN

AQAU

BNBM

BLBK

BJBI

BV BU

BCBB

ACAB

CHARTIERS CREEK

(CH 93 - WWF)

REMOVE AND REPLACE

TO BE PLUGGED AND SEALED

COMPLETELY W/ NON-SHRINK

GROUT.

NEW 15" INV. EL.=770.70 (OUT)

CONTRACTOR SHALL CUT

AND CAP EXISTING 6"PVC

AND COMPLETELY SEAL

W/ NON-SHRINK GROUT

NEW STORM INLET

TOP=773.9±

15" INV. EL.=770.56 (IN)

15" INV. EL.=770.31 (OUT)

REMOVE AND REPLACE

TO BE PLUGGED AND SEALED

COMPLETELY W/ NON-SHRINK

GROUT.

NEW 15" INV. EL.=769.73 (IN)

NEW 15" INV. EL.=769.53 (OUT)

NEW STORM INLET

TOP=773.8±

15" INV. EL.=769.39 (IN)

15" INV. EL.=769.14 (OUT)

NEW STORM INLET

TOP=773.1±

15" INV. EL.=768.51 (OUT)

NEW STORM INLET

TOP=773.0±

15" INV. EL.=768.39 (IN-NE)

15" INV. EL.=768.39 (IN-SE)

15" INV. EL.=768.13 (OUT)

CONTRACTOR SHALL CUT

AND CAP EXISTING 8"PVC

AND COMPLETELY SEAL

W/ NON-SHRINK GROUTREMOVE AND REPLACE

-TO BE

REMOVED

NEW 15" INV. EL.=767.37 (IN)

NEW 15" INV. EL.=767.12 (OUT)

TO REMAIN

-TO BE REMOVED

-TO REMAIN

NEW 15" INV. EL.=767.07(IN)

CONTRACTOR SHALL FIELD

VERIFY STORM CONNECTION

AND RECONNECT TO EXISTING

STORM AS NECESSARY.

REMOVE AND REPLACE

-TO BE

REMOVED IF TIED TO EXISTING

SANITARY.

NEW 15" INV. EL.=767.22 (OUT)

NOTE:

1. CONTRACTOR TO REFERENCE DRAWING NOS. G2 AND

G3 INDEX SHEET FOR CUSTOMER PROPERTIES

REQUIRING DOWNSPOUT AND SEWER CONNECTION

VERIFICATION.

2. ALCOSAN SHALL FIELD WITNESS WORK AT THE

C-44A STRUCTURE (SEE DWG. NO. C2.) AND APPROVE

ANY MODIFICATIONS PRIOR TO WORK PROCEEDING.

3. CONTRACTOR IS RESPONSIBLE FOR ANY OVERFLOWS

OCCURRING AT ALCOSAN STRUCTURE C-44A DURING

CONSTRUCTION.

15"HDPE

15"HDPE15"HDPE

15"HDPE

TO REMAIN

-TO BE REMOVED

NEW 18" INV. EL.=762.15 (OUT)

CB-1

CB-8

CB-2 CB-3

CB-4

CB-5

CB-6

CB-7

CONTRACTOR TO

EXCAVATE, REMOVE,

AND SEAL OPENINGS

OF EXISTING 18"PVC.

CONTRACTOR TO CONSTRUCT

18" PRECAST TYPE D-W

PENNDOT ENDWALL W/ R-5

RIPRAP CHANNEL (9'X12')

AT INV. EL. = 761.65 (OUT)

SEE DETAIL #6-3-RC-1

LIMITS OF PROPOSED

ASPHALT TRENCH

RESTORATION

CONTRACTOR TO

REMOVE AND REPLACE

CONCRETE CURB FROM

CB-5 TO CB-1.

SEE SD-2-079.

CONTRACTOR TO REMOVE

AND REPLACE CONCRETE

CURB FROM CB-5 TO

CB-1. SEE SD-2-079.

CONTRACTOR TO

REPLACE ADA

PARKING SPACE

CONTRACTOR TO

REPLACE ADA

PARKING SPACE

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.

C am pb el ls R un R oa d

Pi tts bu rg h, P

Ph on e:

Fa x:

.0 in fo kl he ng in ee rs

.c om

K L H

E N

E E R

ITEMS IDENTIFIED WITH UPPER CASE TEXT ARE PROPOSED.

NOTE:

467-95

H T

O W

N S

E W

E R

S E

P A

R A

N P

R O

T C

O N

T R

A C

T N

O . 2

G H

E N

Y C

O U

N T

Y , P

E N

N S

A N

O R

O U

G H

O F

C A

R N

E G

D ra w n B y:

D at e

Is su ed F or D at e

R ev is io ns

R el ea se F or B id

D A

C M

N B

M N

PLAN

SCALE: 1"=20'

20' 40'020'

AutoCAD SHX Text

8" VCP

AutoCAD SHX Text

18" PVC

AutoCAD SHX Text Existing Comb Mh Top=775.02 8" Inv.El.=762.87(Out) 12" Inv.El.=762.28(In) 12" Inv.El.=762.23(Out)

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text 36"

AutoCAD SHX Text 8"

AutoCAD SHX Text Existing Comb Mh TO REMAIN Top=774.03 6" Inv.El.=767.88(In)SW-TO BE 6" Inv.El.=767.96(In)NE 8" Inv.El.=764.38(In)SE 10" Inv.El.=761.83(In)SW 10" Inv.El.=761.73(Out)NE

AutoCAD SHX Text 36"

AutoCAD SHX Text 8"

AutoCAD SHX Text Strm Inlet Top=773.40 6" Inv.El.=771.43(Out)

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

10" VCP

AutoCAD SHX Text

8" VCP

AutoCAD SHX Text Existing Comb Mh Top=773.13 8" Inv.El.=762.43(In-SE) 8" Inv.El.=761.53(In-NE) 8" Inv.El.=761.43(Out)

AutoCAD SHX Text Strm Inlet Top=772.69 6" Inv.El.=771.13(Out)

AutoCAD SHX Text

12" VCP

AutoCAD SHX Text

12" VCP

AutoCAD SHX Text

18" PVC

AutoCAD SHX Text

18" PVC

AutoCAD SHX Text

18" PVC

AutoCAD SHX Text

10" PVC

AutoCAD SHX Text

8" VCP

AutoCAD SHX Text

8" VCP

AutoCAD SHX Text

8" VCP

AutoCAD SHX Text

8" VCP

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text Existing Comb Mh #C-44-B Top=770.08 8" Inv.El.=759.35(In)NW 36" Inv.El.=759.96(In) 8" Inv.El.=759.78(In)SE 8" Inv.El.=758.56(In)E 36" Inv.El.=759.31(Out)

AutoCAD SHX Text San Mh Top=771.61 8" Inv.El.=762.44(In) 8" Inv.El.=762.46(Out)

AutoCAD SHX Text

12" VCP

AutoCAD SHX Text ALCOSAN POINT OF CONNECTION (POC) #C-44-A Top=768.65 18" Inv.El.=762.32(In) 12" Inv.El.=762.05(In) 8" Inv.El.=761.59(Out) 18" Inv.El.=762.52(Out)

AutoCAD SHX Text

RCP

AutoCAD SHX Text

8" VCP

AutoCAD SHX Text

8" VCP

AutoCAD SHX Text

10" VCP

AutoCAD SHX Text Strm Mh Top=775.98 18" Inv.El.=767.93(In) 18" Inv.El.=768.58(Out)

AutoCAD SHX Text (Asphalt Surface)

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

18" PVC

AutoCAD SHX Text Strm Inlet Top=772.79 6" Inv.El.=770.70(In) 6" Inv.El.=770.70(Out)

AutoCAD SHX Text Brick Garage

AutoCAD SHX Text 1 Sty 12 Sty Brick #525

AutoCAD SHX Text 2 Sty Brick #523

AutoCAD SHX Text 2 Sty Brick #513

AutoCAD SHX Text Stone Garage

AutoCAD SHX Text Brick Garage

AutoCAD SHX Text 2 Sty Brick #449

AutoCAD SHX Text Brick Garage

AutoCAD SHX Text 2 Sty Frame #449

AutoCAD SHX Text 2 Sty Brick #500

AutoCAD SHX Text 2 Sty Brick #514

AutoCAD SHX Text Block Garage

AutoCAD SHX Text Existing Comb Mh TO REMAIN Top=773.74 6" Inv.El.=767.84(In) 8" Inv.El.=765.64(In-SE)-TO BE 8" Inv.El.=765.44(In-NE) 8" Inv.El.=765.34(In-NE)

AutoCAD SHX Text 2 Sty Brick #432 & 430

AutoCAD SHX Text Brick Church

AutoCAD SHX Text 2 Sty Brick/ Frame #518

AutoCAD SHX Text 2 Sty Brick/ Frame #514

AutoCAD SHX Text 1 Sty 12 Sty Brick #518 Rear

AutoCAD SHX Text 2 Sty Brick #601

AutoCAD SHX Text Frame Garage

AutoCAD SHX Text 2 Sty Frame #309 & 309 12

AutoCAD SHX Text 2 Sty Frame #307 & 307 12

AutoCAD SHX Text 2 Sty Frame #301

AutoCAD SHX Text 2 Sty Frame #223

AutoCAD SHX Text 2 Sty 12 Sty Frame #221

AutoCAD SHX Text 1 Sty Brick #219

AutoCAD SHX Text 2 Sty Frame #525

AutoCAD SHX Text 1 Sty Frame #523

AutoCAD SHX Text 2 Sty Frame #521

AutoCAD SHX Text 2 Sty Frame #519

AutoCAD SHX Text 2 Sty Frame #517

AutoCAD SHX Text 2 Sty Frame #513

AutoCAD SHX Text 2 Sty Frame #507

AutoCAD SHX Text 2 Sty Frame #503

AutoCAD SHX Text 2 Sty Frame #437

AutoCAD SHX Text 2 Sty Frame #503 Rear

AutoCAD SHX Text 2 Sty Frame #427

AutoCAD SHX Text 2 Sty Brick #432

AutoCAD SHX Text Frame Garage

AutoCAD SHX Text 2 Sty Brick #515

AutoCAD SHX Text Brick Garage

AutoCAD SHX Text 2 Sty 12 Sty Brick #208 & 210

AutoCAD SHX Text 2 Sty 12 Sty Frame #207 & 209

AutoCAD SHX Text Concrete Driveway

AutoCAD SHX Text Gravel Driveway

AutoCAD SHX Text Concrete Driveway

AutoCAD SHX Text Gravel

AutoCAD SHX Text Asphalt Parking Lot

AutoCAD SHX Text Concrete Driveway

AutoCAD SHX Text Asphalt Drive

AutoCAD SHX Text Gravel Lot

AutoCAD SHX Text Concrete Lot

AutoCAD SHX Text Asphalt Lot

AutoCAD SHX Text Gravel Lot

AutoCAD SHX Text Gravel Driveway

AutoCAD SHX Text Gravel Lot

AutoCAD SHX Text Concrete Lot

AutoCAD SHX Text Asphalt Lot

AutoCAD SHX Text Concrete

AutoCAD SHX Text Gravel Driveway

AutoCAD SHX Text Asphalt Lot

AutoCAD SHX Text Playground

AutoCAD SHX Text Concrete

AutoCAD SHX Text Concrete Sidewalk

AutoCAD SHX Text Concrete Driveway

AutoCAD SHX Text Conc. Driveway

AutoCAD SHX Text San Mh Top=773.30 8" Inv.El.=761.28(In) 8" Inv.El.=761.36(Out)

AutoCAD SHX Text Lawn

AutoCAD SHX Text R/W

AutoCAD SHX Text Lawn

AutoCAD SHX Text R/W

AutoCAD SHX Text Landscaping

AutoCAD SHX Text Concrete

AutoCAD SHX Text Concrete Driveway

AutoCAD SHX Text Concrete Sidewalk

AutoCAD SHX Text Conc. Sidewalk

AutoCAD SHX Text Edge Asphalt

AutoCAD SHX Text

12" VCP

AutoCAD SHX Text Edge of Creek

AutoCAD SHX Text

18" PVC @1.43%

AutoCAD SHX Text San Mh Top=770.90 12" Inv.El.=762.30(In) 12" Inv.El.=762.05(Out)

AutoCAD SHX Text To ALCOSAN Sanitary Interceptor

AutoCAD SHX Text Top of Bank/ FEMA Floodway

AutoCAD SHX Text Existing Storm Inlet Top=773.24 6" Inv.El.=770.89(Out)

AutoCAD SHX Text Existing Storm Inlet Top=773.18 8" Inv.El.=772.18(Out)

AutoCAD SHX Text Existing Storm Inlet Top=771.99 10" Inv.El.=770.62(Out)-TO BE

AutoCAD SHX Text Existing Storm Manhole TO REMAIN Top=772.60 10" Inv.El.=767.07(In)-TO BE REMOVED 18" Inv.El.=766.32(In)-TO REMAIN 18" Inv.El.=766.25(Out)-TO REMAIN

AutoCAD SHX Text Existing Storm Inlet Top=771.91 10" Inv.El.=769.96(Out)-TO BE

AutoCAD SHX Text Existing Storm Manhole TO REMAIN Top=773.12 18" Inv.El.=763.74(In) 18" Inv.El.=762.15(Out)-TO BE REMOVED

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

AutoCAD SHX Text S:\Active Clients\467 Borough Of Carnegie\467-95 Irishtown Sewer\Dwg\C467-95-001.dwg 9/2/2025 11:13 AM Plotted By: Travis Spiaggi 9/2/2025 11:13 AM Plotted By: Travis Spiaggi9/2/2025 11:13 AM Plotted By: Travis Spiaggi Plotted By: Travis SpiaggiTravis Spiaggi

AutoCAD SHX Text

DAVID ALAN COLDREN, JR.

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text

REGISTERED

AutoCAD SHX Text

PE 060629-E

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text W

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text Y

AutoCAD SHX Text S

AutoCAD SHX Text N

AutoCAD SHX Text H

AutoCAD SHX Text T

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text V

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text N

0+00 1+00 2+00 3+00 4+00 5+00 5+25

CB-1

A N

D R

C E

U G

A N

D S

D C

O M

W / N

O N

-S H

K G

R O

U T.

E L.

(O U

R M

9±

E L.

(IN

E L.

(O U

A N

D R

C E

U G

A N

D S

D C

O M

W / N

O N

-S H

K G

R O

U T.

E L.

(IN

E L.

(O U

R M

8±

E L.

(IN

E L.

(O U

T)TO

-T O

B E

D -T

O R

-T

O R

A N

D R

C E -T

O B

E R

E L.

(IN

E L.

(O U

CB-2

R M

0±

E L.

(IN

-N

(IN

-S E)

E L.

(O U

CB-3 CB-4 CB-5 CB-6

148.5 L.F.12.3 L.F. 151.0 L.F. 30.0 L.F. 115.9 L.F. 31.0 L.F.

25.7 L.F. @ 0.55%

15" HDPE

110.9 L.F. @ 0.52%

15" HDPE

25.0 L.F. @ 0.56%

15" HDPE

146.0 L.F. @ 0.51%

15" HDPE143.5 L.F. @ 0.53%

15" HDPE6.8 L.F. @ 0.74%

15" HDPE

0+00 0+60

-T O

B E

C A

A N

D F

D W

N O

N -S

H R

G R

O U

U T)

C O

A C

T O

C O

R U

C T

E D

-W

N N

D O

D W

W / R

-5 R

A P

C H

A N

(9 'X

A T

E L.

U T)

3- R

C -1

37.3 L.F.

35 LF 18" PVC @ 1.39%

0+00 0+60

CB-7

R M

8±

E L.

(O U

CB-2

R M

0±

E L.

(IN

-N

(IN

-S E)

E L.

(O U

19.6 L.F. @ 0.61%

15" HDPE

25.7 L.F.

#5 @12" ALL WALLS

#4 @9" ALL WALLS

8" CAP

AUTOMATIC DRAINAGE GATE

SALVAGED FROM EXISTING

CARNEGIE MH #4

1" MASTIC BETWEEN

PIPE AND CONCRETE

NEW 8"VCP

5" CL., ALL WALLS

2'-0"

CONCRETE SEALED

GUTTER

1:2 1:2

4'-0" 10"

4' -0

P R

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.

C am pb el ls R un R oa d

Pi tts bu rg h, P

Ph on e:

Fa x:

.0 in fo kl he ng in ee rs

.c om

K L H

E N

E E R

ITEMS IDENTIFIED WITH UPPER CASE TEXT ARE PROPOSED.

NOTE:

467-95

H T

O W

N S

E W

E R

S E

P A

R A

N P

R O

T C

O N

T R

A C

T N

O . 2

G H

E N

Y C

O U

N T

Y , P

E N

N S

A N

O R

O U

G H

O F

C A

R N

E G

D ra w n B y:

D at e

Is su ed F or D at e

R ev is io ns

R el ea se F or B id

20' 40'020' 10' 0 10' 20'

PROFILE C2-A

HORIZONTAL SCALE: 1"=20'

VERTICAL SCALE: 1"=10'

D A

C M

N B

M N

PROFILE C2-B

HORIZONTAL SCALE: 1"=20'

VERTICAL SCALE: 1"=10'

PROFILE C2-C

HORIZONTAL SCALE: 1"=20'

VERTICAL SCALE: 1"=10'

POC C-44A DETAIL

N.T.S.

AutoCAD SHX Text Existing Storm Inlet Top=773.24 6" Inv.El.=770.89(Out)

AutoCAD SHX Text Existing Storm Inlet Top=773.18 8" Inv.El.=772.18(Out)

AutoCAD SHX Text Existing Storm Manhole TO REMAIN Top=772.60 10" Inv.El.=767.07(In)-TO BE REMOVED 18" Inv.El.=766.32(In)-TO REMAIN 18" Inv.El.=766.25(Out)-TO REMAIN

AutoCAD SHX Text Existing Storm Inlet Top=771.99 10" Inv.El.=770.62(Out)-TO BE

AutoCAD SHX Text Existing Grade

AutoCAD SHX Text Existing Storm Manhole TO REMAIN Top=773.12 18" Inv.El.=763.74(In) 18" Inv.El.=762.15(Out)-TO BE

AutoCAD SHX Text Existing Grade

AutoCAD SHX Text Existing 18" Pipe

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

AutoCAD SHX Text S:\Active Clients\467 Borough Of Carnegie\467-95 Irishtown Sewer\Dwg\C467-95-002.dwg 8/25/2025 3:26 PM Plotted By: Travis Spiaggi 8/25/2025 3:26 PM Plotted By: Travis Spiaggi8/25/2025 3:26 PM Plotted By: Travis Spiaggi Plotted By: Travis SpiaggiTravis Spiaggi

AutoCAD SHX Text

DAVID ALAN COLDREN, JR.

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text

REGISTERED

AutoCAD SHX Text

PE 060629-E

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text W

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text Y

AutoCAD SHX Text S

AutoCAD SHX Text N

AutoCAD SHX Text H

AutoCAD SHX Text T

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text V

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text N

DUCTILE IRON PIPE AND REINFORCED CONCRETE

CULVERT PIPE ON ROCK TRENCH BOTTOM. TRENCH

2B CRUSHED STONE OR

CRUSHED GRAVEL.

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 2-001A

DETAIL 2-001B

DETAIL 2-001C

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 2019 Standard Detail SD-2-001

5173 Campbells Run Road

KLH ENGINEERS, INC.

Pittsburgh, PA 15205

TRENCH PIPE ZONE DETAIL

1B CRUSHED STONE OR

CRUSHED GRAVEL WITH

REPRESENTATIVE.

APPROVAL BY THE OWNERS

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.

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 2-002 B

TYPICAL CONCRETE ENCASEMENT

DETAIL 2-002 C

SPECIAL BACKFILL

DETAIL 2-002 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 2019 Standard Detail SD-2-002

5173 Campbells Run Road

KLH ENGINEERS, INC.

Pittsburgh, PA 15205

TRENCH DETAILS

GRADE

CRUSHED GRAVEL WITH

1B CRUSHED STONE OR

MAXIMUM SIZE ROCKS- 3"

MECHANICALLY COMPACTED

SELECTED EXCAVATED MATERIAL

CRUSHED GRAVEL.

2B CRUSHED STONE OR

REPRESENTATIVE.

APPROVAL BY THE OWNERS

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

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 January 2019 Standard Detail SD-2-003

5173 Campbells Run Road

KLH ENGINEERS, INC.

Pittsburgh, PA 15205 WATER AND SEWER PIPES

DESIRED DISTANCES

BETWEEN

STORM OR

SANITARY SEWER

VERTICAL SEPARATION

18" MINIMUM

WATER MAIN

WHEN HORIZONTAL

SEPARATION IS

LESS THAN 10'

NOTE:

DURING COLD WEATHER WHEN SUPERPAVE MATERIAL IS NOT AVAILABLE FROM THE

ASPHALT PLANTS, OR IF DIRECTED BY THE ENGINEER, THE TRENCH SHALL BE BACKFILLED WITH BEDDING MATERIAL TO AN ELEVATION WITHIN 3" OF THE ROAD SURFACE. THE TRENCH SHALL THEN BE SURFACED WITH A TEMPORARY PATCH OF COLD PATCH MATERIAL. AS SOON AS THE ASPHALT PLANTS OPEN IN THE SPRING, THE CONTRACTOR SHALL REMOVE THE COLD PATCH MATERIAL AND SAW-CUT THE REQUIRED BENCHES AND THE SUPERPAVE MATERIAL SHALL THEN BE PLACED AND SEALED. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE ON THE TEMPORARY PATCH AND SHALL

KEEP A SMOOTH RIDING SURFACE ON THE STREET.

1.5" OF 9.5 MM OF SUPERPAVE

BITUMINOUS WEARING MATERIAL,

COMPACTED

12"

MIN.

SEAL ALL JOINTS WITH

EITHER J1 OR BM-1

MATERIAL AND SAND

(MIN. 12" WIDE, TYP.)

Not to scale January 2022 Standard Detail SD-2-066

5173 Campbells Run Road

KLH ENGINEERS, INC.

Pittsburgh, PA 15205 STREET OR ROADWAY

TYPICAL DETAIL FOR

REPAIR OF PAVED

OPENING

Existing Street Surface

BACKFILLING REQUIREMENTS

REMOVE ALL MATERIAL EXCAVATED

FROM TRENCH AND REPLACE WITH

"2A" STONE

PIPE ZONE BACKFILL &

CONFIGURATION PER

STANDARD DETAIL SD-2-002

PATCH SHALL BE CUT BACK

A MINIMUM OF 12" FROM

EACH EDGE OF THE TRENCH

TO PROVIDE A FIRM BENCH

FOR THE EDGES OF THE PATCH

12"

BENCH

12"

BENCH

12" MIN.

5" OF 25 MM SUPERPAVE

BASE COURSE

NOTE:

REFERENCE SUPERPAVE PER

PA DOT SECTION 409, MIXTURE

& DESIGN STANDARDS

NOTE:

2 1/2" OF 19 MM SUPERPAVE

BINDER COURSE

12" PIPE O.D. 12"

O .D

U M

BELL HOLES SHALL BE EXCAVATED TO ASSURE

CONTINUOUS PIPE BARREL SUPPORT FOR FULL

LENGTH OF PIPE SECTIONS. TRENCH SIDEWALLS

SHALL BE PLUMB WITHIN PIPE ZONE.

DUCTILE IRON AND REINFORCED CONCRETE

PIPE ON NON-ROCK TRENCH BOTTOMS

TOP OF THE TRENCH SHALL BE

GRADED TO ELEVATIONS AND

SLOPES COMPATIBLE WITH

ADJACENT GROUND

SELECTED GRANULAR

MATERIAL - 2RC

MECHANICALLY

COMPACTED

SELECTED GRANULAR

MATERIAL - "2B" OR

FINE AGGREGATE

MATERIAL AS

PER SECTION 703.1

OF PUBLICATION

408 LATEST EDITION

Not to scale January 2019 Standard Detail SD-2-070

5173 Campbells Run Road

KLH ENGINEERS, INC.

Pittsburgh, PA 15205 OF SHOULDER AREA

TYPICAL TRENCH DETAIL

WITHIN 3 FEET

WITHIN RIGHT-OF-WAY

BED PIPE WITH 6" OF "2B"

STONE REGARDLESS OF

BOTTOM CONDITION

57 1/4"

48 1/4"

CONCRETE TOP UNIT

(OPTIONAL)

INLET BOX

NOTE:

CONSTRUCT IN ACCORDANCE WITH THE REQUIREMENTS OF

PUBLICATION 408, SECTION 605, FOR INLET ASSEMBLIES.

PLAN VIEW

Not to scale January 2019 Standard Detail SD-2-083

5173 Campbells Run Road

KLH ENGINEERS, INC.

Pittsburgh, PA 15205

PA D.O.T. TYPE 'M' INLET

BICYCLE SAFE

CAST IRON GRATE

CAST IRON TYPE 'M' FRAME

INSTALL WITH CONSEAL

BITUMASTIC SEALER BETWEEN

FRAME AND INLET BOX.

GRADE ADJUSTMENT RING

SHALL BE PRECAST

CONCRETE OR MASONRY

Not to scale January 2019 Standard Detail SD-2-079

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)

Not to scale January 2019 Standard Detail SD-2-069

5173 Campbells Run Road

KLH ENGINEERS, INC.

Pittsburgh, PA 15205 OR STREET BERMS

TRENCH BACKFILL

WITHIN ROADWAY

ROADWAY OR STREET (DISTANCE C) THE

AND PREVAILING TEMPERATURES AT TIME OF

SQUARE YARD DEPENDING UPON LOCATION

AT A RATE OF 0.2 TO 0.5 GALLONS PER

APPLICATION OF RT-2W BITUMINOUS MATERIAL

SHALL BE RESTORED FOR ITS ENTIRE WIDTH BY

WHERE THE BERM IS NOT PLANTED OR PAVED IT

MECHANICALLY COMPACTED IN 6" LAYERS.

SHALL BE 2-A LIMESTONE MATERIAL

ZONE A (THE TOP 18" OF THE TRENCH)

IN 6" LAYERS. BACKFILL MATERIAL PLACED IN

LARGER THAN 3" AND MECHANICALLY COMPACTED

MATERIAL FROM THE TRENCH, FREE OF ROCKS

PLACED IN ZONE B SHALL BE EXCAVATED

THE PAVED ROADWAY (DISTANCE C) BACKFILL

GREATER THAN 3 FT. FROM THE EDGE OF

WHERE THE TOP OF THE PIPE TRENCH IS

COMPACTED IN 6" LAYERS.

LIMESTONE MATERIAL MECHANICALLY

ZONES A AND B SHALL CONSIST OF 2-A

ZONE, THAT IS THE BACKFILL PLACED IN

ENTIRE TRENCH BACKFILL ABOVE THE PIPE

WITHIN PIPE ZONE

SEE DETAIL OF BACKFILL

APPLICATION.

WITHIN 3 FT. OF THE EDGE OF THE PAVED

WHERE THE TOP OF THE PIPE TRENCH IS

KIND WHEN BERM IS PAVED

SAW-CUT AND REPLACE IN

ZONE B

ZONE A 18

MIN.

12"

EDGE OF EXISTING PAVEMENT

Order No.

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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-2-090

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

STANDARD CONSTRUCTION DETAIL #6-3

RIPRAP CHANNEL

Not to scale November 2021 Standard Detail SD-3-001

5173 Campbells Run Road

KLH ENGINEERS, INC.

Pittsburgh, PA 15205

CONCRETE AND REINFORCING

STEEL NOTES

ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE BUILDING CODE, ACI 318 (LATEST REVISION)

EXCEPT AS OTHERWISE NOTED ON THE DRAWINGS OR SPECIFICATIONS HEREAFTER.

SIZE AND SPACING OF REINFORCING IS NOTED AS FOLLOWS:

#4 @ 6"

(BAR SIZE) (SPACING)

KEYWAYS SHALL BE PROVIDED AT ALL CONSTRUCTION JOINTS IN ACCORDANCE WITH SD-3-003, UNLESS OTHERWISE NOTED. ALL KEYWAYS SHALL BE TYPE A. MINIMUM 1/8" x 6" STEEL OR PVC WATER STOPS SHALL BE PROVIDED IN ANY CONSTRUCTION JOINT BELOW THE LIQUID LEVEL FOR LIQUID CONTAINING OR LIQUID CONVEYING STRUCTURES AND BELOW GROUND WATER OR FLOOD LEVEL FOR ALL EXTERIOR BASEMENT AND TUNNEL WALLS. BUTTING OR LAPPING JOINTS OF PLATES SHALL BE CONTINUOUSLY WELDED AT POINT OF JOINTURE TO PROVIDE A CONTINUOUS WATER STOP FOR ITS ENTIRE LENGTH.

STRESS STEEL IS ALWAYS SHOWN NEXT TO THE SURFACE AND SHOULD BE PLACED WITH THE MINIMUM CONCRETE COVER IN

ACCORDANCE WITH ACI 318 (LATEST REVISION) OR AS FOLLOWS:

(A) CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ___ 3" MINIMUM COVER

(B) FORMED CONCRETE EXPOSED TO EARTH, WATER OR WEATHER:

ALL BARS _________________________________________ 2" MINIMUM COVER

SLABS AND WALLS ____________________________________________ 3/4" MINIMUM COVER

BEAMS, GIRDERS, COLUMNS ____________________________________ 1 1/2" MINIMUM COVER

ALL SPLICES IN REINFORCING SHALL CONFORM TO THE FOLLOWING TABLE AND THE REQUIREMENTS OF ACI 318 (LATEST REVISION).

MINIMUM SPLICE LENGTH MINIMUM SPLICE LENGTH

BAR SIZE BEAM, SLABS, AND WALLS COLUMNS

(A) TOP BAR SPLICE LENGTH TO BE 1.4 TIMES THOSE GIVEN.

(B) IF SPLICES OCCUR AT THE POINT OF MAXIMUM STRESS THEY MUST BE STAGGERED.

ALL HOOKS AND BENDS SHALL CONFORM TO ACI CODE 318 (LATEST REVISION) AS SHOWN IN ITS "MANUAL OF STANDARD PRACTICE FOR

DETAILING REINFORCED CONCRETE STRUCTURES" (LATEST REVISION).

UNLESS OTHERWISE INDICATED ON THE DRAWINGS, THE CORNERS OF ALL OPENINGS IN CONCRETE WALLS OR SLABS SHALL BE REINFORCED WITH #6 x 5'- 0" LONG BARS PLACED DIAGONALLY TO EACH CORNER OF THE OPENING. ROUND OPENINGS SHALL BE REINFORCED WITH #6 BARS BENT TO CONFORM TO THE SHAPE OF THE OPENING. FOR SLABS OR WALLS LESS THAN 8" THICK, SUCH REINFORCING SHALL CONSIST OF ONE BAR AND FOR SLABS OR WALLS 8" OR GREATER IN THICKNESS, REINFORCING SHALL CONSIST OF BARS ON EACH FACE.

UNLESS OTHERWISE DETAILED, SLABS ON GRADE SHALL BE REINFORCED WITH 6" x 6" - W2.9 x W2.9, WELDED WIRE FABRIC AND #4 x 3'-0" AT 12". PERIMETER BARS SHALL BE INSTALLED IN THE SLAB PERPENDICULAR TO ALL DISCONTINUOUS EDGES.

ALL EXPOSED EDGES OF CONCRETE WALLS SHALL BE BEVELED 3/4" UNLESS OTHERWISE NOTED.

CONSTRUCTION JOINTS SHALL BE LOCATED AS SHOWN ON THE DRAWINGS. ADDITIONAL JOINTS SHALL BE INSTALLED, HOWEVER, AS

NECESSARY TO MEET THE FOLLOWING REQUIREMENTS:

MAXIMUM DIMENSION

OF POUR

(A) WALL WITH STRAIGHT RUNS GREATER THAN 20'-0"

(B) SLABS ON GRADE (12" OR GREATER)

(D) SLABS SUPPORTED ON BEAMS OR WALLS

10.

25" 15" #5 31" 19" #6 38" 23" #7 54" 27" #8 62" 36" #9 75" 44" #10 95" 56" #11 117" 69"

30'-0" 50'-0" 20'-0" 20'-0"

EQUIPMENT PADS SHALL BE DOWELED INTO CONCRETE FLOOR SLABS WITH ONE #6 DOWEL FOR EVERY SQUARE FOOT OF PAD SURFACE.11.

MINIMUM HORIZONTAL PAD REINFORCING SHALL BE #4 @ 12", TOP, EACH WAY.

Order No.

D es ig ne d B y:

C he ck ed B y:

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Sheet No.

C am pb el ls R un R oa d

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AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

RIPRAP

AutoCAD SHX Text Z1

AutoCAD SHX Text

AutoCAD SHX Text Z2

AutoCAD SHX Text

FILTER STONE OR GEOTEXTILE UNDERLAYMENT

AutoCAD SHX Text

(LOOKING DOWNSTREAM)

AutoCAD SHX Text

CHANNEL CROSS-SECTION

AutoCAD SHX Text NOTES: 1. FILTER STONE UNDERLAYMENT FOR BED SLOPES > 0.10 FT/FT (10 %) SHALL BE USED. FILTER STONE UNDERLAYMENT FOR BED SLOPES > 0.10 FT/FT (10 %) SHALL BE USED. > 0.10 FT/FT (10 %) SHALL BE USED. 0.10 FT/FT (10 %) SHALL BE USED. 2. CHANNEL DIMENSIONS ARE FOR THE COMPLETED CHANNEL AFTER ROCK PLACEMENT. CHANNEL DIMENSIONS ARE FOR THE COMPLETED CHANNEL AFTER ROCK PLACEMENT. DIMENSIONS ARE FOR THE COMPLETED CHANNEL AFTER ROCK PLACEMENT. DIMENSIONS ARE FOR THE COMPLETED CHANNEL AFTER ROCK PLACEMENT. ARE FOR THE COMPLETED CHANNEL AFTER ROCK PLACEMENT. ARE FOR THE COMPLETED CHANNEL AFTER ROCK PLACEMENT. FOR THE COMPLETED CHANNEL AFTER ROCK PLACEMENT. FOR THE COMPLETED CHANNEL AFTER ROCK PLACEMENT. THE COMPLETED CHANNEL AFTER ROCK PLACEMENT. THE COMPLETED CHANNEL AFTER ROCK PLACEMENT. COMPLETED CHANNEL AFTER ROCK PLACEMENT. COMPLETED CHANNEL AFTER ROCK PLACEMENT. CHANNEL AFTER ROCK PLACEMENT. CHANNEL AFTER ROCK PLACEMENT. AFTER ROCK PLACEMENT. AFTER ROCK PLACEMENT. ROCK PLACEMENT. ROCK PLACEMENT. PLACEMENT. PLACEMENT. CHANNEL MUST BE OVER-EXCAVATED A SUFFICIENT AMOUNT TO ALLOW FOR THE VOLUME MUST BE OVER-EXCAVATED A SUFFICIENT AMOUNT TO ALLOW FOR THE VOLUME MUST BE OVER-EXCAVATED A SUFFICIENT AMOUNT TO ALLOW FOR THE VOLUME BE OVER-EXCAVATED A SUFFICIENT AMOUNT TO ALLOW FOR THE VOLUME BE OVER-EXCAVATED A SUFFICIENT AMOUNT TO ALLOW FOR THE VOLUME OVER-EXCAVATED A SUFFICIENT AMOUNT TO ALLOW FOR THE VOLUME OVER-EXCAVATED A SUFFICIENT AMOUNT TO ALLOW FOR THE VOLUME A SUFFICIENT AMOUNT TO ALLOW FOR THE VOLUME A SUFFICIENT AMOUNT TO ALLOW FOR THE VOLUME SUFFICIENT AMOUNT TO ALLOW FOR THE VOLUME SUFFICIENT AMOUNT TO ALLOW FOR THE VOLUME AMOUNT TO ALLOW FOR THE VOLUME AMOUNT TO ALLOW FOR THE VOLUME TO ALLOW FOR THE VOLUME TO ALLOW FOR THE VOLUME ALLOW FOR THE VOLUME ALLOW FOR THE VOLUME FOR THE VOLUME FOR THE VOLUME THE VOLUME THE VOLUME VOLUME VOLUME OF ROCK PLACED WITHIN THE CHANNEL WHILE PROVIDING THE SPECIFIED FINISHED ROCK PLACED WITHIN THE CHANNEL WHILE PROVIDING THE SPECIFIED FINISHED ROCK PLACED WITHIN THE CHANNEL WHILE PROVIDING THE SPECIFIED FINISHED PLACED WITHIN THE CHANNEL WHILE PROVIDING THE SPECIFIED FINISHED PLACED WITHIN THE CHANNEL WHILE PROVIDING THE SPECIFIED FINISHED WITHIN THE CHANNEL WHILE PROVIDING THE SPECIFIED FINISHED WITHIN THE CHANNEL WHILE PROVIDING THE SPECIFIED FINISHED THE CHANNEL WHILE PROVIDING THE SPECIFIED FINISHED THE CHANNEL WHILE PROVIDING THE SPECIFIED FINISHED CHANNEL WHILE PROVIDING THE SPECIFIED FINISHED CHANNEL WHILE PROVIDING THE SPECIFIED FINISHED WHILE PROVIDING THE SPECIFIED FINISHED WHILE PROVIDING THE SPECIFIED FINISHED PROVIDING THE SPECIFIED FINISHED PROVIDING THE SPECIFIED FINISHED THE SPECIFIED FINISHED THE SPECIFIED FINISHED SPECIFIED FINISHED SPECIFIED FINISHED FINISHED FINISHED DIMENSIONS. 3. CHANNEL DIMENSIONS SHALL BE CONSTANTLY MAINTAINED. CHANNEL SHALL BE CLEANED CHANNEL DIMENSIONS SHALL BE CONSTANTLY MAINTAINED. CHANNEL SHALL BE CLEANED DIMENSIONS SHALL BE CONSTANTLY MAINTAINED. CHANNEL SHALL BE CLEANED DIMENSIONS SHALL BE CONSTANTLY MAINTAINED. CHANNEL SHALL BE CLEANED SHALL BE CONSTANTLY MAINTAINED. CHANNEL SHALL BE CLEANED SHALL BE CONSTANTLY MAINTAINED. CHANNEL SHALL BE CLEANED BE CONSTANTLY MAINTAINED. CHANNEL SHALL BE CLEANED BE CONSTANTLY MAINTAINED. CHANNEL SHALL BE CLEANED CONSTANTLY MAINTAINED. CHANNEL SHALL BE CLEANED CONSTANTLY MAINTAINED. CHANNEL SHALL BE CLEANED MAINTAINED. CHANNEL SHALL BE CLEANED MAINTAINED. CHANNEL SHALL BE CLEANED CHANNEL SHALL BE CLEANED CHANNEL SHALL BE CLEANED SHALL BE CLEANED SHALL BE CLEANED BE CLEANED BE CLEANED CLEANED CLEANED WHENEVER TOTAL CHANNEL DEPTH IS REDUCED BY 25% AT ANY LOCATION. SEDIMENT TOTAL CHANNEL DEPTH IS REDUCED BY 25% AT ANY LOCATION. SEDIMENT TOTAL CHANNEL DEPTH IS REDUCED BY 25% AT ANY LOCATION. SEDIMENT CHANNEL DEPTH IS REDUCED BY 25% AT ANY LOCATION. SEDIMENT CHANNEL DEPTH IS REDUCED BY 25% AT ANY LOCATION. SEDIMENT DEPTH IS REDUCED BY 25% AT ANY LOCATION. SEDIMENT DEPTH IS REDUCED BY 25% AT ANY LOCATION. SEDIMENT IS REDUCED BY 25% AT ANY LOCATION. SEDIMENT IS REDUCED BY 25% AT ANY LOCATION. SEDIMENT REDUCED BY 25% AT ANY LOCATION. SEDIMENT REDUCED BY 25% AT ANY LOCATION. SEDIMENT BY 25% AT ANY LOCATION. SEDIMENT BY 25% AT ANY LOCATION. SEDIMENT 25% AT ANY LOCATION. SEDIMENT 25% AT ANY LOCATION. SEDIMENT AT ANY LOCATION. SEDIMENT AT ANY LOCATION. SEDIMENT ANY LOCATION. SEDIMENT ANY LOCATION. SEDIMENT LOCATION. SEDIMENT LOCATION.

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