Streets_Run_-_Construction_Plan_-_2026-05-28_(2).pdf

LIST OF PUBLIC UTILITIES

INDEX OF DRAWINGS

VICINITY MAP

SOURCE: GOOGLE MAPS

LOCATION MAP

SOURCE: GOOGLE MAPS

SCALE

3 MILE1.50

SCALE

1000 FEET5000

SITE

SITE

STREETS RUN CHANNEL REPAIR PROJECT

DEPARTMENT OF MOBILITY AND INFRASTRUCTURE

CITY OF PITTSBURGH

\\svr-pgh-data-01\Data\Client\PGH_Client\20005-004-Streets_Run_CAP\CADD\Roadway\PSE\CNTTL01.dgn 5/28/2026

DRAWN BY

CHECKED BY

PREPARED BY:

DATE:

APPROVED BY: DATE

MUNICIPAL TRAFFIC ENGINEER

CHIEF ENGINEER

ASSISTANT DIRECTOR OF PLANNING, POLICY, AND PERMITTING

DEPUTY DIRECTOR, DEPARTMENT OF MOBILITY AND INFRASTRUCTURE

DIRECTOR, DEPARTMENT OF MOBILITY AND INFRASTRUCTURE

CITY OF PITTSBURGH

TITLE SHEET

SCALE: AS NOTED

Consulting Engineers

1350PennAvenue,Suite 300,Pittsburgh, PA 15222-4211

DATE

ACCESSION NO.

CASE NO.:

ALLEGHENY COUNTY, PENNSYLVANIA

31ST WARD - CITY OF PITTSBURGH

STREETS RUN CHANNEL REPAIR PROJECT

DAVID.SCHADE@COMCAST.COM

MR. DAVID SCHADE

PITTSBURGH, PA 15238

610 EPSILON DRIVE

COMCAST CABLE

LUCIAN.CAPPETTA@AMWATER.COM

MR. LUCIAN CAPPETTA

BETHEL PARK, PA 15102

560 HORNING ROAD

PENNSYLVANIA AMERICAN WATER

VICTOR.S.WOOD@VERIZON.COM

MR. VICTOR WOOD

PITTSBURGH, PA 15212

FLOOR 2

15 EAST MONTGOMERY PLACE

VERIZON PA

JUSTIN.R.HAUPT@PEOPLES-GAS.COM

MR. JUSTIN HAUPT

MONONGAHELA, PA 15063

1291 WEST MAIN STREET

PEOPLES NATURAL GAS COMPANY

KPARISON@DUQLIGHT.COM

MS. KYLIE PARISON

PITTSBURGH, PA 15233

2825 NEW BEAVER AVENUE

DUQUESNE LIGHT COMPANY

JTEWELL@PGH20.COM

MR. JOE TEWELL

PITTSBURGH, PA 15222

1200 PENN AVENUE

PENN PLAZA I

PITTSBURGH WATER AND SEWER AUTHORITY

CITY OF PITTSBURGH

AND INFRASTRUCTURE

DEPARTMENT OF MOBILITY

POLLUTION CONTROL PLAN

EROSION AND SEDIMENT 11-18SHEETS

SECTIONS

STREAM CHANNEL CROSS 9-10SHEETS

PLAN

STREAM CHANNEL REPAIRS 8SHEET

SECTIONS

STREAM CHANNEL PLAN AND 4-7SHEETS

SUMMARY OF QUANTITIES3SHEET

GENERAL NOTES2SHEET

TITLE SHEET1SHEET

RML

KDF

MAY 2026

6/2/26

N/A

N/A

06/02/2026

CONTRACT SPECIFICATIONS

MAINTENANCE OF PROJECT AREA

NIGHT, HOLIDAY AND WEEKEND WORK

EXISTING PUBLIC FACILITIES AND UTILITIES (PA ONE-CALL)

ENVIRONMENTAL CONTROL

GENERAL NOTES

212 AND 213; CURRENT CITY OF PITTSBURGH STANDARDS FOR CONSTRUCTION.

EDITION AND SUPPLEMENTS THERETO; THE PENNSYLVANIA DEPARTMENT OF TRANSPORTATION PUBLICATION NO.

1978; THE PENNSYLVANIA DEPARTMENT OF TRANSPORTATION PUBLICATION 408/2026 SPECIFICATION, CURRENT

DATED MARCH 1962; SUPPLEMENTAL SPECIFICATIONS FOR CONCRETE PAVEMENT AND BASE COURSE DATED MARCH

CONSTRUCTION, DATED NOVEMBER 1938 AND JULY 1955 WITH SUPPLEMENTS THERETO AND REVISIONS THEREOF

THE CONTRACT DOCUMENTS; THE CITY OF PITTSBURGH STANDARD SPECIFICATIONS FOR MATERIALS AND

ALL WORK TO BE COMPLETED AND MATERIAL FURNISHED UNDER THIS CONTRACT SHALL BE IN ACCORDANCE WITH

CONTRACT AND THE JOB CLASSIFICATION.

COSTS INCURRED BY THE CITY OF PITTSBURGH EMPLOYEES AT THE RATE OF COMPENSATION DETERMINED BY THE

THE PERIODS, THE CONTRACTOR SHALL REIMBURSE THE CITY OF PITTSBURGH FOR ALL LABOR AND MATERIAL

CONTRACTOR WITH THE APPROVAL OF THE CITY. WHEN THE CONTRACTOR IS GIVEN PERMISSION TO WORK DURING

WORK DURING THE ABOVE PERIODS EXCEPT WHEN ORDERED BY THE CITY AND/OR AT THE REQUEST OF THE

NIGHT WORK, CITY OF PITTSBURGH HOLIDAYS AND WEEKEND WORK- THE CONTRACTOR SHALL NOT PERFORM ANY

CONTROL SHALL BE INCIDENTAL TO THE UNIT PRICES BID FOR THE VARIOUS CONTRACT ITEMS.

PAYMENT FOR COSTS INVOLVED IN MAINTAINING AIR POLLUTION, SOIL EROSION CONTROL, AND NOISE

OTHER THAN REGULAR WORKING HOURS OR AT SPECIFIED PERIODS ONLY.

AGENCIES HAVING JURISDICTION, CERTAIN NOISE PRODUCING WORK MAY HAVE TO BE PERFORMED DURING

NOISE UNLESS OTHERWISE STIPULATED IN THE CONTRACT SPECIFICATIONS. WHERE REQUIRED BY

INTAKE AND EXHAUST LINES. WHEREVER PRACTICAL, ELECTRICITY SHALL BE USED FOR POWER TO REDUCE

INTAKE LINES. ALL GAS OR OIL OPERATED EQUIPMENT SHALL BE EQUIPPED WITH SILENCERS OR MUFFLER

TYPE DESIGNED TO REDUCE NOISE TO A MINIMUM. COMPRESSORS SHALL BE EQUIPPED WITH SILENCERS ON

EQUIPMENT DESIGNED TO OPERATE WITH THE LEAST POSSIBLE NOISE AND WHEN GRINDING SHALL BE OF A

NOISE CAUSED BY CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL PROVIDE WORKING MACHINERY AND

NOISE CONTROL - THE CONTRACTOR SHALL USE EVERY EFFORT AND EVERY MEANS POSSIBLE TO MINIMIZE 3.

BITUMENS, CALCIUM CHLORIDE OR OTHER HARMFUL MATERIALS.

(E) TAKE SUFFICIENT PRECAUTIONS TO PREVENT POLLUTION OF STREAMS WITH FUELS, OILS,

(D) USE SOUND JUDGEMENT IN LOCATING STORAGE AREAS AND FUEL DEPOTS.

WATERSHED AREA.

(C) DO NOT EXPOSE ANY EMPLOYEES KNOWN TO HAVE SERIOUS WATER-BOURNE ILLNESS TO THE

(B) LOCATE TOILETS PROPERLY.

(A) MINIMIZE THE AMOUNT OF EXPOSED ERODIBLE EARTH.

THE CONTRACTOR SHALL EXERCISE ADDITIONAL PRECAUTIONS AS FOLLOWS:

CONTROL WATER POLLUTION.

TEMPORARY CONTROL MEASURES AS DIRECTED BY THE ENGINEER DURING THE LIFE OF THE CONTRACT TO

TEMPORARY WATER POLLUTION AND SOIL EROSION CONTROLS - THE CONTRACTOR SHALL PROVIDE 2.

APPROVED DUST CONTROL PALLIATIVES AS DIRECTED.

PROJECT. WORK AREAS CAUSING FUGITIVE DUST SHALL BE TREATED WITH CALCIUM CHLORIDE OR OTHER

DWELLINGS ARE LOCATED AND IN AREAS WHERE TRAFFIC PATTERNS MAY INTERSECT THE CONSTRUCTION

SHALL TAKE PRECAUTIONS TO MINIMIZE FUGITIVE DUST. PARTICULARLY IN AREAS WHERE OCCUPIED

NO BURNING IN ANY MANNER WILL BE PERMITTED ON THIS PROJECT. IN ADDITION, THE CONTRACTOR

OR REGULATIONS ISSUED PURSUANT TO THE CLEAN AIR ACT OF 1970.

AIR POLLUTION CONTROL - THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE STANDARDS, ORDERS, 1.

IN THE PROJECT AREA DURING THE DEVELOPMENT OF THIS PROJECT.

THE FOLLOWING CONTROLS SHALL BE ADHERED TO IN AN EFFORT TO MAINTAIN THE QUALITY OF THE ENVIRONMENT

TRIBUNALS HAVING AUTHORITY OR JURISDICTION OVER THE WORK, MATERIAL, EMPLOYEES OR CONTRACT.

ALL ORDERS OR DECREES WHICH HAVE BEEN OR MAY BE PROMULGATED OR ENACTED BY ANY LEGAL BODIES OR

ANY MANNER AFFECTING THE CONDUCT OF THE WORK OR APPLYING TO EMPLOYEES ON THE PRODUCT, AS WELL AS

AND LOCAL LAWS, ORDINANCES AND REGULATIONS CONCERNING ENVIRONMENTAL AND/OR POLLUTION CONTROLS IN

THE CONTRACTOR SHALL AT ALL TIMES OBSERVE, COMPLY WITH, AND POST AS REQUIRED, ALL FEDERAL, STATE

ITEMS OF WORK.

ACCOUNT OF SUCH OBSTRUCTIONS AND DIFFICULTIES SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE VARIOUS

ENCOUNTERED IN THE PROSECUTION OF THE WORK UNDER THIS CONTRACT AND ANY ADDITIONAL EXPENSE INCURRED ON

LINES IN THE PROJECT AREA. THE CONTRACTOR SHALL DETERMINE THE OBSTRUCTIONS AND DIFFICULTIES TO BE

VARIATIONS FOUND DURING CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE ALL UTILITY

OTHERS, THE EXISTENCE OF WHICH IS PRESENTLY UNKNOWN. THE CITY WILL NOT BE RESPONSIBLE FOR ANY

RECORDS. THEREFORE, THEIR LOCATIONS AND SIZES MUST BE CONSIDERED APPROXIMATE ONLY. THERE MAY BE

UNDERGROUND FACILITIES, STRUCTURES, AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE AS-BUILT PLANS AND

UTILITY COMPANIES, SCHEDULING WORK IN SUCH A MANNER THAT NEEDLESS CONFLICT WILL BE AVOIDED.

PRECAUTIONS TO PREVENT DAMAGE TO ALL UTILITIES. THE CONTRACTOR SHALL ARRANGE AND COOPERATE WITH

RESPECTIVE OWNERS, UNLESS OTHERWISE NOTED ON THESE PLANS. THE CONTRACTOR SHALL EXERCISE ALL

ANY OR ALL WORK REQUIRED FOR PUBLIC OR PRIVATE UTILITIES WILL BE DONE BY AND AT THE EXPENSE OF THEIR

ALL OVERHEAD LINES, NOTIFY AND COMPLY WITH THE APPLICABLE UTILITY COMPANY'S CLEARANCE REQUIREMENTS.

PROVISIONS OF PA ACT 287 OF 1974 AS AMENDED BY ACT 187 OF 1996. THE CONTRACTOR SHALL ALSO IDENTIFY

UTILITIES, THE CONTRACTOR MUST CONTACT THE PA ONE CALL SYSTEM, INC. (1-800-242-1176) AND COMPLY WITH

THREE WORKING DAYS PRIOR TO ANY EXCAVATION OR DEMOLITION WORK IN THE VICINITY OF UNDERGROUND

PROPERTY OWNERS

Tiffany J Rouse

Tiffany J Rouse

Duquesne Light Company

Shirley H Lang

John E & Helen E Dominici

Kevin Boory

CMC Diversified Holdings LLC

John R & Anna Lewis

Richard H & Audrey S Grieser

Hays Land Company

PROPERTY LINES:

BOUNDARY.

BE CONSULTED IN THE EVENT OF NEEDING TO KNOW THE EXACT PLACEMENT, SIZE, AND SHAPE OF A PARCEL

REPRESENTATION OF THE PROPERTY'S LOCATION, NOT THE LEGAL DESCRIPTION. A LAND SURVEYOR SHOULD

BOUNDARY IS THE PROPERTY DEED. THE PARCEL DATA REPRESENTED SHOULD BE VIEWED AS A GRAPHICAL

PROPERTY SURVEY. ACCORDING TO PENNSYLVANIA LAW, THE LEGAL DESCRIPTION FOR A PROPERTY

THE PARCEL BOUNDARY INFORMATION SHOULD NOT BE INTERPRETED OR ACCEPTED AS AN INDIVIDUAL

THE GIS DATA OR FITNESS FOR USE OF THE INFORMATION.

MAKES NO WARRANTY WHATSOEVER, NEITHER EXPRESSED NOR IMPLIED, WITH RESPECT TO THE ACCURACY OF

PROPERTY INFORMATION WAS OBTAINED FROM ALLEGHENY COUNTY GIS DATA. THE COUNTY OF ALLEGHENY

GENERAL NOTES:

Baltimore & Ohio RR Company

John & Merlinda Heinold

TWL Integration LLC

Joseph C Balistrieri Jr

CITY OF PITTSBURGH

KEEP PROJECT AREA CLEAN TO THE SATISFACTION OF THE CITY REPRESENTATIVE DURING CONSTRUCTION.

ADDITIONAL INFORMATION IS AVAILABLE AT www.pa1call.org/PA811/Public/.

CONTRACTOR'S SERIAL NO. FOR CITY OF PITTSBURGH

MUST CONTACT THE PA ONE CALL SYSTEM, INC., PHONE 1-800-242-1776

THREE TO TEN WORKING DAYS PRIOR TO EXCAVATION BASED ON THE COMPLEXITY OF THE PROJECT, THE CONTRACTOR

Dawn M Kotuce

Angela G Swisher

Courtland L Kenley

THE ROCK RIPRAP AS INDICATED OR DIRECTED.

RIPRAP. EXCAVATE THESE AREAS, INCLUDING STREAMBED MATERIAL, TO PROVIDE THE GEOMETRY FOR

CLASS 1 EXCAVATION IS FOR EXCAVATION REQUIRED FOR AREAS DESIGNATED FOR PLACEMENT OF ROCK 8.

CONSTRUCT ITEMS AS SHOWN ON THE CONTRACT DRAWINGS AT NO ADDITIONAL COST TO THE CITY.

THE CONTRACTOR SHALL PROVIDE ALL ENGINEERING AND SURVEY SERVICES NECESSARY TO LOCATE AND 7.

STRUCTURES FOR PROPER LAYOUT OF THE ROCK RIPRAP REPAIRS.

THE CONTRACTOR IS RESPONSIBLE FOR LOCATING EXISTING TOPOGRAPHIC FEATURES AND EXISTING 6.

TOPOGRAPHIC FEATURES OR PROPOSED CONSTRUCTION FEATURE.

SURVEY HAS BEEN PERFORMED TO LOCATE OR VERIFY THE LOCATION OR ELEVATION OF ANY

EXISTING TOPOGRAPHIC FEATURES SHOWN ARE BASED ON AERIAL MAPPING ONLY. SUPPLEMENTAL FIELD 5.

STATION. ALL STATIONS ARE APPROXIMATE.

BASELINE SHOWN IS NOT A GEOMETRICALLY DEFINED BASELINE AND IS FOR GENERAL REFERENCE BY 4.

TRANSPORTATION (PENNDOT) PUBLICATION 408/2026 AND SPECIAL PROVISIONS.

PROVIDE MATERIAL AND WORKMANSHIP IN ACCORDANCE WITH THE PENNSYLVANIA DEPARTMENT OF 3.

AND EARTH EXCAVATION ACTIVITIES.

PROTECT EXISTING RESIDENTIAL STRUCTURES FROM DAMAGE, DIRT AND DEBRIS DURING CONSTRUCTION 2.

TEMPORARY REROUTING OF UTILITIES AS NEEDED.

DUE TO CONSTRUCTION OPERATIONS AND PROVIDE SUPPLEMENTAL SUPPORT FOR UTILITIES OR

SEWER, STORM SEWER, WATER, GAS AND OVERHEAD ELECTRIC LINES. PROTECT UTILITIES FROM DAMAGE

COORDINATE CONSTRUCTION ACTIVITIES WITH UTILITY COMPANIES OPERATING UNDERGROUND SANITARY 1.

CONTRACT SPECIFICATIONS

MAINTENANCE OF PROJECT AREA

NIGHT, HOLIDAY AND WEEKEND WORK

EXISTING PUBLIC FACILITIES AND UTILITIES (PA ONE-CALL)

ENVIRONMENTAL CONTROL

GENERAL NOTES

212 AND 213; CURRENT CITY OF PITTSBURGH STANDARDS FOR CONSTRUCTION.

EDITION AND SUPPLEMENTS THERETO; THE PENNSYLVANIA DEPARTMENT OF TRANSPORTATION PUBLICATION NO.

1978; THE PENNSYLVANIA DEPARTMENT OF TRANSPORTATION PUBLICATION 408/2026 SPECIFICATION, CURRENT

DATED MARCH 1962; SUPPLEMENTAL SPECIFICATIONS FOR CONCRETE PAVEMENT AND BASE COURSE DATED MARCH

CONSTRUCTION, DATED NOVEMBER 1938 AND JULY 1955 WITH SUPPLEMENTS THERETO AND REVISIONS THEREOF

THE CONTRACT DOCUMENTS; THE CITY OF PITTSBURGH STANDARD SPECIFICATIONS FOR MATERIALS AND

ALL WORK TO BE COMPLETED AND MATERIAL FURNISHED UNDER THIS CONTRACT SHALL BE IN ACCORDANCE WITH

CONTRACT AND THE JOB CLASSIFICATION.

COSTS INCURRED BY THE CITY OF PITTSBURGH EMPLOYEES AT THE RATE OF COMPENSATION DETERMINED BY THE

THE PERIODS, THE CONTRACTOR SHALL REIMBURSE THE CITY OF PITTSBURGH FOR ALL LABOR AND MATERIAL

CONTRACTOR WITH THE APPROVAL OF THE CITY. WHEN THE CONTRACTOR IS GIVEN PERMISSION TO WORK DURING

WORK DURING THE ABOVE PERIODS EXCEPT WHEN ORDERED BY THE CITY AND/OR AT THE REQUEST OF THE

NIGHT WORK, CITY OF PITTSBURGH HOLIDAYS AND WEEKEND WORK- THE CONTRACTOR SHALL NOT PERFORM ANY

CONTROL SHALL BE INCIDENTAL TO THE UNIT PRICES BID FOR THE VARIOUS CONTRACT ITEMS.

PAYMENT FOR COSTS INVOLVED IN MAINTAINING AIR POLLUTION, SOIL EROSION CONTROL, AND NOISE

OTHER THAN REGULAR WORKING HOURS OR AT SPECIFIED PERIODS ONLY.

AGENCIES HAVING JURISDICTION, CERTAIN NOISE PRODUCING WORK MAY HAVE TO BE PERFORMED DURING

NOISE UNLESS OTHERWISE STIPULATED IN THE CONTRACT SPECIFICATIONS. WHERE REQUIRED BY

INTAKE AND EXHAUST LINES. WHEREVER PRACTICAL, ELECTRICITY SHALL BE USED FOR POWER TO REDUCE

INTAKE LINES. ALL GAS OR OIL OPERATED EQUIPMENT SHALL BE EQUIPPED WITH SILENCERS OR MUFFLER

TYPE DESIGNED TO REDUCE NOISE TO A MINIMUM. COMPRESSORS SHALL BE EQUIPPED WITH SILENCERS ON

EQUIPMENT DESIGNED TO OPERATE WITH THE LEAST POSSIBLE NOISE AND WHEN GRINDING SHALL BE OF A

NOISE CAUSED BY CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL PROVIDE WORKING MACHINERY AND

NOISE CONTROL - THE CONTRACTOR SHALL USE EVERY EFFORT AND EVERY MEANS POSSIBLE TO MINIMIZE 3.

BITUMENS, CALCIUM CHLORIDE OR OTHER HARMFUL MATERIALS.

(E) TAKE SUFFICIENT PRECAUTIONS TO PREVENT POLLUTION OF STREAMS WITH FUELS, OILS,

(D) USE SOUND JUDGEMENT IN LOCATING STORAGE AREAS AND FUEL DEPOTS.

WATERSHED AREA.

(C) DO NOT EXPOSE ANY EMPLOYEES KNOWN TO HAVE SERIOUS WATER-BOURNE ILLNESS TO THE

(B) LOCATE TOILETS PROPERLY.

(A) MINIMIZE THE AMOUNT OF EXPOSED ERODIBLE EARTH.

THE CONTRACTOR SHALL EXERCISE ADDITIONAL PRECAUTIONS AS FOLLOWS:

CONTROL WATER POLLUTION.

TEMPORARY CONTROL MEASURES AS DIRECTED BY THE ENGINEER DURING THE LIFE OF THE CONTRACT TO

TEMPORARY WATER POLLUTION AND SOIL EROSION CONTROLS - THE CONTRACTOR SHALL PROVIDE 2.

APPROVED DUST CONTROL PALLIATIVES AS DIRECTED.

PROJECT. WORK AREAS CAUSING FUGITIVE DUST SHALL BE TREATED WITH CALCIUM CHLORIDE OR OTHER

DWELLINGS ARE LOCATED AND IN AREAS WHERE TRAFFIC PATTERNS MAY INTERSECT THE CONSTRUCTION

SHALL TAKE PRECAUTIONS TO MINIMIZE FUGITIVE DUST. PARTICULARLY IN AREAS WHERE OCCUPIED

NO BURNING IN ANY MANNER WILL BE PERMITTED ON THIS PROJECT. IN ADDITION, THE CONTRACTOR

OR REGULATIONS ISSUED PURSUANT TO THE CLEAN AIR ACT OF 1970.

AIR POLLUTION CONTROL - THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE STANDARDS, ORDERS, 1.

IN THE PROJECT AREA DURING THE DEVELOPMENT OF THIS PROJECT.

THE FOLLOWING CONTROLS SHALL BE ADHERED TO IN AN EFFORT TO MAINTAIN THE QUALITY OF THE ENVIRONMENT

TRIBUNALS HAVING AUTHORITY OR JURISDICTION OVER THE WORK, MATERIAL, EMPLOYEES OR CONTRACT.

ALL ORDERS OR DECREES WHICH HAVE BEEN OR MAY BE PROMULGATED OR ENACTED BY ANY LEGAL BODIES OR

ANY MANNER AFFECTING THE CONDUCT OF THE WORK OR APPLYING TO EMPLOYEES ON THE PRODUCT, AS WELL AS

AND LOCAL LAWS, ORDINANCES AND REGULATIONS CONCERNING ENVIRONMENTAL AND/OR POLLUTION CONTROLS IN

THE CONTRACTOR SHALL AT ALL TIMES OBSERVE, COMPLY WITH, AND POST AS REQUIRED, ALL FEDERAL, STATE

ITEMS OF WORK.

ACCOUNT OF SUCH OBSTRUCTIONS AND DIFFICULTIES SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE VARIOUS

ENCOUNTERED IN THE PROSECUTION OF THE WORK UNDER THIS CONTRACT AND ANY ADDITIONAL EXPENSE INCURRED ON

LINES IN THE PROJECT AREA. THE CONTRACTOR SHALL DETERMINE THE OBSTRUCTIONS AND DIFFICULTIES TO BE

VARIATIONS FOUND DURING CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE ALL UTILITY

OTHERS, THE EXISTENCE OF WHICH IS PRESENTLY UNKNOWN. THE CITY WILL NOT BE RESPONSIBLE FOR ANY

RECORDS. THEREFORE, THEIR LOCATIONS AND SIZES MUST BE CONSIDERED APPROXIMATE ONLY. THERE MAY BE

UNDERGROUND FACILITIES, STRUCTURES, AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE AS-BUILT PLANS AND

UTILITY COMPANIES, SCHEDULING WORK IN SUCH A MANNER THAT NEEDLESS CONFLICT WILL BE AVOIDED.

PRECAUTIONS TO PREVENT DAMAGE TO ALL UTILITIES. THE CONTRACTOR SHALL ARRANGE AND COOPERATE WITH

RESPECTIVE OWNERS, UNLESS OTHERWISE NOTED ON THESE PLANS. THE CONTRACTOR SHALL EXERCISE ALL

ANY OR ALL WORK REQUIRED FOR PUBLIC OR PRIVATE UTILITIES WILL BE DONE BY AND AT THE EXPENSE OF THEIR

ALL OVERHEAD LINES, NOTIFY AND COMPLY WITH THE APPLICABLE UTILITY COMPANY'S CLEARANCE REQUIREMENTS.

PROVISIONS OF PA ACT 287 OF 1974 AS AMENDED BY ACT 187 OF 1996. THE CONTRACTOR SHALL ALSO IDENTIFY

UTILITIES, THE CONTRACTOR MUST CONTACT THE PA ONE CALL SYSTEM, INC. (1-800-242-1176) AND COMPLY WITH

THREE WORKING DAYS PRIOR TO ANY EXCAVATION OR DEMOLITION WORK IN THE VICINITY OF UNDERGROUND

PROPERTY OWNERS

Tiffany J Rouse

Tiffany J Rouse

Duquesne Light Company

Shirley H Lang

John E & Helen E Dominici

Kevin Boory

CMC Diversified Holdings LLC

John R & Anna Lewis

Richard H & Audrey S Grieser

Hays Land Company

PROPERTY LINES:

BOUNDARY.

BE CONSULTED IN THE EVENT OF NEEDING TO KNOW THE EXACT PLACEMENT, SIZE, AND SHAPE OF A PARCEL

REPRESENTATION OF THE PROPERTY'S LOCATION, NOT THE LEGAL DESCRIPTION. A LAND SURVEYOR SHOULD

BOUNDARY IS THE PROPERTY DEED. THE PARCEL DATA REPRESENTED SHOULD BE VIEWED AS A GRAPHICAL

PROPERTY SURVEY. ACCORDING TO PENNSYLVANIA LAW, THE LEGAL DESCRIPTION FOR A PROPERTY

THE PARCEL BOUNDARY INFORMATION SHOULD NOT BE INTERPRETED OR ACCEPTED AS AN INDIVIDUAL

THE GIS DATA OR FITNESS FOR USE OF THE INFORMATION.

MAKES NO WARRANTY WHATSOEVER, NEITHER EXPRESSED NOR IMPLIED, WITH RESPECT TO THE ACCURACY OF

PROPERTY INFORMATION WAS OBTAINED FROM ALLEGHENY COUNTY GIS DATA. THE COUNTY OF ALLEGHENY

GENERAL NOTES:

Baltimore & Ohio RR Company

John & Merlinda Heinold

TWL Integration LLC

Joseph C Balistrieri Jr

CITY OF PITTSBURGH

KEEP PROJECT AREA CLEAN TO THE SATISFACTION OF THE CITY REPRESENTATIVE DURING CONSTRUCTION.

ADDITIONAL INFORMATION IS AVAILABLE AT www.pa1call.org/PA811/Public/.

CONTRACTOR'S SERIAL NO. FOR CITY OF PITTSBURGH

MUST CONTACT THE PA ONE CALL SYSTEM, INC., PHONE 1-800-242-1776

THREE TO TEN WORKING DAYS PRIOR TO EXCAVATION BASED ON THE COMPLEXITY OF THE PROJECT, THE CONTRACTOR

Dawn M Kotuce

Angela G Swisher

Courtland L Kenley

THE ROCK RIPRAP AS INDICATED OR DIRECTED.

RIPRAP. EXCAVATE THESE AREAS, INCLUDING STREAMBED MATERIAL, TO PROVIDE THE GEOMETRY FOR

CLASS 1 EXCAVATION IS FOR EXCAVATION REQUIRED FOR AREAS DESIGNATED FOR PLACEMENT OF ROCK 8.

CONSTRUCT ITEMS AS SHOWN ON THE CONTRACT DRAWINGS AT NO ADDITIONAL COST TO THE CITY.

THE CONTRACTOR SHALL PROVIDE ALL ENGINEERING AND SURVEY SERVICES NECESSARY TO LOCATE AND 7.

STRUCTURES FOR PROPER LAYOUT OF THE ROCK RIPRAP REPAIRS.

THE CONTRACTOR IS RESPONSIBLE FOR LOCATING EXISTING TOPOGRAPHIC FEATURES AND EXISTING 6.

TOPOGRAPHIC FEATURES OR PROPOSED CONSTRUCTION FEATURE.

SURVEY HAS BEEN PERFORMED TO LOCATE OR VERIFY THE LOCATION OR ELEVATION OF ANY

EXISTING TOPOGRAPHIC FEATURES SHOWN ARE BASED ON AERIAL MAPPING ONLY. SUPPLEMENTAL FIELD 5.

STATION. ALL STATIONS ARE APPROXIMATE.

BASELINE SHOWN IS NOT A GEOMETRICALLY DEFINED BASELINE AND IS FOR GENERAL REFERENCE BY 4.

TRANSPORTATION (PENNDOT) PUBLICATION 408/2026 AND SPECIAL PROVISIONS.

PROVIDE MATERIAL AND WORKMANSHIP IN ACCORDANCE WITH THE PENNSYLVANIA DEPARTMENT OF 3.

AND EARTH EXCAVATION ACTIVITIES.

PROTECT EXISTING RESIDENTIAL STRUCTURES FROM DAMAGE, DIRT AND DEBRIS DURING CONSTRUCTION 2.

TEMPORARY REROUTING OF UTILITIES AS NEEDED.

DUE TO CONSTRUCTION OPERATIONS AND PROVIDE SUPPLEMENTAL SUPPORT FOR UTILITIES OR

SEWER, STORM SEWER, WATER, GAS AND OVERHEAD ELECTRIC LINES. PROTECT UTILITIES FROM DAMAGE

COORDINATE CONSTRUCTION ACTIVITIES WITH UTILITY COMPANIES OPERATING UNDERGROUND SANITARY 1.

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SCALE

DATE

SHEET NO. ACCESSION NO.

CASE NO.

AS NOTED

CITY OF PITTSBURGH

OF 18

AND INFRASTRUCTURE

DEPARTMENT OF MOBILITY

PREPARED BY:

Consulting Engineers

1350PennAvenue,Suite 300,Pittsburgh, PA 15222-4211

REGISTERED

No. PE079411

SEAN GREGORY MCKEEVER

STREETS RUN CHANNEL REPAIR PROJECT

MAY 2026

SUMMARY OF QUANTITIES

SUMMARY OF QUANTITIES

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SCALE

DATE

SHEET NO. ACCESSION NO.

CASE NO.

AS NOTED

CITY OF PITTSBURGH

OF 18

AND INFRASTRUCTURE

DEPARTMENT OF MOBILITY

PREPARED BY:

Consulting

SEAN GREGORY MCKEEVER

STREETS RUN CHANNEL REPAIR PROJECT

W

+10 +20 +30 +40 +50 +60 +70 +80

+90

+00 +10

+20 +30

+40

+50

+60

+70

+80

+90

Gabions

3 Sty.

Frame

C O

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A

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Mac.

Drive

2 Sty . Fra me

Wood Ret. Wall

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SCALE

DATE

SHEET NO. ACCESSION NO.

CASE NO.

AS NOTED

CITY OF PITTSBURGH

OF 18

AND INFRASTRUCTURE

DEPARTMENT OF MOBILITY

PREPARED BY:

Consulting

SEAN GREGORY MCKEEVER

STREETS RUN CHANNEL REPAIR PROJECT

MAY 2026 4

GENERAL NOTES FOR RIPRAP AND STREAM REPAIRS

SCALE

20100

IN EXISTING SCOUR HOLE

PLACE ROCK, CLASS R-7 AT SCOUR HOLE

ROCK, CLASS R-6

PLACE GROUTED

GRAVEL BAR

REMOVE

STREAM CHANNEL PLAN AND NOTES

CLASS R-7

GROUTED ROCK,

CLASS R-6

GROUTED ROCK,

LEGEND

GROUTED ROCK

REMOVE EXISTING

LEGENDLEGEND

WATERLINE

PROTECT EXISTING

LOCATE AND

WATERLINE

PROTECT EXISTING

LOCATE AND

CONSTR �

STREETS RUN

GRAVEL BAR REMOVAL

RUN AND MIFFLIN RUN AS WARM WATER FISHES (WWF) PROTECTED WATER USE.

STANDARDS CHAPTER 93, TITLE 25, OF THE PENNSYLVANIA CODE LISTS STREETS

STREETS RUN AND MIFFLIN RUN ARE PERENNIAL STREAMS. THE WATER QUALITY

ROCK RIPRAP, SIZE AS INDICATED

IS �0.25 FT, OR AS ALLOWABLE BY PADEP INSPECTION.

RIPRAP. LAYOUT RIPRAP SLOPES TO PROVIDE THE MINIMUM REQUIRED WIDTH OF STREAMBED AS INDICATED. TOLERANCE FOR STREAMBED WIDTH

LAYOUT EXCAVATION AND ROCK RIPRAP PLACEMENT TO NOT EXCEED EXISTING TOTAL WIDTH OF STREAM FROM TOP EDGES OF EXISTING ROCK

VICINITY OF STA 145+30 LT. ADJUST EXCAVATION AND ROCK PLACEMENT TO PREVENT DAMAGE.

TAKE CARE TO PREVENT DAMAGE TO WATERLINE IN THE VICINITY OF STA 145+15 LT/RT AND TELEPHONE POLE AND GUY WIRES IN THE

THE FULL DEPTH OF THE TOE. DO NOT ALLOW GROUT TO FLOW INTO STREAM BEYOND FRONT EDGE OF ROCK RIPRAP. REMOVE EXCESS GROUT.

GROUT NEW AND EXISTING ROCK IN THE FINISHED PLACEMENT. TAKE PARTICULAR CARE IN GROUTING THE ROCK IN THE TOE KEY TO PENETRATE

FIN ON THE SURFACE OF THE ROCK. DO NOT REUSE A MASS OF MULTIPLE ROCKS THAT ARE BONDED TOGETHER WITH GROUT.

LARGE MASS OF GROUT BONDED TO THE ROCK SUCH THAT IT CHANGES THE SIZE OF THE ROCK BY MORE THAN 10% OR CREATES A PROTRUSION OR

DETERMINED BY THE INSPECTOR TO BE OVERLY CONTAMINATED WITH GROUT. OVERLY CONTAMINATED ROCK IS DEFINED AS ROCK THAT HAS A

WITH APPROVAL, EXISTING EXCAVATED ROCK RIPRAP MAY BE RE-USED IN A NEW ROCK PLACEMENT IF IT RETAINS ITS GRADATION AND IS NOT

ROCK RIPRAP LEFT IN PLACE.

SLOPE. QUANTITIES ARE BASED ON THE FULL SECTION OF NEW ROCK AS SHOWN ON THE PLAN. NO COMPENASATION WILL BE MADE FOR EXISTING

WITH APPROVAL, EXISTING ROCK MAY REMAIN IN PLACE IF IT MEETS THE REQUIRED THICKNESS AND CONFORMS TO THE REQUIRED FINISHED

AND PADEP A 7 TO 10 DAYS PRIOR TO PLACING ROCK IN TOE EXCAVATIONS FOR APPROVAL OF THE EXCAVATED TOE.

IT IS IMPERATIVE THAT THE NEW ROCK RIPRAP TOE IS KEYED IN A MINIMUM OF 2'-0" BELOW THE EXISTING STREAMBED. INFORM THE CITY

SECTIONS - GABION / GROUTED ROCK

SECTION AT STA. 144+05

PLACE GROUTED ROCK CLASS R-6 AT SCOUR HOLE

UNKNOWN

FOOTING

EXISTING

DEPTH OF

SCOUR HOLE

ABUTMENT

EXISTING CONCRETE

FRONT FACE OF

SECTIONS - GABION / GROUTED ROCK

SECTION AT STA. 144+00

REMOVE GRAVEL BAR

UNKNOWN

FOOTING

EXISTING

DEPTH OF

GRAVEL BAR

ABUTMENT

EXISTING CONCRETE

FRONT FACE OF

(TO BE REMOVED)

LEGEND

SECTION AT STA. 145+50

REPAIR SCOUR HOLE

6'-0"

E

M O

V E

G

A V

L

B

R

M

N

EXISTING STREAMBED

ABUTMENT

EXISTING CONCRETE

FRONT FACE OF

REMOVAL OF GRAVEL BAR

STREAMBED AFTER

RIPRAP, GROUTED

CLASS R-6 ROCK

EXISTING STREAMBED

ABUTMENT

EXISTING CONCRETE

FRONT FACE OF

RETAINING WALL

EXISTING CONCRETE

EXISTING GROUND

WITH CLASS R-7 ROCK RIPRAP

FILL EXISTING SCOUR HOLE

1(MAX)

(LOOKING STA. AHEAD)

NTS

M I

N

NOTE:

TAPER WIDTH OF ROCK UPSTREAM ALONG

ABUTMENT AND BLEND WITH OTHER GROUTED R-6

ROCK DOWNSTREAM AS INDICATED ON THE PLANS

(LOOKING STA. AHEAD)

NTS

REMOVAL OF NON-NATIVE MATERIAL

ROCK RIPRAP, SIZE AS INDICATED

BALDWIN ROAD

(LOOKING STA. AHEAD)

NTS

\\svr-pgh-data-01\Data\Client\PGH_Client\20005-004-Streets_Run_CAP\CADD\Roadway\PSE\CNDET02.dgn 5/28/2026

SCALE

DATE

SHEET NO. ACCESSION NO.

CASE NO.

AS NOTED

CITY OF PITTSBURGH

OF 18

AND INFRASTRUCTURE

DEPARTMENT OF MOBILITY

PREPARED BY:

Consulting

SEAN GREGORY MCKEEVER

STREETS RUN CHANNEL REPAIR PROJECT

MAY 2026 5

STREAM CHANNEL SECTIONS

STA 144+50

I

N

MIN

2'-6"

M I N

R O C K

T H I C K N E S S

OF EXISTING ROCK

DO NOT EXCEED LIMIT

STREAMBED WIDTH (SEE SHEET 7)

SEE TABLE FOR MINIMUM REQUIRED

EXISTING GROUND

SOIL BACKFILL

EXISTING WALL

RIPRAP

OF EXISTING ROCK

STREAMBED AND EDGE

EXISTING EDGE OF

EXISTING STREAMBED (VARIES)(TYP)

VOID DUE TO EROSION

RIPRAP

TOP OF EXISTING GROUTED ROCK

RIPRAP, GROUTED

CLASS R-6 ROCK

1.1 (MIN)

RIPRAP

REPRESENTING STA 144+10 TO STA 144+60

(TO BE REMOVED)

(TO BE REMOVED)

\\svr-pgh-data-01\Data\Client\PGH_Client\20005-004-Streets_Run_CAP\CADD\Roadway\PSE\CNDET03.dgn 5/28/2026

SCALE

DATE

SHEET NO. ACCESSION NO.

CASE NO.

AS NOTED

CITY OF PITTSBURGH

OF 18

AND INFRASTRUCTURE

DEPARTMENT OF MOBILITY

PREPARED BY:

Consulting

SEAN GREGORY MCKEEVER

STREETS RUN CHANNEL REPAIR PROJECT

MAY 2026

STA 144+70

STREAM CHANNEL SECTIONS

M I

N

MIN

3'-0"

R

O C

K

T

H I C

K N E S S

M I

N

2'-6"

OF EXISTING ROCK

DO NOT EXCEED LIMIT

M I

N

R

O C

K

T

H I C

K N E S S

OF EXISTING ROCK

DO NOT EXCEED LIMIT

STREAMBED WIDTH (SEE SHEET 7)

SEE TABLE FOR MINIMUM REQUIRED

EXISTING STREAMBED WIDTH

FACE OF HOUSE FACE OF HOUSE

STREAMBED

EXISTING

SOIL BACKFILLSOIL BACKFILL

CORNER OF PORCH

(VARIES)(TYP)

VOID DUE TO EROSION

EXISTING GROUNDEXISTING GROUND RIPRAP

TOP OF EXISTING GROUTED ROCK

RIPRAP

TOP OF EXISTING GROUTED ROCK

ROCK RIPRAP

EXISTING GROUTED

RIPRAP, GROUTED

CLASS R-7 ROCK

RIPRAP, GROUTED

CLASS R-6 ROCK

1.3 �

REPRESENTING STA 144+60 TO STA 144+80

M I

N

(TO BE REMOVED)

(TO BE REMOVED)

(TO BE REMOVED)

\\svr-pgh-data-01\Data\Client\PGH_Client\20005-004-Streets_Run_CAP\CADD\Roadway\PSE\CNDET04.dgn 5/28/2026

SCALE

DATE

SHEET NO. ACCESSION NO.

CASE NO.

AS NOTED

CITY OF PITTSBURGH

OF 18

AND INFRASTRUCTURE

DEPARTMENT OF MOBILITY

PREPARED BY:

Consulting

SEAN GREGORY MCKEEVER

STREETS RUN CHANNEL REPAIR PROJECT

MAY 2026

STA 145+20

STA 145+00

LEGEND

STREAM CHANNEL SECTIONS

MIN

3'-0"

M I

N

2'-6"

M I

N

M I

N

R

O C

K

T

H I C

K N E S S

K

H I

C K

N E S S

STREAMBED WIDTH

SEE TABLE FOR MINIMUM REQUIRED

OF EXISTING ROCK

DO NOT EXCEED LIMIT

AT MINIMUM THICKNESS

M I

N

MIN

3'-0"

M I

N

R

O C

K

T

H I C

K N E S S

MIN

2'-6"

M I

N

R O C K

T H I C K N E S S

STREAMBED WIDTH

SEE TABLE FOR MINIMUM REQUIRED

9'-6" � [8'-11"] STA 145+00

8'-5" � [8'-0"] STA 144+90

OF EXISTING ROCK

DO NOT EXCEED LIMIT

2'-6" �

MATCH EXISTING ROCK

LENGTH AS REQ'D TO

GUY WIRE

EXISTING

EXISTING STREAMBED

SLOPE

MATCH EXISTING

CONDITION

TO MATCH EXISTING

ROCK OR SOIL BACKFILL

RIPRAP, GROUTED

CLASS R-7 ROCK

RIPRAP, GROUTED

CLASS R-6 ROCK

ROCK RIPRAP

TOP OF EXISTING

END OF WOOD FENCE

STREAMBED

EXISTING

FACE OF GARAGE

GUY WIRE

EXISTING

CONDITION

TO MATCH EXISTING

ROCK OR SOIL BACKFILL

(VARIES)(TYP)

VOID DUE TO EROSION

CLASS R-7 (TYP)

EXISTING GROUTED ROCK

(TO BE REMOVED)

RIPRAP, GROUTED

CLASS R-7 ROCK

RIPRAP, GROUTED

CLASS R-6 ROCK

1.3 �

REPRESENTING STA 145+10 TO STA 145+40

1.3 �

1.3 �

[ ] INDICATES DIMENSION

PERPENDICULAR TO

EXISTING GARAGE

REPRESENTING STA 144+80 TO STA 145+10

STREETS RUN STREAMBED WIDTHS

STATION EXISTING WIDTH MINIMUM REQUIRED WIDTH

144+30 12'-6" 15'-0"

144+40 14'-9" 14'-9"

144+50 16'-5" 16'-5"

144+60 15'-7" 15'-7"

144+70 14'-9" 15'-1"

144+80 14'-2" 16'-2"

144+90 12'-4" 17'-2"

145+00 12'-5" 15'-3"

145+10 15'-1" 16'-1"

145+20 16'-7" 18'-5"

145+30 17'-10" 21'-4"

NOTES FOR STREAMBED WIDTHS:

FROM BREAKPOINTS AT THE BOTTOM OF THE STREAMBANKS.

BED WIDTH THESE VALUES WERE MEASURED ACROSS THE STREAMBED

RIPRAP INSTALLATION, BUT ARE NOT LESS THAN EXISTING STREAM

2008 AND REPRESENT THE STREAM CONDITIONS PRIOR TO THE 2019

REQUIRED MINIMUM STREAMBED WIDTHS ARE BASED ON MAPPING FROM

GUIDE FOR MEETING THE MINIMUM REQUIRED WIDTHS.

EROSION OR DEPOSITION. THE LISTED VALUES ARE INTENDED AS A

DUE TO SUBSEQUENT HIGH WATER, FAST CURRENTS, AND ADDITIONAL

DIMENSIONS ARE SUBJECT TO VARIATION THAT MAY HAVE OCCURRED

JAGGED EXISTING ROCK RIPRAP, FIELD MEASUREMENT OF THESE

EXISTING RIPAP MATERIAL. DUE TO THE OCCURRENCE OF ERODED AND

POINTS WHERE THE STREAMBED MATERIAL MEETS THE BOTTOM OF

EXISTING WIDTHS WERE FIELD MEASURED IN SEPTEMBER 2021 AT

144+10

144+20 12'-5"

12'-6"

15'-8"

15'-8"

145+40 16'-2" 16'-2" TO 22'-6" (SKEWED)

P

R O

C K

R O

C K

STEPS

G R

A S

S

PORCH

STREETS RUN

PORCH

F R

A M

E

Y

F

O T

B R I

D G

E

STEPS

CONC WALL

CONC FOOTER

A S

P

D

W Y

G R

A S

S G

A B I

O N

S

C O

N C

F R

A M

GATE

WOOD FENCE

GRAVEL

ASPH SHDR

G A

R A

G E

B L

O C

K

BASEMENT DOORS

STEPS

3"PI

PE

W A

L L

SURVEYOR

LAND

REGISTERE

D

PROFESSIO

NAL

F O

HT

LAEWN

O M

M O

C

A I N

A V L Y S N

P SU-02239

8E

RAMESH B

. SHAH

BALDWIN RD

CALERA STCONC S'WALK

S

W A L

K

METAL FENCEBRIDGE

MAG 1

MAG 2

S

W A

L K

F H

F H

G u y n c h o r

G c h o r

G c h o r

G c h o r

G c h o r

G c h o r

P o s t

P o s t

P o s t

P o s t

C l o t h e s i n e

P o s t

P o s t

F l o w r a n g e r

S i g n

S t o p

S i g n

W r o g y

S i g n o f t r n

S t y

F r a m w t h

P a t i o B r i c k

P a d

B l o c k

P a d

S t y

F r a m e

Stone Ret. Wall

G a r a g e

C l o t h n e

P o s t

C o n c

P a d f o r

F l o w e r

P o t

S t y

F r a m e

Porch

Block Wall

S t i c k

Porch

B r i c k l k

C o n l k

C o n l l

S t y

F r a m e

Porch

C l o t h n e

P o s t

Mac. Curb

B l o l l

Wooden Fence Handr ail

Metal Handr ail

W o d l l

W o o d

F e n c e

Mac. Cu rb

Porch

C o n l k

S i g n

W r o y

S i g n g h r n

S t y

F r a m e

Porch

C o n l k

P o r c h

S t o l l

S t y

F r a m e

S t y

F r a m e

P o r c h

B l o l l

B i t h l u m i n u m

G a r a g e

B r i c k

P a d

ET&C

E

E

E

E

E

E

Streets Run

Streets Run

F .F .E

.1

F .F .E

.8

F .F .E

.0

F .F .E

.6

F .F .E

.1

J e r s r r i l l

S t o l l i l i n g

W o l k

C o n c

P a r a p e t

4" PVC

I n v e v

B r o k e n

P a r a p l l

W o l l

P a r a p l l

P I

E R

P I

E R

P I

E R

P I

E R

P I

E R

P I

E R

P I

E

RP

I

E R

P I

E

RP

I

E R

P

I n e

T p a e l e t

I n e

I n v e

I n v e

T a e

I n l e t

I n e

I n v e

I n v e

T a e l e t

R C P

P

P 8

P i c k

S t y

F r a a m e

S t y F r a m e

S t n o p y

F r a m e

S t a m e

S t o c k

S t a m e

S t o n

F e n c e

W a t h n l l

C o n

I n e

P o a i n

PILE

P O

O L

P O

O L

B R

ID

G E

P

WALL

BRICK WALL

BRICK

B

IR

T H

C O

N C

A n c h o r

G ig n

S ig n

Elev. = 751.87

Inv. Out d T

P 8 T

P d

749.30

Inv. Out Elev.

d T

P 9 T

P d d T

P

T P d dd T

P T

P

T P

T P dd

LEGEND

PIPE (EXIST.) EXISTING GUIDE RAIL

STREAM

WATER LINE

GAS LINE

ELETRIC,TELEPHONE

AND CABLE TV

PIER UTILITY POLE

STORM SEWER

ROCK, SIZE

AS INDICATED

GRAVEL BAR REMOVAL

141 142

SCALE

50 FEET250

STREETS R

UN R

OAD E

XIT R

AMP

BALDWIN ROAD

CALERA ST

S

R

I

D G

E

M I

F F

L

U

N

STREETS RUN

15 16

REPAIR.

DIMENSION) WITHIN LIMITS OF STREAM CHANNEL

NON-NATIVE MATERIAL (LARGER THAN 2' IN ANY

REMOVE CONCRETE SLABS, DEBRIS, AND 2.

STATIONS SHOWN FOR REFERENCE ONLY.1.

NOTES:

STREAM CHANNEL REPAIRS PLAN

CONSTR �

STREETS RUN

PROTECTED

REMAIN AND BE

FOOTBRIDGE TO

\\svr-pgh-data-01\Data\Client\PGH_Client\20005-004-Streets_Run_CAP\CADD\Roadway\PSE\CNPLN01.dgn 5/28/2026

SCALE

DATE

SHEET NO. ACCESSION NO.

CASE NO.

AS NOTED

CITY OF PITTSBURGH

OF 18

AND INFRASTRUCTURE

DEPARTMENT OF MOBILITY

PREPARED BY:

Consulting

SEAN GREGORY MCKEEVER

STREETS RUN CHANNEL REPAIR PROJECT

MAY 2026

WEIGHT LIMIT

12 TON POSTED

EXISTING BRIDGE

CAUTION:

WEIGHT LIMIT

12 TON POSTED

EXISTING BRIDGE

CAUTION:

ALLEGHENY

VALLEY

RAI

LROAD

SCOUR HOLE

EXISTING

CLASS R-7 IN

PLACE ROCK,

REPAIRS

STREAM CHANNEL

UPSTREAM LIMIT OF

AT SCOUR HOLE

ROCK, CLASS R-6

PLACE GROUTED

REMOVE GRAVEL BAR

REPAIRS

OF STREAM CHANNEL

DOWNSTREAM LIMIT

CLASS R-6

GROUTED ROCK,

CLASS R-7

GROUTED ROCK,

GROUTED ROCK

REMOVE EXISTING

EXISTING WATERLINE

LOCATE AND PROTECT

SCALE: 1 INCH = 5 FEET

Sheet No.Final Bk. No.Prelim. Bk. No.Sect.RouteCountyDist.

OF

CROSS SECTIONS

PENNSYLVANIA DEPARTMENT OF TRANSPORTATION

10 20 30 40 50 60 70 801020304050607080 P

L O

T T

E p l i c a t i

R o u

O r i g i n a t t

O r i g i n e c k

T e m p l a

A r

F i n a a t t

F i n a e c k

A r

A r e c k

O P

E R

A T

O R

F I

M E s v r p g h d a t a

D a t a

C l i e n t

P G

H

C l i e n t

S t r e e t s

R u n

C A

P

C A

D D

S e c t i o n s

W o r k i n g

S e c t i o n s

P r o p o s e d d g n

S M

C K

E E

V E

R

01020304050607080 10 20 30 40 50 60 70 80

ALLEGHENY11 18

144+50

145+00

EXISTING GABION WALL

EXISTING GROUND

EXISTING GARAGE

EXISTING GROUND

ROCK, CLASS R-6

EXISTING GROUTED

ROCK, CLASS R-6

EXISTING GROUTED

EXISTING GROUND

ROCK, CLASS R-6

EXISTING GROUTED

752.9

NORMAL WSE

WSE 752.6

NORMAL

WSE 761.5�

100-YEAR

WSE 762.0�

100-YEAR

CONSTR �

STREETS RUN

CONSTR �

STREETS RUN

STREETS RUN

PROPOSED CONDITIONS

(TO BE REMOVED)

(TO BE REMOVED)

CLASS R-7 ROCK, GROUTED

CLASS R-6 ROCK, GROUTED

CLASS R-6 ROCK, GROUTED

(TO BE REMOVED)

(APPROX. STA 145+00 LT TO 145+25 RT)

LOCATE AND PROTECT EXISTING WATERLINE

(TO REMAIN)

16.5'

15.2'

STREAM CHANNEL CROSS SECTIONS

SCALE: 1 INCH = 5 FEET

Sheet No.Final Bk. No.Prelim. Bk. No.Sect.RouteCountyDist.

OF

CROSS SECTIONS

PENNSYLVANIA DEPARTMENT OF TRANSPORTATION

10 20 30 40 50 60 70 801020304050607080 P

L O

T T

E p l i c a t i

R o u

O r i g i n a t t

O r i g i n e c k

T e m p l a

A r

F i n a a t t

F i n a e c k

A r

A r e c k

O P

E R

A T

O R

F I

M E s v r p g h d a t a

D a t a

C l i e n t

P G

H

C l i e n t

S t r e e t s

R u n

C A

P

C A

D D

S e c t i o n s

W o r k i n g

S e c t i o n s

P r o p o s e d d g n

S M

C K

E E

V E

R

01020304050607080 10 20 30 40 50 60 70 80

ALLEGHENY11 18

145+50

BALDWIN ROAD

EXISTING SCOUR HOLE

EXPOSED WALL FOOTING

RETAINING WALL

CONCRETE

EXISTING

GROUND

EXISTING

WSE 752.5

NORMAL

WSE 762.5�

100-YEAR

CONSTR �

STREETS RUN

STREETS RUN

PROPOSED CONDITIONS

(TO BE FILLED)

CLASS R-7 ROCK

STREAM CHANNEL CROSS SECTIONS

(TO REMAIN)

16.2'

TITLE SHEET & GENERAL NOTES

\\svr-pgh-data-01\Data\Client\PGH_Client\20005-004-Streets_Run_CAP\CADD\ES\Plan\ESGEN01.dgn 5/28/2026

SCALE

DATE

SHEET NO. ACCESSION NO.

CASE NO.

AS NOTED

OF 18

EROSION AND SEDIMENT POLLUTION CONTROL

CITY OF PITTSBURGH

AND INFRASTRUCTURE

DEPARTMENT OF MOBILITY

SEAN GREGORY MCKEEVER

STREETS RUN CHANNEL REPAIR PROJECT

PREPARED BY:

Consulting Engineers

1350PennAvenue,Suite 300,Pittsburgh, PA 15222-4211

MAY 2026

INDEX OF DRAWINGS

TO

TO

SEQUENCE OF CONSTRUCTION ACTIVITIES

SEQUENCE GENERAL NOTES

1-800-242-1776

CONSTRUCTION PHASE AND 10 WORKING

CALL BEFORE YOU DIG!

DAYS IN DESIGN STAGE-STOP CALL

Pennsylvania One Call System, Inc.

3 WORKING DAYS NOTICE FOR

PENNSYLVANIA LAW REQUIRES

OF EXISTING UNDERGROUND UTILITIES.

PENNSYLVANIA ONE CALL SYSTEM INC. AT 1-800-242-1776 FOR THE LOCATION

ACTIVITIES OR EXPANDING INTO AN AREA PREVIOUSLY UNMARKED, NOTIFY THE

AT LEAST 3 BUSINESS DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE

EROSION AND SEDIMENT POLLUTION CONTROL GENERAL NOTES

TESTING, ENVIRONMENTAL ASSESSMENTS OR AUDITS.

MAPS, ENVIRONMENTAL QUESTIONNAIRES, TRANSACTION SCREENS, ANALYTICAL

SEARCHES, REVIEW OF OWNERSHIP AND USE HISTORY OF PROPERTY, SANBORN

NOT LIMITED TO, VISUAL PROPERTY INSPECTIONS, ELECTRONIC DATA BASE

ENVIRONMENTAL DUE DILIGENCE - INVESTIGATIVE TECHNIQUES, INCLUDING, BUT

PER PA DEP MANAGEMENT OF FILL GUIDANCE.

DILIGENCE AND ENSURING ANY MATERIAL BROUGHT ON-SITE IS CLEAN FILL AS

THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING ENVIRONMENTAL DUE

CLEAN FILL/ENVIRONMENTAL DUE DILIGENCE

PROTECT EXISTING TREES WITHIN THE LIMIT OF DISTURBANCE WHERE POSSIBLE.

PLAN SHEET

SPECIAL DETAILS

TITLE SHEET, GENERAL NOTES, AND SOILS

REGIONAL OFFICE TO AN ON-SITE PRE-CONSTRUCTION MEETING.

COUNTY CONSERVATION DISTRICT, AND A REPRESENTATIVE FROM THE PA DEP

MUNICIPAL OFFICIALS, THE E&S PLAN PREPARER, A REPRESENTATIVE FROM THE

OPERATOR SHALL INVITE ALL CONTRACTORS, THE LANDOWNER, APPROPRIATE

ACTIVITIES (INCLUDING CLEARING AND GRUBBING), THE OWNER AND/OR

AT LEAST 7 BUSINESS DAYS PRIOR TO STARTING ANY DISTURBANCE

DATES OF PHYSICAL CONSTRUCTION.

CONTRACTOR IS TO REFER TO CONTRACT DOCUMENTS FOR BEGINNING AND END

20251071733 - CITY OF PITTSBURGH

DESIGN SERIAL NO.

400 WATERFRONT DRIVE, PITTSBURGH, PA 15222-4745

PHONE NO. (412) 442-4000

SOUTHWEST REGIONAL OFFICE

PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION

33 TERMINAL WAY, SUITE 325B, PITTSBURGH, PA 15219

RIVER WALK CORPORATE CENTRE

PHONE NO. (412) 241-7645

ALLEGHENY COUNTY CONSERVATION DISTRICT

AGENCY CONTACT INFORMATION

ANTICIPATED GENERAL SEQUENCE OF CONSTRUCTION ACTIVITIES

WATER USE.

STREETS RUN AND MIFFLIN RUN AS WARM WATER FISHES (WWF) PROTECTED

STANDARDS CHAPTER 93, TITLE 25, OF THE PENNSYLVANIA CODE LISTS

STREETS RUN AND MIFFLIN RUN ARE PERENNIAL STREAMS. THE WATER QUALITY

DESCRIPTION SHEET

CONTROLLING EROSION.

EROSION AND SEDIMENT CONTROL MEASURES WILL STILL BE EFFECTIVE AT

AT THIS TIME, OR AT THE DIRECTION OF THE CITY OF PITTSBURGH, THE

UNABLE TO PROCEED WITH CONSTRUCTION IN THIS ORDER FOR REASONS UNKNOWN

STEPS PROCEEDING IN THIS ORDER. THEREFORE, SHOULD THE CONTRACTOR BE

SEDIMENT POLLUTION CONTROLS AS DESIGNED ARE NOT DEPENDENT ON THE

STEP BEGINS. HOWEVER, IT SHOULD BE NOTED THAT THE EROSION AND

THE SEQUENCE BELOW. ONE STEP SHOULD BE COMPLETED BEFORE THE NEXT

SEQUENCE IS INCLUDED ON THE E&S POLLUTION CONTROL PLAN AS LISTED IN

PRODUCTION OF EROSION AND SEDIMENT DURING CONSTRUCTION. THIS

AMOUNT OF EXPOSED AREAS AND THUS REDUCE, TO THE EXTENT POSSIBLE,

SEQUENCE FOR THIS PROJECT. THE GOAL OF THIS SEQUENCE IS TO LIMIT THE

THE FOLLOWING IS A DESCRIPTION OF THE ANTICIPATED CONSTRUCTION

FINISHED TEMPLATE, IF NEEDED.

FLEXIBLE LINING FOR CHANNELS, SWALES AND ROCK BARRIERS ON THE

TO CLEARING AND GRUBBING AND EARTHMOVING WITH THE EXCEPTION OF

ALL CONTROL FACILITIES IN THE GRADING AREAS WILL BE INSTALLED PRIOR

DISTRICT.

NOTIFICATION TO THE CITY OF PITTSBURGH OR AUTHORIZED CONSERVATION

DISTURBANCE ACTIVITIES, THE PERMITTEE OR CO-PERMITTEES SHALL PROVIDE

AND AT LEAST 3 BUSINESS DAYS PRIOR TO PROCEEDING WITH THE BULK EARTH

UPON INSTALLATION OR STABILIZATION OF ALL PERIMETER CONTROL BMPS

13 17

11 12

BMPS.

STABILIZE ALL AREAS DISTURBED DURING THE REMOVAL OR CONVERSION OF THE

E&S BMPS OR CONVERT THEM TO PERMANENT PCSM BMPS. IMMEDIATELY

AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, REMOVE TEMPORARY

DISTURBED AREAS.

FOUR (4) DAYS OR LONGER REQUIRES TEMPORARY STABILIZATION OF EXPOSED

OF THE EMBANKMENT/CUT SLOPE. CESSATION OF CONSTRUCTION ACTIVITY FOR

STABILIZATION OF THE SLOPE, THE CONTRACTOR MAY CONTINUE CONSTRUCTION

VERTICAL INTERVALS. SEED AND MULCH ALL FINISHED SOIL SLOPES. UPON

ALL EMBANKMENT/CUT SLOPES SHALL BE CONSTRUCTED AT A MAXIMUM 15-FOOT

FUNCTIONING AS DESCRIBED IN THIS E&S POLLUTION CONTROL PLAN.

BMP SEQUENCE FOR THAT STAGE OR PHASE HAVE BEEN INSTALLED AND ARE

ANY STAGE OR PHASE OF THE PROJECT UNTIL THE E&S BMPS SPECIFIED BY THE

SITE CLEARING, GRUBBING, AND TOPSOIL STRIPPING MAY NOT COMMENCE IN

AREAS DESCRIBED IN EACH STAGE OF THE CONSTRUCTION SEQUENCE. GENERAL

CLEARING, GRUBBING, AND TOPSOIL STRIPPING SHALL BE LIMITED TO THOSE

GRUBBING OPERATIONS BEGIN.

THESE AREAS MUST BE CLEARLY MARKED AND FENCED OFF BEFORE CLEARING AND

OUTSIDE THE LIMIT OF DISTURBANCE BOUNDARIES SHOWN ON THE PLAN MAPS.

AT NO TIME SHALL CONSTRUCTION VEHICLES BE ALLOWED TO ENTER AREAS

ON THE PLANS.

TEMPORARY PERIMETER EROSION AND SEDIMENT POLLUTION CONTROLS AS SHOWN

BEFORE GENERAL CLEARING AND GRUBBING OF THE SITE. INSTALL THE

INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPS WILL BE IMPLEMENTED

FOR EACH PROJECT AREA:

ACCOMPLISHED AS PART OF THE EROSION AND SEDIMENT POLLUTION CONTROL

EXCEPT WHERE NOTED. THE FOLLOWING GENERAL ACTIVITIES WILL BE

SEQUENCE SHALL BE COMPLETED BEFORE PROCEEDING TO THE NEXT STEP,

DISTRICT OR BY PA DEP PRIOR TO IMPLEMENTATION. EACH STEP OF THE

SEQUENCE REQUIRES WRITTEN APPROVAL BY THE COUNTY CONSERVATION

THE SEQUENCE PROVIDED ON THE PLAN DRAWINGS. DEVIATION FROM THAT

ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH

FINAL STABILIZATION / PERMIT COMPLIANCE CLOSEOUT

STAGE

CRITICAL

STAGE

CRITICAL

SOUTHWEST REGIONAL OFFICE FOR CLOSEOUT AND PERMIT COMPLIANCE CHECK.

CONSERVATION DISTRICT FOR A FINAL INSPECTION. CONTACT PADEP

AREAS, THE OWNER AND OPERATORS SHALL CONTACT THE ALLEGHENY

ALL TEMPORARY BMPS AND PERMANENT STABILIZATION OF ALL DISTURBED

UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES, REMOVAL OF 4.

SLIDING, OR OTHER MOVEMENTS.

SLOPES SHALL BE CAPABLE OF RESISTING FAILURE DUE TO SLUMPING,

DENSITY SUFFICIENT TO RESIST ACCELERATED EROSION. CUT AND FILL

70% VEGETATIVE COVER OR OTHER PERMANENT NON-VEGETATIVE COVER WITH A

PERMANENT STABILIZATION IS DEFINED AS A MINIMUM UNIFORM, PERENNIAL 3.

DURING THE GERMINATING SEASON.

REVEGETATION OF DISTURBED AREAS, SUCH REMOVAL SHOULD BE DONE ONLY

REMOVAL SHALL BE STABILIZED IMMEDIATELY. IN ORDER TO ENSURE RAPID

EROSION AND SEDIMENT BMPS MUST BE REMOVED. AREAS DISTURBED DURING

AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY 2.

PRE-FINAL INSPECTION PRIOR TO THE REMOVAL OF THE BMP'S.

SHALL CONTACT THE ALLEGHENY COUNTY CONSERVATION DISTRICT FOR A

STABILIZATION OF ALL DISTURBED AREAS, THE OWNER AND/OR OPERATORS

UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT 1.

PLAN PREPARER/ENGINEER

TELEPHONE: (412) 392-8727

CONTACT: SEAN G. MCKEEVER, PE

PITTSBURGH, PA 15222

1350 PENN AVENUE - SUITE 300

SAI CONSULTING ENGINEERS, INC.

CONSTRUCTION. REPEAT THE GENERAL SEQUENCE, AS NECESSARY.

ADJUST TRAFFIC CONTROL MEASURES AND RELOCATE TO THE NEXT PHASE OF 11.

ON THE PLAN.

WITH SEED, MULCH, AND ROLLED EROSION CONTROL PRODUCTS AS INDICATED

CONSTRUCTION ENTRANCES. IMMEDIATELY STABILIZE ALL DISTURBED AREAS

REMOVE THE CONCRETE WASHOUT, PUMPED WATER FILTER BAG, AND ROCK 10.

TEMPORARY STREAM BYPASS.

ONCE STREETS RUN IS STABILIZED, REMOVE ALL COMPONENTS OF THE 9.

GRAVEL BAR, AND PERFORM STREAM REPAIRS AS INDICATED.

PLACE OR REPAIR EXISTING ROCK (AND GROUT AS INDICATED), REMOVE 8.

EXCAVATED TOE PRIOR TO PLACING ROCK.

PRIOR TO PLACING ROCK IN TOE EXCAVATIONS FOR APPROVAL OF THE

GROUTED ROCK. NOTIFY PADEP (SWRO - 412-442-4000) A MINIMUM OF 7 DAYS

EXCAVATE AS REQUIRED TO REMOVE EXISTING GROUTED ROCK AND PLACE NEW 7.

INSTALL CONCRETE WASHOUT AS SHOWN ON THE PLANS.6.

PUMPED WATER FILTER BAG AS NECESSARY.

IN STREETS RUN/MIFFLIN RUN. PUMP SEDIMENT LADEN WATER THROUGH THE

BYPASS SYSTEM OR TEMPORARY STREAM DIVERSION TO CONVEY THE BASE FLOW

INSTALL THE TEMPORARY STREAM BYPASS UTILIZING EITHER PUMP WATER 5.

AND BRUSH ABOVE GROUND ELEVATION.

CLEAR AND GRUB AS REQUIRED, INCLUDING THE REMOVAL OF SMALL TREES 4.

SOCK.

INSTALL ROCK CONSTRUCTION ENTRANCES AND REMAINING COMPOST FILTER 3.

INSTALL PERIMETER CONTROLS NEEDED FOR CLEARING AND GRUBBING.

CLEARLY FLAG THE LOD AND CALL 811 PRIOR TO COMMENCING WORK. 2.

IMPLEMENT TRAFFIC CONTROL MEASURES AS REQUIRED.1.

UP TO $25,000 IN MISDEMEANOR CRIMINAL PENALTIES FOR EACH VIOLATION.

IN CIVIL PENALTIES, UP TO $10,000 IN SUMMARY CRIMINAL PENALTIES, AND

STREAMS LAW. THE CLEAN STREAMS LAW PROVIDES FOR UP TO $10,000 PER DAY

BY THE PADEP AS DEFINED IN SECTION 602 OF THE PENNSYLVANIA CLEAN

IN ADMINISTRATIVE, CIVIL, AND/OR CRIMINAL PENALTIES BEING INSTITUTED

IMMEDIATE CORRECTIVE ACTION TO RESOLVE FAILURE OF E&S BMPS MAY RESULT

LADEN RUNOFF FROM LEAVING THE CONSTRUCTION SITE, OR FAILURE TO TAKE

FAILURE TO CORRECTLY INSTALL E&S BMPS, FAILURE TO PREVENT SEDIMENT

WHEN EARTHMOVING ACTIVITIES HAVE CEASED FOR 4 DAYS.

SLOPES OR FLATTER. TEMPORARY STABILIZATION MEASURES MUST BE USED

TEMPORARY SEEDING, WITH A MAXIMUM HEIGHT OF 30' WITH 2:1 (H:V) SIDE

STABILIZE WASTE OR STOCKPILE AREAS USING PERIMETER CONTROLS OR

ACCORDANCE WITH PENNDOT PUBLICATION 408, 2026, SECTION 105.14.

OF PITTSBURGH PRIOR TO SUBMISSION. BORROW AND WASTE AREAS SHALL BE IN

THE RESPONSIBILITY OF THE CONTRACTOR AND MUST BE APPROVED BY THE CITY

PROJECT LIMITS. IF ANY PERMIT MODIFICATIONS ARE REQUIRED, THEY ARE

AREAS NOT DETAILED ON THE PLAN OR FOR UNEXPECTED WORK OUTSIDE THE

DEP FOR EACH SPOIL, BORROW, STAGING, OR STOCKPILE AREA FOR OTHER WORK

E&S POLLUTION CONTROL PLAN TO THE COUNTY CONSERVATION DISTRICT OR PA

THE CONTRACTOR IS RESPONSIBLE FOR THE CREATION AND SUBMISSION OF AN

ACTIVATING THE SITE.

PITTSBURGH PROJECT MANAGER AND FULLY IMPLEMENT PLAN PRIOR TO

APPROVAL. PROVIDE A COPY OF THE APPROVED PLAN TO THE CITY OF

CONSERVATION DISTRICT OR PA DEP SOUTHWEST REGIONAL OFFICE FOR

POLLUTION CONTROL PLAN FOR THE SITE MUST BE SUBMITTED TO THE COUNTY

BY THE CITY OF PITTSBURGH. AN ASSESSMENT FORM ALONG WITH AN E&S

IS NOT PERMITTED WITHOUT WRITTEN DIRECTION OF THE ENGINEER AND REVIEW

THE OFF-SITE DISPOSAL OF MATERIAL NOT TAKEN TO AN APPROVED LANDFILL

MATERIALS, WASTES, OR UNUSED BUILDING MATERIALS AT THE SITE.

ET. SEQ. DO NOT BURN, BURY, DUMP, OR DISCHARGE ANY BUILDING

REGULATIONS AT 25 PA CODE 260.1 ET. SEQ., 271.1 ET. SEQ., AND 287.1

OR DISPOSE OF IN ACCORDANCE WITH PA DEP'S SOLID WASTE MANAGEMENT

REMOVE ALL BUILDING MATERIALS AND WASTES FROM THE SITE AND RECYCLE

GROUNDWATER SYSTEMS.

ONSITE. DO NOT ALLOW WASH WATER TO ENTER ANY SURFACE WATERS OR

WATERWAYS OR WETLANDS. IF OFFSET CANNOT BE MET FUEL MAY NOT BE STORED

EQUIPMENT REFUELING SHALL BE LOCATED A MINIMUM OF 100 FEET FROM ANY

WATERS TO THE EXTENT PRACTICABLE AND ANY FUEL STORAGE TANKS AND

DEBRIS FROM CONSTRUCTION WILL BE PREVENTED FROM ENTERING SURFACE

MAINTAIN A POSITIVE FLOW DURING CONSTRUCTION.

KEEP ALL EXISTING AND CONSTRUCTED CHANNELS FREE OF OBSTRUCTIONS AND

CONSTRUCTION SITE.

SEDIMENT DEPOSITED ON PUBLIC ROADWAYS AND RETURN IT TO THE

PUBLIC ROADWAYS. AT THE END OF EACH CONSTRUCTION DAY, REMOVE ALL

TO PUBLIC ROADWAYS. DO NOT ALLOW MUD OR SEDIMENT TO BE TRACKED ONTO

CONSTRUCTION EQUIPMENT MAY NOT ENTER DIRECTLY FROM THE DISTURBED AREA

AT ALL LOCATIONS WHERE CONSTRUCTION EQUIPMENT ENTERS PUBLIC ROADWAYS.

CONSTRUCT A ROCK CONSTRUCTION ENTRANCE AS INDICATED IN THE DETAILS

CONTROL PLAN SHEETS.

LIMIT OF DISTURBANCE IS SHOWN ON THE EROSION AND SEDIMENT POLLUTION

PROJECT SITE AT ALL TIMES.

SIGNED, AND DATED BY THE REVIEWING AGENCY) MUST BE AVAILABLE AT THE

POLLUTION CONTROL PLAN. A COPY OF THE APPROVED DRAWINGS (STAMPED,

CUTS AND FILLS SHALL BE DONE IN ACCORDANCE WITH THE APPROVED E&S

ALL EARTH DISTURBANCES, INCLUDING CLEARING AND GRUBBING AS WELL AS

APPROVAL.

OFFICE. THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR OBTAINING SUCH

APPROVAL FROM THE CITY OF PITTSBURGH AS WELL AS THE PA DEP REGIONAL

ANY VARIATION FROM THE APPROVED E&S POLLUTION CONTROL MUST RECEIVE

THE EXCAVATION, UNLESS OTHERWISE SPECIFIED.

RESPONSIBILITY OF THE CONTRACTOR AND WILL BE CONSIDERED INCIDENTAL TO

ADEQUATELY CONTROL EROSION AND SEDIMENT POLLUTION WILL BE THE

AND THE CITY OF PITTSBURGH. ANY ADDITIONAL REQUIREMENTS TO

FOR POLLUTION AND NOTIFY THE COUNTY CONSERVATION DISTRICT OR PA DEP

CONTACTOR SHALL IMPLEMENT APPROPRIATE BMPS TO MINIMIZE THE POTENTIAL

POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE

IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE

TO THE EXTENT POSSIBLE.

GRUBBING, SOIL COMPACTION, AND PROTECT EXISTING NATURAL SITE FEATURES

CONSTRUCTION EASEMENTS HAVE BEEN ESTABLISHED TO LIMIT CLEARING AND

MINIMIZING THE GENERATION OF INCREASED STORMWATER RUNOFF. TEMPORARY

FEATURES, SUCH AS WETLANDS AND STEAM CORRIDORS, WITH THE PURPOSE OF

STEEP SLOPES, AND RIPARIAN AREAS WHILE INCORPORATING EXISTING SITE

PROTECTING EXISTING NATURAL DRAINAGE FEATURES, VEGETATION AND SOIL,

BMPS. MINIMIZE THE EXTENT AND DURATION OF EARTH DISTURBANCE BY

PRACTICABLE, WITH THE INTENT OF MAXIMIZING THE USE OF NON-STRUCTURAL

EARTH DISTURBANCE ACTIVITIES SHALL BE IMPLEMENTED, TO THE EXTENT

STABILIZATION DURING CONSTRUCTION.

BE CONSTRUED IN WHOLE OR PART AS ADEQUATE FOR STREAM CONTROL AND SOIL

EROSION AND SEDIMENT POLLUTION UNDER NORMAL CONDITIONS, AND WILL NOT

SEDIMENT (E&S) POLLUTION CONTROL PROCEDURES TO MINIMIZE ACCELERATED

THE PURPOSE OF THIS PLAN IS TO PROVIDE EFFECTIVE EROSION AND

0.7 ACRES

0.6 ACRES

0.1 ACRESCHAPTER 102 LOD:

CHAPTER 105 AREA (FLOODPLAIN):

TOTAL LIMIT OF DISTURBANCE (LOD) AREA:

GENERAL NOTES & SOILS

\\svr-pgh-data-01\Data\Client\PGH_Client\20005-004-Streets_Run_CAP\CADD\ES\Plan\ESGEN02.dgn 5/28/2026

SCALE

DATE

SHEET NO. ACCESSION NO.

CASE NO.

SEAN GREGORY MCKEEVER

STREETS RUN CHANNEL REPAIR PROJECT

PREPARED BY:

Consulting Engineers

1350PennAvenue,Suite 300,Pittsburgh, PA 15222-4211

MAY 2026

DESCRIPTION OF PROJECT SOILS

THERMAL IMPACT ANALYSIS

WETLAND IMPACTS

WASHING OF THE ROADWAY WITH WATER IS NOT PERMITTED.

INCREMENTS UNTIL CONDITION IS ALLEVIATED OR INSTALL WASH RACK.

ROADWAY, EXTEND LENGTH OF CONSTRUCTION ENTRANCE BY 50 FOOT

IMMEDIATELY. IF EXCESS AMOUNTS OF SEDIMENTS ARE BEING DEPOSITED ON

ROADWAYS SHALL BE REMOVED AND RETURNED TO THE CONSTRUCTION SITE

MAINTAINED ON SITE FOR THIS PURPOSE. ALL SEDIMENT DEPOSITED ON PAVED

TO THE SPECIFIED DIMENSIONS BY ADDING ROCK. A STOCKPILE SHALL BE

ROCK CONSTRUCTION ENTRANCE THICKNESS SHALL CONSTANTLY BE MAINTAINED

ROCK CONSTRUCTION ENTRANCE1.

FOR BMP CONTROL FACILITIES

MAINTENANCE AND INSPECTION SCHEDULE

THE EXISTING AND PROPOSED FOOTPRINT REMAINS THE SAME.

THERMAL IMPACTS TO THE AMBIENT TEMPERATURE OF THE RECEIVING STREAM.

VEGETATED AREAS. THESE MEASURES WILL HELP AVOID THE POTENTIAL FOR

VEGETATION FOR SHADING, ENCOURAGING INFILTRATION AND INCORPORATING

MITIGATED, TO THE EXTENT PRACTICABLE, BY MAINTAINING NATURAL

THE POTENTIAL THERMAL IMPACTS WILL BE AVOIDED, MINIMIZED, OR

TRANSFER TO RUNOFF FROM IMPERVIOUS AREAS.

INCREASE OR DECREASE, LOSS OF VEGETATED OR RIPARIAN AREAS, AND HEAT

TO NEARBY STREAMS. THE MAIN FACTORS THAT MAY CAUSE A TEMPERATURE

PROJECT RUNOFF HAS THE POTENTIAL TO BE A SOURCE OF THERMAL IMPACTS

PERMANENT STABILIZATION SPECIFICATIONS.

WILL NOT BE REACTIVATED WITHIN ONE YEAR IN ACCORDANCE WITH THE

TEMPORARY STABILIZATION SPECIFICATIONS. STABILIZE THOSE AREAS THAT

WILL BE RE-ACTIVATED WITHIN ONE YEAR IN ACCORDANCE WITH THE

DESCRIBED IN THE PLAN. STABILIZE AREAS NOT AT FINISHED GRADE THAT

NON-GERMINATING MONTHS, APPLY MULCH OR PROTECTIVE BLANKETING AS

ACTIVITIES CEASE IN ANY AREA OR SUB-AREA OF THE PROJECT. DURING

STABILIZE ALL DISTURBED AREAS IMMEDIATELY AFTER EARTH DISTURBANCE

5. VEGETATIVE SURFACE STABILIZATION

CLEANING OF THE WASHOUT FACILITY.

REACH 50% CAPACITY. PLASTIC LINERS SHOULD BE REPLACED WITH EACH

IMMEDIATELY. ACCUMULATED MATERIALS SHOULD BE REMOVED WHEN THEY

OR LEAKING WASHOUTS SHOULD BE DEACTIVATED AND REPAIRED OR REPLACED

ALL CONCRETE WASHOUT FACILITIES SHOULD BE INSPECTED DAILY. DAMAGED

CONCRETE WASHOUT4.

ACHIEVED OVER THE ENTIRE AREA.

VEGETATIVE COVER OF EROSION RESISTANT PERENNIAL SPECIES HAS BEEN

SLOPE IS CONSIDERED PERMANENTLY STABILIZED WHEN A UNIFORM 70%

2026, SECTIONS 804 AND 805.

EXPOSED COMPOST MATERIAL IN ACCORDANCE WITH PENNDOT PUBLICATION 408,

PLACE, SLIT OPEN TO EXPOSE THE COMPOST MATERIAL. SEED AND MULCH

LEAVE FILTER SOCK IN PLACE. IF DIRECTED TO LEAVE FILTER SOCK IN

AT COMPLETION OF PROJECT, REMOVE FILTER SOCK OR, WHEN DIRECTED,

HEIGHT OF THE SOCK.

APPROVED UPLAND SITE WHEN IT REACHES ONE-THIRD (1/3) OF THE EXPOSED

REPLACE DAMAGED AREAS IMMEDIATELY. REMOVE ACCUMULATED SEDIMENT TO AN

DAMAGE THAT WOULD MAKE THE FILTER SOCK NON-FUNCTIONING. REPAIR OR

INSPECT THE COMPOST FILTER SOCK WEEKLY AND AFTER ANY RUNOFF EVENT FOR

MAINTAIN COMPOST FILTER SOCK UNTIL THE PROJECT HAS BEEN COMPLETED.

2. COMPOST FILTER SOCK

GILPIN-UPSHUR COMPLEX, VERY STEEP

URBAN LANDUB

GQF

UCD URBAN LAND-CULLEOKA COMPLEX, MODERATELY STEEP

UCD

UB

GQF

SYMBOL

MAP

URBAN LAND-CULLEOKA COMPLEX, MODERATELY STEEP

URBAN LAND

GILPIN-UPSHUR COMPLEX, VERY STEEP

C

GROUP

HYDROLOGIC

HYDRIC CRITERIA.

NONIRRIGATED LAND CAPABILITY CLASSIFICATION IS 7E. THIS SOIL DOES NOT MEET

THIS THIN ORGANIC HORIZON THE ORGANIC MATTER CONTENT IS ABOUT 2 PERCENT.

ORGANIC MATTER CONTENT IN THE SURFACE HORIZON IS ABOUT 69 PERCENT. BELOW

NOT PONDED. THERE IS NO ZONE OF WATER SATURATION WITHIN A DEPTH OF 72 INCHES.

IS MODERATE. SHRINK-SWELL POTENTIAL IS HIGH. THIS SOIL IS NOT FLOODED. IT IS

IS VERY LOW. AVAILABLE WATER TO A DEPTH OF 60 INCHES (OR RESTRICTED DEPTH)

DRAINAGE CLASS IS WELL DRAINED. WATER MOVEMENT IN THE MOST RESTRICTIVE LAYER

ROOT RESTRICTIVE LAYER, BEDROCK, LITHIC, IS 40 TO 70 INCHES. THE NATURAL

CONSISTS OF CLAYEY RESIDUUM WEATHERED FROM LIMESTONE AND SHALE. DEPTH TO A

75 PERCENT. THIS COMPONENT IS ON…