Bid_Drawings:_2024-87134_Lewis_Park_Plan_Bid_Set_10-5.pdf

9 MB Posted

Attached to
Lewis Park Improvements
Solicitation number
2026-IFB-222
Issued by
Allegheny County, Pennsylvania

About this file

Written by GovTribe AI ·

Lewis Park Improvements - Bid Drawings Summary

These are the 100% bid construction drawings for Lewis Park Improvements, a project undertaken by the City of Pittsburgh Bureau of Facilities Department of Public Works located at 112 Berwick Street, Pittsburgh, PA 15207 (Project No. 2024-87134). The project encompasses comprehensive park improvements including site demolition, grading, paving, landscaping, and installation of various amenities. Key project components include demolition of existing asphalt, concrete curbs, playground equipment, basketball systems, and site features; installation of new concrete and asphalt paving; construction of chain-link fencing (both 8' and 10' heights); establishment of planting beds with native trees and perennial plantings; installation of benches with concrete pads, picnic tables, trash and recycling receptacles, a park grill, a pavilion shelter, a spray pad, and a polycarbonate basketball system. The drawings are dated October 5, 2026, and consist of thirteen sheets including demolition/existing conditions plans, site plans, layout plans, dimensioning plans, grading plans, planting plans, and construction details for various elements. The project requires coordination between the general contractor and separate playground installers, with the general contractor responsible for site access, schedule coordination, and restoration of any damage caused by playground installation.

The bid drawings include detailed specifications for materials and construction standards, with multiple alternates available for bidders to price separately, including: Alternate #1 for furnishing and installing additional trees; Alternate #2 for trash and recycling receptacles with concrete pads; Alternate #3 for 6-inch concrete paving in lieu of 4-inch; and Alternate #4 for additional landscape plantings. The project includes grading with positive drainage requirements, poured-in-place synthetic playground safety surfacing (to be installed by others), and extensive planting plans featuring native species such as Eastern Hophornbeam, Cornelian Cherry Dogwood, Autumn Flowering Cherry, and various perennials and groundcovers. Construction details specify standard duty asphalt paving with aggregate subbase, concrete paving with broom finish, bench installations with anchor bolts, chain-link fencing specifications, and a pre-fabricated wood shelter structure. The drawings indicate survey information was obtained from a topographical survey prepared by Civil and Environmental Consultants on May 1, 2026, with two control points established for layout reference.

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Other files

File Type Posted
Lewis_Park_Improvements_(Addendum_#1_Revision).pdf PDF
ADDENDUM_1_2024-87134_Lewis_Park_Plan_Bid_Set_DP.02.pdf PDF
Lewis_Park_Improvements.pdf PDF
Lewis_Park_-_Schedule_of_Values_Template.xlsx XLSX spreadsheet
Pennsylvania_Prevailing_Wage_Determination_-_10.5.2026_Lewis_Park_Improvements.aspx —

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City of Pittsburgh

Bureau of Facilities

Department of Public Works

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2024-87134

10/5/2026

COVER SHEET

COVER

0 13

LEWIS PARK IMPROVEMENTS

112 BERWICK STREET, PITTSBURGH, PA 15207

DPW PROJECT NO. 2024-87134

100% BID DOCUMENTS

VICINITY MAP

(NOT TO SCALE)

COVER COVER SHEET (0)

EX.01 EX. CONDITIONS/ DEMO PLAN (1)

SP.01 SITE PLAN (2)

LP.01 LAYOUT PLAN (3)

DP.01 DIMENSIONING PLAN (4)

DP.02 BASKETBALL COURT DIM. AND COLOR PLAN (5)

GP.01 GRADING PLAN (6)

PP.01 PLANTING PLAN (7)

PD.01 PLANTING ALTERNATE DETAILS (8)

CD.01 CONSTRUCTION DETAILS (9)

CD.02 CONSTRUCTION DETAILS (10)

CD.03 CONSTRUCTION DETAILS (11)

CD.04 POLIGON DETAILS (12)

CD.05 AQUATIX REFERENCE DETAILS (13)

SITE: LEWIS PARK

10/5/2026

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DEMOLITION LEGEND:

ASPHALT DEMOLITION

POURED-IN-PLACE SURFACE

DEMOLITION

SITE AMENITY DEMOLITION

CONCRETE DEMOLITION

TREE PROTECTION FENCING

DEMOLITION NOTES:

D-1 DEMOLISH EXISTING SAFETY SURFACE AND EXISTING

SUB-BASE. REFERENCE PLAYGROUND DRAWINGS FOR

EXCAVATION DEPTH (6").

D-2 DEMOLISH EXISTING CONCRETE CURBS AND FOOTERS. *NOTE:

CONCRETE FOOTERS NOT SHOWN ON PLAN ARE INTEGRATED

WITHIN EXISTING ASPHALT AND NEED TO BE REMOVED.

D-3 DEMOLISH AND REMOVE EXISTING PARK BENCHES AND

FOOTINGS AS SHOWN (MULTIPLE LOCATIONS).

D-4 DEMOLISH AND REMOVE EXISTING PLAYGROUND EQUIPMENT,

FOOTINGS.

D-5 PROTECT AND PRESERVE EXISTING SITE TREES, INSTALL

TREE PROTECTION FENCE, AS SHOWN.

D-6 CLEAR DEBRIS FROM INLET. INSTALL INLET PROTECTION.

D-7 REMOVE EXISTING GRILL AND FOOTING.

D-8 DEMOLISH EXISTING BITUMINOUS PAVEMENT AND

AGGREGATE BASE TO SAW LINE OR TO ADJACENT PAVEMENT,

AS SHOWN.

D-9 SALVAGE AND STORE EXISTING BLEACHERS. SEE SITE PLAN

FOR INSTALLATION LOCATION.

D-10 DEMOLISH AND REMOVE EXISTING BASKETBALL SYSTEMS.

D-11 DEMOLISH AND REMOVE EXISTING PLAYER BENCHES AND

CURB, INCLUDE FOOTINGS.

D-12 REMOVE DAMAGED AND DECAYING TREES AND GRIND

STUMPS AS NECESSARY TO ALLOW FOR NEW TREE

PLANTINGS.

D-13 PROTECT AND MAINTAIN EXISTING LIGHT POLES AS SHOWN.

D-14 DEMOLISH AND REMOVE EXISTING LIGHT POLES AS SHOWN.

D-15 REMOVE EXISTING SITE FENCING AS SHOWN.

D-16 NEW PERIMETER CHAIN-LINK FENCING AND GATES TO REMAIN

AND BE PROTECTED.

SURVEY NOTES:

1. SURVEY INFORMATION OBTAINED FROM A TOPOGRAPHICAL

SURVEY PREPARED BY CIVIL AND ENVIRONMENTAL

CONSULTANTS ON MAY 1, 2026.

REMOVAL NOTES:

1. PERFORM ONSITE REVIEW TO VERIFY EXISTING SITE

CONDITIONS. CONFIRM LOCATIONS OF ON-SITE UTILITIES

(ELECTRIC, WATER, SANITARY, ETC.) PRIOR TO START OF WORK.

2. REMOVE EXISTING FEATURES AS REQUIRED TO ACCOMMODATE

NEW CONSTRUCTION.

3. REPAIR AND REPLACE MAINTAINED SITE FEATURES DAMAGED

DURING CONSTRUCTION TO THE PRE-CONSTRUCTION

CONDITION.

4. SAWCUT PAVEMENT TO ACCOMMODATE REMOVALS. SAWCUT

LINES SHALL BE STRAIGHT, TRUE, AND UNIFORM.

INLET PROTECTION

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City of Pittsburgh

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2024-87134

10/5/2026

EXISTING

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10/5/2026

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144697/ SL60860 WITH LAMP

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VZ3

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SL50041 W/ PLAYGROUND SIGN

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SL12297

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SL49798 WITH LAMP

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C. BASIN T=777.00 FILLED

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C. BASIN T=776.97 FILLED

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C. BASIN T=790.80 I=788.2

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C. BASIN T=790.50 FILLED

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COMB. MH. T=790.89 I=779.3 (S) I=779.2 (N)

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C. BASIN T=774.42 FILLED

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STM. MH. T=774.79 I=773.0 (N) I=770.8 (E) I=770.7 (NE) I=770.2 (NW) I=769.8 (SW)

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C. BASIN T=774.26 I=772.4 (N) I=770.8 (E)

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C. BASIN (TWO GRATES) T=779.40

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6" DRAIN PIPE I=777.0

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6" DRAIN PIPE I=777.0

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6" DRAIN PIPE I=777.0

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6" DRAIN PIPE I=776.9

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6" DRAIN PIPE I=777.0

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6" DRAIN PIPE I=776.7

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6" DRAIN PIPE I=776.3

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6" DRAIN PIPE I=776.0

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6" DRAIN PIPE I=775.7

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6" DRAIN PIPE I=775.8

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6" DRAIN PIPE I=775.8

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6" DRAIN PIPE I=775.5

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6" DRAIN PIPE I=775.4

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COMB. MH. T=776.95 I=769.4 (N) I=768.3 (E) I=768.1 (W)

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COMB. MH. T=776.88 I=765.4 (N) I=765.3 (S)

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PLAYGROUND SWINGS

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PLAYGROUND MERRY-GO-ROUND

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POSSIBLE DRAIN I=788.6

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BENCHMARK SPIKE SET IN POLE EL.=793.90'

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IRVINE STREET

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BERWICK STREET

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CHATSWORTH AVENUE

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METAL BLEACHERS

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BENCH

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15" UNK.

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15" TERRA

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18" METAL

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18" METAL

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CONTROL POINT 97 N: 401017.48 E: 1357425.18 EL: 790.56 5/8" REBAR W/ CEC CAP

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CONTROL POINT 96 N: 400977.69 E: 1357295.51 EL: 776.80 MAG NAIL

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RUBBER SURFACE BORDER

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BW=792.17

AutoCAD SHX Text

BW=791.30

AutoCAD SHX Text

BW=787.50

AutoCAD SHX Text

BW=784.47

AutoCAD SHX Text

BW=784.80

AutoCAD SHX Text

BW=783.29

AutoCAD SHX Text

BW=782.76

AutoCAD SHX Text

BW=782.79

AutoCAD SHX Text

BW=786.26

AutoCAD SHX Text

BW=786.69

AutoCAD SHX Text

BW=785.57

AutoCAD SHX Text

BW=783.89

AutoCAD SHX Text

BW=784.20

AutoCAD SHX Text

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AutoCAD SHX Text

BW=783.79

AutoCAD SHX Text

BW=784.04

AutoCAD SHX Text

BW=784.00

AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

BW=783.49

AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

BW=781.51

AutoCAD SHX Text

BW=777.07

AutoCAD SHX Text

BW=776.68

AutoCAD SHX Text

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AutoCAD SHX Text

BW=776.25

AutoCAD SHX Text

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AutoCAD SHX Text

BW=780.86

AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

BW=774.98

AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text 783.3

AutoCAD SHX Text 786.1

AutoCAD SHX Text 784.5

AutoCAD SHX Text 783.3

AutoCAD SHX Text 783.3

AutoCAD SHX Text 782.5

AutoCAD SHX Text

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MH

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DWS

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TC/BC

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TW/BW

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AutoCAD SHX Text Project Address

AutoCAD SHX Text Project Title

AutoCAD SHX Text Project No.

AutoCAD SHX Text Sheet Title

AutoCAD SHX Text Sheet No.

AutoCAD SHX Text of

AutoCAD SHX Text Scale:

X

X X

X X

X X

X X

X X

X X

X X

X

X

CD.02

CD.02

CD.01

DP.02

CD.01

PD.01

CD.03

CD.01

1-4

CD.04

CD.01

CD.03

CD.02

PD.01

BENCH AND

CONCRETE PAD

(TYP.)

PLAY EQUIPMENT,

SAFETY SURFACE, AND

AGGREGATE SUB-BASE

BY OTHERS

STANDARD

DUTY ASPHALT

PAVING

ALT #1: PROPOSED

TREES (BY OTHERS)

COURT SURFACING

AND STRIPING PER

LAYOUT

DIMENSIONS.

10' CHAIN-LINK FENCE

4" CONCRETE

PAVING (TYP.)

ALT #1: PROPOSED

TREES (BY OTHERS)

PAVILION CONCRETE PAD.

PAVILION PURCHASED BY

OWNER, INSTALLED BY

CONTRACTOR.

RELOCATE EXISTING

BLEACHERS

PARK GRILL

BENCH AND

CONCRETE PAD

(TYP.)

BENCH AND

CONCRETE PAD

(TYP.)

SPRAY PAD

ALT #2 TRASH

& RECYCLING

RECEPTACLES

8' CHAIN-LINK FENCE

FURNISH AND

INSTALL

OUTDOOR TABLE

SEE LANDSCAPE PLAN FOR

LAWN AND PLANTING

SPECIFICATIONS.

SPLASH ZONE

POLYCARBONATE

BASKETBALL

SYSTEM. TYP.

BENCH AND

CONCRETE PAD (TYP.)

PLANTING BED

(TYP.)

EXISTING LIGHTS TO

REMAIN

EXISTING

LIGHTS TO

REMAIN

ALT #1: PROPOSED

TREES (BY OTHERS)

WATER FOUNTAIN

INSTALLATION

(BY OTHERS)

PROPOSED BENCH

PROPOSED OUTDOOR TABLE

LAYOUT NOTES:

1. VERIFY LAYOUT WITH OWNER PRIOR TO CONSTRUCTION AND

ADJUST AS REQUIRED

2. REPAIR AND/OR REPLACE ADJACENT PAVING DAMAGED OR

REMOVED DUE TO CONSTRUCTION OPERATIONS

3. MATCH EXISTING PAVING FOR CUT AND PATCH WORK WITHIN

PUBLIC RIGHTS-OF-WAY REQUIRED FOR SITE

IMPROVEMENTS, IN STRICT ACCORDANCE WITH STANDARDS

AND SPECIFICATIONS OF GOVERNING AUTHORITIES

4. LOCATE CONTROL JOINTS 5'-0" O.C. UNLESS OTHERWISE

SPECIFIED; LOCATE EXPANSION JOINTS 25'-0" O.C. PLACE

EXPANSION JOINTS AT ALL AREAS WHERE CONCRETE MEETS

A BUILDING, BASE OF COLUMN OR OTHER ADJOINING

VERTICAL SURFACE. REVIEW LAYOUT OF CONTROL AND

EXPANSION JOINTS WITH OWNER OR OWNER'S REP. PRIOR

TO PLACEMENT OF CONCRETE.

5. DETERMINE THE LOCATION OF UNDERGROUND UTILITIES OR

FEATURES TO REMAIN DO NOT INTERFERE WITH PROPOSED

IMPROVEMENTS. CONTACT OWNER FOR ALTERNATE

LOCATIONS IF REQUIRED

6. CONSTRUCTION NOTES AND TYPICALS MAY APPEAR ONLY

ONCE ON DRAWINGS, BUT APPLY TO ALL SIMILAR

CONDITIONS WHERE NEW CONSTRUCTION OCCURS TO

FULFILL THE INTENT OF THE DRAWINGS

GENERAL NOTES:

1. THE CITY RESERVES THE RIGHT TO HOLD SEPARATE CONTRACTS

WITH SELECTED GC AND PLAYGROUND INSTALLERS. GC IS

EXPECTED TO COORDINATE SCHEDULE WITH PLAYGROUND

INSTALLERS, PROVIDE/MAINTAIN SITE ACCESS AND WORK WITH

PLAYGROUND INSTALLER TO RESTORE DAMAGE TO THE SITE.

2. GC SHALL DOCUMENT AND NOTIFY CITY PROJECT MANAGER

IMMEDIATELY FOLLOWING DAMAGE CAUSED BY PLAYGROUND

INSTALLER.

PROPOSED LEGEND:

PROPOSED POURED-IN-PLACE

SAFETY SURFACE (BY OTHERS)

PROPOSED CONCRETE

PROPOSED CHAIN-LINK FENCE X

PROPOSED ASPHALT

PROPOSED GRASS AREA

ALTERNATES:

1. ADD ALTERNATE #1 - FURNISH AND INSTALL TREES AS NOTED.

2. ADD ALTERNATE #2 - FURNISH AND INSTALL TRASH AND

RECYCLING RECEPTACLES AND ASSOCIATED CONCRETE PAD.

3. ADD ALTERNATE #3 - 6" CONCRETE IN LIEU OF 4" (AS SHOWN

ON PLANS).

4. ADD ALTERNATE #4 - FURNISH AND INSTALL ADDITIONAL

LANDSCAPE PLANTINGS AS NOTED ON LANDSCAPE PLAN

SHEET.

EXISTING LEGEND:

CONTOUR

DRIP LINE

OVERHEAD ELECTRIC

GAS LINE

0V-E

GAS GAS GAS

WATER LINEW W

COMBINED SEWER LINECOMB

SIGN

CHAIN LINK FENCE

CATCH BASIN

COMBINATION MANHOLE

WATER BOX (WB)

FIRE HYDRANT

TREE, DECIDUOUS

POWER POLE

GUY WIRE

BENCHMARK

SPOT ELEVATION

TELEPHONE LINET T

MANHOLE (UTILITY UNKNOWN)

DETECTABLE WARNING STRIP

TOP/BOTTOM OF CURB

TOP/BOTTOM OF WALL

LIGHT STANDARD

CURB CUT (CC)

CONTROL POINT SET

PROPOSED PLANTING AREA

PROPOSED MULCH

ADD ALTERNATE #3 - 6" CONCRETE

Scale: 1" = 10' (on 24x36 paper)

0 10 20 40

NORTH

LE

W

IS

P

AR

K

IM

PR

O

VE

M

EN

TS

PI

TT

SB

U

R G

H , P

A

City of Pittsburgh

Bureau of Facilities

Department of Public Works

BE

R

W

IC

K

ST

2024-87134

SITE PLAN

SP.01

2Scale: 1" = 10' (on 24x36 paper)

0 10 20 40

NORTH

10/5/2026

10/5/2026

1" = 10'

AutoCAD SHX Text

144697/ SL60860 WITH LAMP

AutoCAD SHX Text

NO NUMBER

AutoCAD SHX Text

VZ3

AutoCAD SHX Text

NO NUMBER

AutoCAD SHX Text

NO NUMBER

AutoCAD SHX Text

SL50041 W/ PLAYGROUND SIGN

AutoCAD SHX Text

SL12297

AutoCAD SHX Text

SL49798 WITH LAMP

AutoCAD SHX Text

C. BASIN T=777.00 FILLED

AutoCAD SHX Text

C. BASIN T=776.97 FILLED

AutoCAD SHX Text

C. BASIN T=790.80 I=788.2

AutoCAD SHX Text

C. BASIN T=790.50 FILLED

AutoCAD SHX Text

COMB. MH. T=790.89 I=779.3 (S) I=779.2 (N)

AutoCAD SHX Text

COMB. MH. T=790.33 I=786.3 (15")(E) I=782.7 (S) I=777.0 (E) I=776.9 (W)

AutoCAD SHX Text

C. BASIN T=774.42 FILLED

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STM. MH. T=774.79 I=773.0 (N) I=770.8 (E) I=770.7 (NE) I=770.2 (NW) I=769.8 (SW)

AutoCAD SHX Text

C. BASIN T=774.26 I=772.4 (N) I=770.8 (E)

AutoCAD SHX Text

C. BASIN (TWO GRATES) T=779.40

AutoCAD SHX Text

6" DRAIN PIPE I=777.0

AutoCAD SHX Text

6" DRAIN PIPE I=777.0

AutoCAD SHX Text

6" DRAIN PIPE I=777.0

AutoCAD SHX Text

6" DRAIN PIPE I=776.9

AutoCAD SHX Text

6" DRAIN PIPE I=777.0

AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

6" DRAIN PIPE I=775.9

AutoCAD SHX Text

6" DRAIN PIPE I=775.9

AutoCAD SHX Text

6" DRAIN PIPE I=776.0

AutoCAD SHX Text

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AutoCAD SHX Text

6" DRAIN PIPE I=775.8

AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

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COMB. MH. T=776.88 I=765.4 (N) I=765.3 (S)

AutoCAD SHX Text

POSSIBLE DRAIN I=788.8

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BENCHMARK SPIKE SET IN POLE EL.=793.90'

AutoCAD SHX Text

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AutoCAD SHX Text

IRVINE STREET

AutoCAD SHX Text

BERWICK STREET

AutoCAD SHX Text

CHATSWORTH AVENUE

AutoCAD SHX Text

WB

AutoCAD SHX Text

WB

AutoCAD SHX Text

15" UNK.

AutoCAD SHX Text

15" UNK.

AutoCAD SHX Text

15" METAL

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15" METAL

AutoCAD SHX Text

15" TERRA

AutoCAD SHX Text

UNK.

AutoCAD SHX Text

UNK.

AutoCAD SHX Text

UNK.

AutoCAD SHX Text

WB

AutoCAD SHX Text

WB

AutoCAD SHX Text

WB

AutoCAD SHX Text

WB

AutoCAD SHX Text

15" TERRA

AutoCAD SHX Text

10" UNK.

AutoCAD SHX Text

15" TERRA

AutoCAD SHX Text

18" METAL

AutoCAD SHX Text

18" METAL

AutoCAD SHX Text

PER PLAN

AutoCAD SHX Text

UNK.

AutoCAD SHX Text

PER PLAN

AutoCAD SHX Text

6" DRAIN PIPE I=776.4

AutoCAD SHX Text

PER PLAN

AutoCAD SHX Text

PER PLAN

AutoCAD SHX Text

PER PLAN

AutoCAD SHX Text

CONTROL POINT 97 N: 401017.48 E: 1357425.18 EL: 790.56 5/8" REBAR W/ CEC CAP

AutoCAD SHX Text

CONTROL POINT 96 N: 400977.69 E: 1357295.51 EL: 776.80 MAG NAIL

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PER PLAN

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text D

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AutoCAD SHX Text

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AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

MH

AutoCAD SHX Text

DWS

AutoCAD SHX Text

TC/BC

AutoCAD SHX Text

TW/BW

AutoCAD SHX Text Revisions

AutoCAD SHX Text Project Address

AutoCAD SHX Text Project Title

AutoCAD SHX Text Project No.

AutoCAD SHX Text Sheet Title

AutoCAD SHX Text Sheet No.

AutoCAD SHX Text of

AutoCAD SHX Text Scale:

X X

X X

X X

X X

X X

X X

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X

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LAYOUT NOTES:

1. VERIFY LAYOUT WITH OWNER PRIOR TO CONSTRUCTION AND

ADJUST AS REQUIRED

2. REPAIR AND/OR REPLACE ADJACENT PAVING DAMAGED OR

REMOVED DUE TO CONSTRUCTION OPERATIONS

3. MATCH EXISTING PAVING FOR CUT AND PATCH WORK WITHIN

PUBLIC RIGHTS-OF-WAY REQUIRED FOR SITE

IMPROVEMENTS, IN STRICT ACCORDANCE WITH STANDARDS

AND SPECIFICATIONS OF GOVERNING AUTHORITIES

4. LOCATE CONTROL JOINTS 5'-0" O.C. UNLESS OTHERWISE

SPECIFIED; LOCATE EXPANSION JOINTS 25'-0" O.C. PLACE

EXPANSION JOINTS AT ALL AREAS WHERE CONCRETE MEETS

A BUILDING, BASE OF COLUMN OR OTHER ADJOINING

VERTICAL SURFACE. REVIEW LAYOUT OF CONTROL AND

EXPANSION JOINTS WITH OWNER OR OWNER'S REP. PRIOR

TO PLACEMENT OF CONCRETE.

5. DETERMINE THE LOCATION OF UNDERGROUND UTILITIES OR

FEATURES TO REMAIN DO NOT INTERFERE WITH PROPOSED

IMPROVEMENTS. CONTACT OWNER FOR ALTERNATE

LOCATIONS IF REQUIRED

6. CONSTRUCTION NOTES AND TYPICALS MAY APPEAR ONLY

ONCE ON DRAWINGS, BUT APPLY TO ALL SIMILAR

CONDITIONS WHERE NEW CONSTRUCTION OCCURS TO

FULFILL THE INTENT OF THE DRAWINGS

SURVEY NOTES:

1. SURVEY INFORMATION OBTAINED FROM A TOPOGRAPHICAL

SURVEY PREPARED BY CIVIL AND ENVIRONMENTAL

CONSULTANTS ON MAY 1, 2026.

CONTOUR

DRIP LINE

OVERHEAD ELECTRIC

GAS LINE

0V-E

GAS GAS GAS

WATER LINEW W

COMBINED SEWER LINECOMB

SIGN

CHAIN LINK FENCE

CATCH BASIN

COMBINATION MANHOLE

WATER BOX (WB)

FIRE HYDRANT

TREE, DECIDUOUS

POWER POLE

GUY WIRE

BENCHMARK

SPOT ELEVATION

TELEPHONE LINET T

MANHOLE (UTILITY UNKNOWN)

DETECTABLE WARNING STRIP

TOP/BOTTOM OF CURB

TOP/BOTTOM OF WALL

LIGHT STANDARD

CURB CUT (CC)

CONTROL POINT SET

EXISTING LEGEND:

PROPOSED LEGEND:

LAYOUT POINT

N401305.14 E1357443.16

Scale: 1" = 10' (on 24x36 paper)

0 10 20 40

NORTH

LE

W

IS

P

AR

K

IM

PR

O

VE

M

EN

TS

PI

TT

SB

U

R G

H , P

A

City of Pittsburgh

Bureau of Facilities

Department of Public Works

BE

R

W

IC

K

ST

2024-87134

LAYOUT PLAN

LP.01

3Scale: 1" = 10' (on 24x36 paper)

0 10 20 40

NORTH

10/5/2026

10/5/2026

1" = 10'

AutoCAD SHX Text

144697/ SL60860 WITH LAMP

AutoCAD SHX Text

NO NUMBER

AutoCAD SHX Text

VZ3

AutoCAD SHX Text

NO NUMBER

AutoCAD SHX Text

NO NUMBER

AutoCAD SHX Text

SL50041 W/ PLAYGROUND SIGN

AutoCAD SHX Text

SL12297

AutoCAD SHX Text

SL49798 WITH LAMP

AutoCAD SHX Text

C. BASIN T=777.00 FILLED

AutoCAD SHX Text

C. BASIN T=776.97 FILLED

AutoCAD SHX Text

C. BASIN T=790.80 I=788.2

AutoCAD SHX Text

C. BASIN T=790.50 FILLED

AutoCAD SHX Text

COMB. MH. T=790.89 I=779.3 (S) I=779.2 (N)

AutoCAD SHX Text

COMB. MH. T=790.33 I=786.3 (15")(E) I=782.7 (S) I=777.0 (E) I=776.9 (W)

AutoCAD SHX Text

C. BASIN T=774.42 FILLED

AutoCAD SHX Text

STM. MH. T=774.79 I=773.0 (N) I=770.8 (E) I=770.7 (NE) I=770.2 (NW) I=769.8 (SW)

AutoCAD SHX Text

C. BASIN T=774.26 I=772.4 (N) I=770.8 (E)

AutoCAD SHX Text

C. BASIN (TWO GRATES) T=779.40

AutoCAD SHX Text

6" DRAIN PIPE I=777.0

AutoCAD SHX Text

6" DRAIN PIPE I=777.0

AutoCAD SHX Text

6" DRAIN PIPE I=777.0

AutoCAD SHX Text

6" DRAIN PIPE I=776.9

AutoCAD SHX Text

6" DRAIN PIPE I=777.0

AutoCAD SHX Text

6" DRAIN PIPE I=776.5

AutoCAD SHX Text

6" DRAIN PIPE I=776.6

AutoCAD SHX Text

6" DRAIN PIPE I=776.7

AutoCAD SHX Text

6" DRAIN PIPE I=776.3

AutoCAD SHX Text

6" DRAIN PIPE I=776.5

AutoCAD SHX Text

6" DRAIN PIPE I=776.3

AutoCAD SHX Text

6" DRAIN PIPE I=776.3

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6" DRAIN PIPE I=775.9

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6" DRAIN PIPE I=775.9

AutoCAD SHX Text

6" DRAIN PIPE I=776.0

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6" DRAIN PIPE I=775.7

AutoCAD SHX Text

6" DRAIN PIPE I=775.8

AutoCAD SHX Text

6" DRAIN PIPE I=775.8

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6" DRAIN PIPE I=775.5

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6" DRAIN PIPE I=775.4

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COMB. MH. T=776.95 I=769.4 (N) I=768.3 (E) I=768.1 (W)

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COMB. MH. T=776.88 I=765.4 (N) I=765.3 (S)

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POSSIBLE DRAIN I=788.8

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POSSIBLE DRAIN I=788.7

AutoCAD SHX Text

POSSIBLE DRAIN I=789.2

AutoCAD SHX Text

POSSIBLE DRAIN I=788.9

AutoCAD SHX Text

POSSIBLE DRAIN I=789.6

AutoCAD SHX Text

POSSIBLE DRAIN I=788.6

AutoCAD SHX Text

POSSIBLE DRAIN I=788.6

AutoCAD SHX Text

BENCHMARK SPIKE SET IN POLE EL.=793.90'

AutoCAD SHX Text

COMB. MH. T=774.63 I=765.0 (E) I=764.1 (N) I=763.9 (S)

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IRVINE STREET

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BERWICK STREET

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CHATSWORTH AVENUE

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WB

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WB

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15" UNK.

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15" UNK.

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15" METAL

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15" METAL

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15" TERRA

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UNK.

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UNK.

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WB

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WB

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WB

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WB

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15" TERRA

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10" UNK.

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15" TERRA

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18" METAL

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18" METAL

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PER PLAN

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UNK.

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6" DRAIN PIPE I=776.4

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PER PLAN

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PER PLAN

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PER PLAN

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CONTROL POINT 97 N: 401017.48 E: 1357425.18 EL: 790.56 5/8" REBAR W/ CEC CAP

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CONTROL POINT 96 N: 400977.69 E: 1357295.51 EL: 776.80 MAG NAIL

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PER PLAN

AutoCAD SHX Text D

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AutoCAD SHX Text 781.23

AutoCAD SHX Text 781.57

AutoCAD SHX Text 781.94

AutoCAD SHX Text 782.04

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AutoCAD SHX Text 781.98

AutoCAD SHX Text 782.54

AutoCAD SHX Text 782.62

AutoCAD SHX Text 783.58

AutoCAD SHX Text 783.47

AutoCAD SHX Text 782.42

AutoCAD SHX Text 782.23

AutoCAD SHX Text 782.00

AutoCAD SHX Text 781.76

AutoCAD SHX Text 781.20

AutoCAD SHX Text 780.40

AutoCAD SHX Text 779.92

AutoCAD SHX Text 781.21

AutoCAD SHX Text 781.50

AutoCAD SHX Text 781.66

AutoCAD SHX Text 782.86

AutoCAD SHX Text 782.45

AutoCAD SHX Text 781.91

AutoCAD SHX Text 782.25

AutoCAD SHX Text 783.00

AutoCAD SHX Text 783.18

AutoCAD SHX Text 783.90

AutoCAD SHX Text 783.75

AutoCAD SHX Text 782.78

AutoCAD SHX Text 782.48

AutoCAD SHX Text 783.67

AutoCAD SHX Text 783.40

AutoCAD SHX Text 783.59

AutoCAD SHX Text 782.36

AutoCAD SHX Text 782.07

AutoCAD SHX Text 781.80

AutoCAD SHX Text 781.54

AutoCAD SHX Text 781.99

AutoCAD SHX Text 782.16

AutoCAD SHX Text 783.12

AutoCAD SHX Text 783.36

AutoCAD SHX Text 783.30

AutoCAD SHX Text 783.04

AutoCAD SHX Text 781.88

AutoCAD SHX Text 781.71

AutoCAD SHX Text 783.93

AutoCAD SHX Text 783.94

AutoCAD SHX Text 783.71

AutoCAD SHX Text 783.83

AutoCAD SHX Text 783.23

AutoCAD SHX Text 783.24

AutoCAD SHX Text 782.86

AutoCAD SHX Text 782.67

AutoCAD SHX Text 782.71

AutoCAD SHX Text 783.01

AutoCAD SHX Text 782.93

AutoCAD SHX Text 783.11

AutoCAD SHX Text 782.45

AutoCAD SHX Text 782.56

AutoCAD SHX Text 782.72

AutoCAD SHX Text 782.30

AutoCAD SHX Text 782.53

AutoCAD SHX Text 782.28

AutoCAD SHX Text 782.75

AutoCAD SHX Text 783.32

AutoCAD SHX Text 783.16

AutoCAD SHX Text 783.17

AutoCAD SHX Text 783.22

AutoCAD SHX Text 783.92

AutoCAD SHX Text 783.95

AutoCAD SHX Text 783.67

AutoCAD SHX Text 783.51

AutoCAD SHX Text 783.19

AutoCAD SHX Text 782.54

AutoCAD SHX Text 782.34

AutoCAD SHX Text 782.33

AutoCAD SHX Text 781.65

AutoCAD SHX Text 783.31

AutoCAD SHX Text 783.40

AutoCAD SHX Text 782.96

AutoCAD SHX Text 782.05

AutoCAD SHX Text 781.90

AutoCAD SHX Text 783.23

AutoCAD SHX Text 783.27

AutoCAD SHX Text 782.09

AutoCAD SHX Text 782.16

AutoCAD SHX Text 782.13

AutoCAD SHX Text 782.26

AutoCAD SHX Text 782.33

AutoCAD SHX Text 782.54

AutoCAD SHX Text 782.50

AutoCAD SHX Text 782.06

AutoCAD SHX Text 781.04

AutoCAD SHX Text 780.61

AutoCAD SHX Text 780.47

AutoCAD SHX Text 781.41

AutoCAD SHX Text 781.75

AutoCAD SHX Text 779.76

AutoCAD SHX Text 779.99

AutoCAD SHX Text 780.08

AutoCAD SHX Text 780.43

AutoCAD SHX Text 780.48

AutoCAD SHX Text 782.72

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BC=783.32

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BC=780.32

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BC=777.47

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BC=775.60

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BC=774.50

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BC=774.50

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BC=774.35

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BC=775.00

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BC=775.32

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BC=775.52

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BC=775.78

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BC=776.04

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BC=776.32

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BC=776.38

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BC=776.46

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BC=776.80

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BC=777.69

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BC=781.31

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BC=782.96

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BC=785.41

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BC=788.55

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BC=790.10

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BC=790.29

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BC=790.53

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BC=790.64

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BC=790.50

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BC=790.49

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BC=790.52

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BC=790.55

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BC=790.83

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BC=791.12

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BC=791.42

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BC=791.70

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BC=791.93

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BC=792.00

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BC=792.03

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BC=791.56

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BC=791.17

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BC=791.92

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BC=786.88

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TC=791.48

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TC=791.63

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TC=791.95

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TC=792.18

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TC=792.25

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TC=787.18

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TC=783.58

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TC=780.73

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TC=777.81

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TC=776.01

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TC=774.68

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TC=774.48

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TC=774.55

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TC=774.81

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TC=775.00

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TC=775.40

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TC=775.57

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TC=775.93

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TC=776.10

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TC=776.32

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TC=776.62

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TC=776.45

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TC=776.61

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TC=777.37

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TC=778.18

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TC=781.54

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TC=783.20

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TC=785.63

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TC=788.81

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TC=790.37

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TC=790.44

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TC=790.62

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TC=790.69

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TC=790.83

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TC=790.58

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TC=790.61

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TC=790.78

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TC=791.13

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TC=791.28

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TC=791.57

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TC=791.88

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TC=792.06

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BW=790.97

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BW=791.34

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BW=791.45

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BW=791.83

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BW=792.15

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BW=792.24

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BW=792.25

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BW=792.17

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BW=787.50

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BW=784.47

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BW=783.29

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BW=782.76

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BW=782.79

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BW=786.26

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BW=785.57

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BW=783.89

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BW=784.20

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BW=784.16

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BW=783.79

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BW=784.04

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BW=788.92

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BW=790.74

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BW=783.49

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BW=786.03

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BW=783.26

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BW=783.29

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BW=782.08

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BW=782.26

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BW=777.96

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BW=781.51

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BW=777.07

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BW=776.68

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BW=781.21

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BW=776.25

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BW=776.08

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BW=780.86

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BW=775.86

AutoCAD SHX Text

BW=780.49

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BW=775.61

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BW=780.40

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BW=775.18

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BW=780.18

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BW=774.98

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BW=779.98

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BW=780.15

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BW=776.23

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BW=778.14

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BW=779.06

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BW=782.28

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BW=781.87

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TW=789.43

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TW=793.06

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TW=793.49

AutoCAD SHX Text

TW=793.33

AutoCAD SHX Text

TW=793.10

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TW=793.17

AutoCAD SHX Text

TW=792.76

AutoCAD SHX Text

TW=792.39

AutoCAD SHX Text

TW=792.38

AutoCAD SHX Text

TW=792.05

AutoCAD SHX Text

TW=791.90

AutoCAD SHX Text

TW=790.67

AutoCAD SHX Text

TW=788.51

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TW=786.86

AutoCAD SHX Text

TW=785.46

AutoCAD SHX Text

TW=784.02

AutoCAD SHX Text

TW=781.87

AutoCAD SHX Text

TW=781.24

AutoCAD SHX Text

TW=781.36

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BW=781.09

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TW=781.45

AutoCAD SHX Text

TW=781.44

AutoCAD SHX Text

TW=781.30

AutoCAD SHX Text

TW=781.19

AutoCAD SHX Text

TW=781.15

AutoCAD SHX Text

TW=785.05

AutoCAD SHX Text

TW=786.20

AutoCAD SHX Text 783.3

AutoCAD SHX Text 786.1

AutoCAD SHX Text 784.5

AutoCAD SHX Text 783.3

AutoCAD SHX Text 783.3

AutoCAD SHX Text 782.5

AutoCAD SHX Text

BENCHMARK SPIKE SET IN POLE EL.=793.90'

AutoCAD SHX Text

CONTROL POINT 97 N: 401017.48 E: 1357425.18 EL: 790.56 5/8" REBAR W/ CEC CAP

AutoCAD SHX Text

CONTROL POINT 96 N: 400977.69 E: 1357295.51 EL: 776.80 MAG NAIL

AutoCAD SHX Text

CONTROL POINT 96 N: 400977.69 E: 1357295.51 EL: 776.80 MAG NAIL

AutoCAD SHX Text C

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MH

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DWS

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TC/BC

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TW/BW

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AutoCAD SHX Text Scale:

X X

X X

X X

X X

X X

X X

X X

X

X

18.15'

R10'

R28'

R10'

R18'

R17' R229' R23'

R28'

R17'

R6'

R5'

R12'

R17'

R27'

R27' R15'

R26'

85.35' 86.55'

68.25'

59.85'

8.25'

32.85'

7.65'

6.15'

85.80'

6.00

6.00'

6.00

74.00

10.50' 9.30'

5.10'

5.10' 5.10'

5.10'

2.10'

8.85' 11.55'

13.65'

11.85'

17.10'

4.65'

50.00'

R1'

R1'

30.15'

4.20'

4.65'

4.35'

4.80'

20.25'

15.75'

3.15'

3.15'

6.00'

3.15' 6.00'

PAVILION

SPRAY FEATURE

10.35'

4.95'

7.20'

3.45'

4.95'

R20'

6.00'

R29'

R5'

R18'

R5' R28'

6.00'

2.70'

2.55'

R34'

5.40'

6.60'

3.90'

6.75'

6.00'

LAYOUT NOTES:

1. VERIFY LAYOUT WITH OWNER PRIOR TO CONSTRUCTION AND

ADJUST AS REQUIRED

2. REPAIR AND/OR REPLACE ADJACENT PAVING DAMAGED OR

REMOVED DUE TO CONSTRUCTION OPERATIONS

3. MATCH EXISTING PAVING FOR CUT AND PATCH WORK WITHIN

PUBLIC RIGHTS-OF-WAY REQUIRED FOR SITE

IMPROVEMENTS, IN STRICT ACCORDANCE WITH STANDARDS

AND SPECIFICATIONS OF GOVERNING AUTHORITIES

4. LOCATE CONTROL JOINTS 5'-0" O.C. UNLESS OTHERWISE

SPECIFIED; LOCATE EXPANSION JOINTS 25'-0" O.C. PLACE

EXPANSION JOINTS AT ALL AREAS WHERE CONCRETE MEETS

A BUILDING, BASE OF COLUMN OR OTHER ADJOINING

VERTICAL SURFACE. REVIEW LAYOUT OF CONTROL AND

EXPANSION JOINTS WITH OWNER OR OWNER'S REP. PRIOR

TO PLACEMENT OF CONCRETE.

5. DETERMINE THE LOCATION OF UNDERGROUND UTILITIES OR

FEATURES TO REMAIN DO NOT INTERFERE WITH PROPOSED

IMPROVEMENTS. CONTACT OWNER FOR ALTERNATE

LOCATIONS IF REQUIRED

6. CONSTRUCTION NOTES AND TYPICALS MAY APPEAR ONLY

ONCE ON DRAWINGS, BUT APPLY TO ALL SIMILAR

CONDITIONS WHERE NEW CONSTRUCTION OCCURS TO

FULFILL THE INTENT OF THE DRAWINGS

GENERAL NOTES:

1. THE CITY RESERVES THE RIGHT TO HOLD SEPARATE CONTRACTS

WITH SELECTED GC AND PLAYGROUND INSTALLERS. GC IS

EXPECTED TO COORDINATE SCHEDULE WITH PLAYGROUND

INSTALLERS, PROVIDE/MAINTAIN SITE ACCESS AND WORK WITH

PLAYGROUND INSTALLER TO RESTORE DAMAGE TO THE SITE.

2. GC SHALL DOCUMENT AND NOTIFY CITY PROJECT MANAGER

IMMEDIATELY FOLLOWING DAMAGE CAUSED BY PLAYGROUND

INSTALLER.

EXISTING LEGEND:

CONTOUR

DRIP LINE

OVERHEAD ELECTRIC

GAS LINE

0V-E

GAS GAS GAS

WATER LINEW W

COMBINED SEWER LINECOMB

SIGN

CHAIN LINK FENCE

CATCH BASIN

COMBINATION MANHOLE

WATER BOX (WB)

FIRE HYDRANT

TREE, DECIDUOUS

POWER POLE

GUY WIRE

BENCHMARK

SPOT ELEVATION

TELEPHONE LINET T

MANHOLE (UTILITY UNKNOWN)

DETECTABLE WARNING STRIP

TOP/BOTTOM OF CURB

TOP/BOTTOM OF WALL

LIGHT STANDARD

CURB CUT (CC)

CONTROL POINT SET

Scale: 1" = 10' (on 24x36 paper)

0 10 20 40

NORTH

LE

W

IS

P

AR

K

IM

PR

O

VE

M

EN

TS

PI

TT

SB

U

R G

H , P

A

City of Pittsburgh

Bureau of Facilities

Department of Public Works

BE

R

W

IC

K

ST

2024-87134

DIMENSIONING

PLAN

DP.01

4Scale: 1" = 10' (on 24x36 paper)

0 10 20 40

NORTH

10/5/2026

10/5/2026

1" = 10"

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144697/ SL60860 WITH LAMP

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NO NUMBER

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VZ3

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NO NUMBER

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NO NUMBER

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SL50041 W/ PLAYGROUND SIGN

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SL12297

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SL49798 WITH LAMP

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C. BASIN T=777.00 FILLED

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C. BASIN T=776.97 FILLED

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C. BASIN T=790.80 I=788.2

AutoCAD SHX Text

C. BASIN T=790.50 FILLED

AutoCAD SHX Text

COMB. MH. T=790.89 I=779.3 (S) I=779.2 (N)

AutoCAD SHX Text

COMB. MH. T=790.33 I=786.3 (15")(E) I=782.7 (S) I=777.0 (E) I=776.9 (W)

AutoCAD SHX Text

C. BASIN T=774.42 FILLED

AutoCAD SHX Text

STM. MH. T=774.79 I=773.0 (N) I=770.8 (E) I=770.7 (NE) I=770.2 (NW) I=769.8 (SW)

AutoCAD SHX Text

C. BASIN T=774.26 I=772.4 (N) I=770.8 (E)

AutoCAD SHX Text

C. BASIN (TWO GRATES) T=779.40

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6" DRAIN PIPE I=777.0

AutoCAD SHX Text

6" DRAIN PIPE I=777.0

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6" DRAIN PIPE I=777.0

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6" DRAIN PIPE I=776.9

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6" DRAIN PIPE I=777.0

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6" DRAIN PIPE I=776.5

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6" DRAIN PIPE I=776.6

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6" DRAIN PIPE I=776.7

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6" DRAIN PIPE I=776.3

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6" DRAIN PIPE I=776.5

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6" DRAIN PIPE I=776.3

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6" DRAIN PIPE I=776.3

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6" DRAIN PIPE I=775.9

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6" DRAIN PIPE I=775.9

AutoCAD SHX Text

6" DRAIN PIPE I=776.0

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6" DRAIN PIPE I=775.7

AutoCAD SHX Text

6" DRAIN PIPE I=775.8

AutoCAD SHX Text

6" DRAIN PIPE I=775.8

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6" DRAIN PIPE I=775.5

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6" DRAIN PIPE I=775.4

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COMB. MH. T=776.95 I=769.4 (N) I=768.3 (E) I=768.1 (W)

AutoCAD SHX Text

COMB. MH. T=776.88 I=765.4 (N) I=765.3 (S)

AutoCAD SHX Text

POSSIBLE DRAIN I=788.8

AutoCAD SHX Text

POSSIBLE DRAIN I=788.7

AutoCAD SHX Text

POSSIBLE DRAIN I=789.2

AutoCAD SHX Text

POSSIBLE DRAIN I=788.9

AutoCAD SHX Text

POSSIBLE DRAIN I=789.6

AutoCAD SHX Text

POSSIBLE DRAIN I=788.6

AutoCAD SHX Text

POSSIBLE DRAIN I=788.6

AutoCAD SHX Text

BENCHMARK SPIKE SET IN POLE EL.=793.90'

AutoCAD SHX Text

COMB. MH. T=774.63 I=765.0 (E) I=764.1 (N) I=763.9 (S)

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IRVINE STREET

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BERWICK STREET

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CHATSWORTH AVENUE

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WB

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WB

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15" UNK.

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15" UNK.

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15" METAL

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15" METAL

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15" TERRA

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UNK.

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UNK.

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UNK.

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WB

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WB

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WB

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WB

AutoCAD SHX Text 18"

AutoCAD SHX Text 16"

AutoCAD SHX Text 12"

AutoCAD SHX Text 18"

AutoCAD SHX Text 12"

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15" TERRA

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10" UNK.

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15" TERRA

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18" METAL

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18" METAL

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PER PLAN

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UNK.

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PER PLAN

AutoCAD SHX Text

6" DRAIN PIPE I=776.4

AutoCAD SHX Text

PER PLAN

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PER PLAN

AutoCAD SHX Text

PER PLAN

AutoCAD SHX Text

CONTROL POINT 97 N: 401017.48 E: 1357425.18 EL: 790.56 5/8" REBAR W/ CEC CAP

AutoCAD SHX Text

CONTROL POINT 96 N: 400977.69 E: 1357295.51 EL: 776.80 MAG NAIL

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RUBBER SURFACE BORDER

AutoCAD SHX Text

RUBBER SURFACE BORDER

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RUBBER SURFACE BORDER

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PER PLAN

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MH

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DWS

AutoCAD SHX Text

TC/BC

AutoCAD SHX Text

TW/BW

AutoCAD SHX Text Revisions

AutoCAD SHX Text Project Address

AutoCAD SHX Text Project Title

AutoCAD SHX Text Project No.

AutoCAD SHX Text Sheet Title

AutoCAD SHX Text Sheet No.

AutoCAD SHX Text of

AutoCAD SHX Text Scale:

X X

X X

X X

X X

X X

X X

X X

X

X

MEET EXISTING

MEET EXISTING

MEET EXISTING

2.0%

BW

783.78

+ BW

783.75

1.8%

782.03+

782.11

782.16

BW

783.79

781.66+

BW

783.78+

782.20

781.93+

BW

783.80

782.26+

1.8%

1.8%

2.0%

2.

0%

1.

8%

782.09

783.69

782.38+

2.

0%

782.42+

782.33+

782.14+

781.94

782.11+

781.65

782.29

782.08+

781.64+

782.38

783.00

782.54

BW

782.60

BW

782.40+

782.09+

2.

0%

782.98

782.80

781.39

782.25

781.75

782.86

782.50

782.16

781.81

781.67

781.55

781.31

781.21

781.55

781.97

783.00

782.95

782.72

782.40

782.28

782.09

782.04+

781.93

781.85

781.68

TW

(781.24)

BW

(781.24)

2.0%

2.0%

2%

BW

(783.79)

+BW

(784.04)

BW

(783.79)

783.00

BW

(784.00)

782.11

782.06+

781.83+

BW

(782.54)

BW

(782.26)

782.23+

781.75

1.8% 1.8%

2.0%

2.0%

783.65

783.59

783.55

783.35

783.22

783.11+

782.81

782.79+ 782.75+

782.60+

782.64+

782.63

782.51+ 782.45

783.63

783.33

783.25

783.21+

783.13

783.17

782.98

782.82

782.62

782.45

782.37

782.40

782.16

782.22

782.32 + 782.42

782.56

782.28

782.85+

782.18

782.91

781.91

782.16

782.21

782.15 +782.14

782.07

782.11

782.23

782.21

782.19

782.22

782.03

782.08

782.57

782.56

782.61

782.14 +782.14

783.05

782.39

782.50

783.14

782.60

783.15

783.06

782.22

782.40+

782.45

782.58

782.30

782.80

782.89

782.94

782.89

782.82

782.63

782.51

782.62

782.50

782.39

782.27

T (779.40)

1.8% 1.8%

1.8%

781.31+

BW

781.00

TW

(781.45)

BW

(780.86)

781.00

ENSURE POSITIVE DRAINAGE

TO EXISTING CATCH BASIN

1.3%

1.5%

1.5

1.2%

1.2%

LEGEND:

PROPOSED SLOPE

PROPOSED CONTOUR

PROPOSED SPOT ELEVATION

GRADING NOTES:

1. VERIFY FIELD STAKE-OUT AND GRADES WITH OWNER PRIOR

TO CONSTRUCTION

2. PROVIDE POSITIVE DRAINAGE IN EXISTING AND PROPOSED

PAVED AND PLANTED AREAS DURING EACH PHASE OF

CONSTRUCTION AND FOR FINISHED GRADES. REMOVE AND

RECONSTRUCT PAVEMENT DICTATED BY FIELD CONDITIONS

TO PROVIDE POSITIVE DRAINAGE AT TIE-IN POINTS

3. ELIMINATE RUTS, DEPRESSIONS AND REPAIR ERODED AREAS

UPON FINAL GRADING

4. CONSTRUCT SLOPES TO A MAX 3:1 SLOPE

5. SLOPE GRADE AWAY FROM WALLS, WALKS AND EDGES OF

PLAYGROUND AREAS A MINIMUM 2%, UNLESS OTHERWISE

NOTED

6. FOR ADA ACCESSIBILITY, CONSTRUCT RAMPS TO A MAXIMUM

4.9% (ALL DIRECTIONS). CONSTRUCT PLAYGROUND PAVING

AND PROTECTIVE PLAY SURFACING TO MAX 2% SLOPE IN ANY

DIRECTION

7. SPOTS AND CONTOURS ARE SHOWN AT PAVEMENT

ELEVATIONS

8. ADJUST TOP ELEVATIONS OF EXISTING UTILITIES TO MEET

PROPOSED GRADES FLUSH.

3%

784.00

EXISTING LEGEND:

CONTOUR

DRIP LINE

OVERHEAD ELECTRIC

GAS LINE

0V-E

GAS GAS GAS

WATER LINEW W

COMBINED SEWER LINECOMB

SIGN

CHAIN LINK FENCE

CATCH BASIN

COMBINATION MANHOLE

WATER BOX (WB)

FIRE HYDRANT

TREE, DECIDUOUS

POWER POLE

GUY WIRE

BENCHMARK

SPOT ELEVATION

TELEPHONE LINET T

MANHOLE (UTILITY UNKNOWN)

DETECTABLE WARNING STRIP

TOP/BOTTOM OF CURB

TOP/BOTTOM OF WALL

LIGHT STANDARD

CURB CUT (CC)

CONTROL POINT SET

TOP OF WALL TW

000.00

BOTTOM OF WALL BW

000.00

EXISTING SPOT ELEVATION (784.00)

Scale: 1" = 10' (on 24x36 paper)

0 10 20 40

NORTH

LE

W

IS

P

AR

K

IM

PR

O

VE

M

EN

TS

PI

TT

SB

U

R G

H , P

A

City of Pittsburgh

Bureau of Facilities

Department of Public Works

BE

R

W

IC

K

ST

2024-87134

GRADING PLAN

GP.01

6Scale: 1" = 10' (on 24x36 paper)

0 10 20 40

NORTH

10/5/2026

10/5/2026

1" = 10'

AutoCAD SHX Text

144697/ SL60860 WITH LAMP

AutoCAD SHX Text

NO NUMBER

AutoCAD SHX Text

VZ3

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NO NUMBER

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NO NUMBER

AutoCAD SHX Text

SL50041 W/ PLAYGROUND SIGN

AutoCAD SHX Text

SL12297

AutoCAD SHX Text

SL49798 WITH LAMP

AutoCAD SHX Text

C. BASIN T=777.00 FILLED

AutoCAD SHX Text

C. BASIN T=776.97 FILLED

AutoCAD SHX Text

C. BASIN T=790.80 I=788.2

AutoCAD SHX Text

C. BASIN T=790.50 FILLED

AutoCAD SHX Text

COMB. MH. T=790.89 I=779.3 (S) I=779.2 (N)

AutoCAD SHX Text

COMB. MH. T=790.33 I=786.3 (15")(E) I=782.7 (S) I=777.0 (E) I=776.9 (W)

AutoCAD SHX Text

C. BASIN T=774.42 FILLED

AutoCAD SHX Text

STM. MH. T=774.79 I=773.0 (N) I=770.8 (E) I=770.7 (NE) I=770.2 (NW) I=769.8 (SW)

AutoCAD SHX Text

C. BASIN T=774.26 I=772.4 (N) I=770.8 (E)

AutoCAD SHX Text

C. BASIN (TWO GRATES) T=779.40

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6" DRAIN PIPE I=777.0

AutoCAD SHX Text

6" DRAIN PIPE I=777.0

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6" DRAIN PIPE I=777.0

AutoCAD SHX Text

6" DRAIN PIPE I=776.9

AutoCAD SHX Text

6" DRAIN PIPE I=777.0

AutoCAD SHX Text

6" DRAIN PIPE I=776.5

AutoCAD SHX Text

6" DRAIN PIPE I=776.6

AutoCAD SHX Text

6" DRAIN PIPE I=776.7

AutoCAD SHX Text

6" DRAIN PIPE I=776.3

AutoCAD SHX Text

6" DRAIN PIPE I=776.5

AutoCAD SHX Text

6" DRAIN PIPE I=776.3

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6" DRAIN PIPE I=776.3

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6" DRAIN PIPE I=775.9

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6" DRAIN PIPE I=775.9

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6" DRAIN PIPE I=776.0

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6" DRAIN PIPE I=775.7

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6" DRAIN PIPE I=775.8

AutoCAD SHX Text

6" DRAIN PIPE I=775.8

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6" DRAIN PIPE I=775.5

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6" DRAIN PIPE I=775.4

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COMB. MH. T=776.95 I=769.4 (N) I=768.3 (E) I=768.1 (W)

AutoCAD SHX Text

COMB. MH. T=776.88 I=765.4 (N) I=765.3 (S)

AutoCAD SHX Text

POSSIBLE DRAIN I=788.8

AutoCAD SHX Text

POSSIBLE DRAIN I=788.7

AutoCAD SHX Text

POSSIBLE DRAIN I=789.2

AutoCAD SHX Text

POSSIBLE DRAIN I=788.9

AutoCAD SHX Text

POSSIBLE DRAIN I=789.6

AutoCAD SHX Text

POSSIBLE DRAIN I=788.6

AutoCAD SHX Text

POSSIBLE DRAIN I=788.6

AutoCAD SHX Text

BENCHMARK SPIKE SET IN POLE EL.=793.90'

AutoCAD SHX Text

COMB. MH. T=774.63 I=765.0 (E) I=764.1 (N) I=763.9 (S)

AutoCAD SHX Text

IRVINE STREET

AutoCAD SHX Text

BERWICK STREET

AutoCAD SHX Text

CHATSWORTH AVENUE

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WB

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WB

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15" UNK.

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15" UNK.

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15" METAL

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15" METAL

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15" TERRA

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UNK.

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UNK.

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UNK.

AutoCAD SHX Text

WB

AutoCAD SHX Text

WB

AutoCAD SHX Text

WB

AutoCAD SHX Text

WB

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15" TERRA

AutoCAD SHX Text

10" UNK.

AutoCAD SHX Text

15" TERRA

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18" METAL

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18" METAL

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PER PLAN

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UNK.

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PER PLAN

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6" DRAIN PIPE I=776.4

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PER PLAN

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PER PLAN

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PER PLAN

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CONTROL POINT 97 N: 401017.48 E: 1357425.18 EL: 790.56 5/8" REBAR W/ CEC CAP

AutoCAD SHX Text

CONTROL POINT 96 N: 400977.69 E: 1357295.51 EL: 776.80 MAG NAIL

AutoCAD SHX Text

PER PLAN

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCA…

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