2020-87007_Chartiers_100%_Bid_Documents_Addendum_4.pdf

PDF 42 MB Posted Feb 24, 2022

Attached to: Chartiers Spray Park & Playground Construction
Solicitation number: 2022-IFB-004
Issued by: Allegheny County, Philadelphia City, Pennsylvania

About this file

Written by GovTribe AI · Jun 27, 2025

This document is an Addendum 4 for the Chartiers Playground & Spray Park Renovations project, involving the City of Pittsburgh Department of Public Works (Project No. 2020-87007). The comprehensive bid documents include detailed drawing lists covering site plans, landscape design, civil engineering, erosion control, water systems, and site details. The project encompasses a complete renovation of the Chartiers playground, including demolition of existing play equipment, installation of new play structures, a spray park with water features, accessible pathways, new landscaping, and site improvements. The drawings are dated 11/30/2021 with subsequent addendum on 02/18/2022, indicating the project is in the final bidding phase.

The renovation plans detail specific elements including a 1,661 square foot splash pad with 138 GPM total flow rate, featuring multiple water play elements such as geysers, stream jets, aquaarcs, and ripple runs. The site will include new asphalt and concrete pathways, play surfacing, boulder scrambles, embankment slides, accessible swings, a carousel, and various play structures. The project includes preserving existing site features like the stone bridge, concession stand, and select existing trees while implementing comprehensive site grading, drainage improvements, and landscape enhancements. The civil engineering drawings indicate careful planning for water distribution, sewerage systems, and erosion control measures, suggesting a holistic approach to the playground and park renovation.

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CHARTIERS PLAYGROUND & SPRAY PARK RENOVATIONS

DRAWING LIST

DRAWING NO. DRAWING TITLE

L-110 ENLARGED SITE PLAN

CS-1 COVER SHEET

LANDSCAPE

GENERAL

L-100 KEY PLAN

SURVEY

L-130 ENLARGED SITE PLAN

L-120 ENLARGED SITE PLAN

L-310 ENLARGED GRADING PLAN

L-320 ENLARGED GRADING PLAN

L-800 PLANTING PLAN

L-710 SITE SECTIONS

L-010

DEMOLITION PLANL-050

VICINITY MAP

PROJECT SITE

CIVIL

CITY OF PITTSBURGH DPW PROJECT NO. 2020-87007 BID SET 11/30/21

L-140 SPLASH PAD ENLARGEMENT

EXISTING SEWER PLANC-100

EXISTING SEWER DEMOLITION PLANC-101

EROSION AND SEDIMENT POLLUTION CONTROL PLANC-200

EROSION AND SEDIMENT POLLUTION CONTROL NOTESC-201

EROSION AND SEDIMENT POLLUTION CONTROL DETAILSC-202

SITE WATER AND SEWER SYSTEMS PLANC-300

SITE WATER SYSTEM DETAILSC-301

SITE WATER SYSTEM DETAILSC-302

L-210 L-220

ENLARGED LAYOUT PLAN

L-720 L-730 L-740

SITE DETAILS - PLAY EQUIPMENT

SITE DETAILS - SPRAY EQUIPMENT

SITE DETAILS

Chartiers Playground

C-203

EROSION AND SEDIMENT POLLUTION CONTROL NOTES AND DETAILS

C-204

L-150 ALTERNATE - SITE PLAN

C-303 SITE SEWERAGE SYSTEM DETAILS

AutoCAD SHX Text 412-255-8850

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DEPARTMENT OF PUBLIC WORKS

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PITTSBURGH, PA 15219

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414 GRANT ST

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PHONE:

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DRAWN BY:

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DESCRIPTION

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DATE

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CAD FILE:

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REVISIONS

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CHECKED BY:

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DATE:

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CHARTIERS

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SCALE:

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PLAYGROUND &

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PHILADELPHIA, PA 19107

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340 N. 12TH STREET, SUITE 415

AutoCAD SHX Text 215-923-2858

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PHONE:

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LANDSCAPE ARCHITECT

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STUDIO | BRYAN HANES

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MS AL

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PROJECT NO.: 2010 (SBH)

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3793 CHARTIERS AVENUE

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SPRAY PARK

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GIBSONIA, PA 15044

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10500 OLD BABCOCK BOULEVARD

AutoCAD SHX Text 724-799-6060

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PHONE:

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CIVIL ENGINEER

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COMMON GROUND

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RENOVATIONS

AutoCAD SHX Text 03/19/2021

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100%%% SCHEMATIC DESIGN

AutoCAD SHX Text 03/19/2021

AutoCAD SHX Text 05/21/2021

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100%%% DESIGN DEVELOPMENT

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PITTSBURGH, PA 15204

AutoCAD SHX Text 07/30/2021

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CONSTRUCTION DOCUMENTS

AutoCAD SHX Text 11/30/2021

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FOR BID

AutoCAD SHX Text 02/18/2022

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ADDENDUM ONE

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CS-1

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COVER SHEET

TPF

LOD

TPF TPF

LOD LOD

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ASPHALT PAVING

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ASPHALT PAVING

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ASPHALT PAVING

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ASPHALT PAVING

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ASPHALT PAVING

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ASPHALT PAVING

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ASPHALT PAVING

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BLEACHERS

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BLEACHERS

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PLAYGROUND EQUIPMENT

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PLAYGROUND EQUIPMENT

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PLAYGROUND EQUIPMENT

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PLAYGROUND EQUIPMENT

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BENCH

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BENCH

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BENCH

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BENCH

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BENCH

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BENCH

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BENCH

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BENCH

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BENCH

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TABLE

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TABLE

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WATER FOUNTAIN

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BRICK CONCESSION STAND/RESTROOM FACILTY

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COVERED PAVILLION

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BENCH

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MERRY-GO-ROUND

AutoCAD SHX Text SANITARY MANHOLE TOP=773.90 INV.IN.=766.50 12" TC INV.IN.=766.50 18" TC INV.OUT=766.35 24" RCP

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SANITARY MANHOLE TOP=813.75 INV.IN.=801.15 15" TC INV.OUT=800.95 15" TC

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18" TC

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24" RCP

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12" TC

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15" TC

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15" TC

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BW=782.71

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BW=782.68

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TW=786.37

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TW=785.19

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TW=786.48

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TW=786.38

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BW=783.45

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BW=782.72

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TW=786.47

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TW=785.82

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BW=797.78

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BW=798.78

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TW=801.65

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TW=801.56

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BW=798.72

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BW=799.11

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AutoCAD SHX Text 31'

AutoCAD SHX Text 13'

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FFE=788.53

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OLD METAL POST HOLE

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OLD METAL POST HOLE

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OLD METAL POST HOLE

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OLD METAL POST HOLES

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CONCRETE PADS

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CONCRETE CIRCLE

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AutoCAD SHX Text 776.81

AutoCAD SHX Text 776.78

AutoCAD SHX Text 775.65

AutoCAD SHX Text 774.81

AutoCAD SHX Text 773.72

AutoCAD SHX Text 773.33

AutoCAD SHX Text 773.88

AutoCAD SHX Text 776.67

AutoCAD SHX Text 779.54

AutoCAD SHX Text 778.41

AutoCAD SHX Text 778.50

AutoCAD SHX Text 776.65

AutoCAD SHX Text 778.70

AutoCAD SHX Text 778.62

AutoCAD SHX Text 777.49

AutoCAD SHX Text 779.73

AutoCAD SHX Text 776.76

AutoCAD SHX Text 781.54

AutoCAD SHX Text 781.40

AutoCAD SHX Text 783.49

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AutoCAD SHX Text 781.28

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AutoCAD SHX Text 780.18

AutoCAD SHX Text 779.55

AutoCAD SHX Text 784.48

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AutoCAD SHX Text 781.44

AutoCAD SHX Text 786.41

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AutoCAD SHX Text 787.67

AutoCAD SHX Text 787.77

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AutoCAD SHX Text 790.26

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AutoCAD SHX Text 795.73

AutoCAD SHX Text 784.16

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AutoCAD SHX Text 783.99

AutoCAD SHX Text 801.66

AutoCAD SHX Text 804.92

AutoCAD SHX Text 807.85

AutoCAD SHX Text 810.45

AutoCAD SHX Text 813.80

AutoCAD SHX Text 810.86

AutoCAD SHX Text 805.25

AutoCAD SHX Text 802.33

AutoCAD SHX Text 798.39

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AutoCAD SHX Text 816.63

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AutoCAD SHX Text 809.77

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AutoCAD SHX Text 806.42

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AutoCAD SHX Text 807.66

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AutoCAD SHX Text 803.64

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AutoCAD SHX Text 792.32

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BC=776.62

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BC=775.72

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BC=775.12

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BC=774.37

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BC=773.80

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BC=773.47

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TC=777.00

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TC=776.05

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TC=775.34

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TC=774.85

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TC=774.28

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40" PIN OAK

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20" SPRUCE

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20" SPRUCE

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12" PINE

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24" PIN OAK

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24" PIN OAK

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24" PINE

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24" PIN OAK

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24" MAPLE

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18" OAK

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18" OAK

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24" PIN OAK

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CONCRETE SIDEWALK

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CONCRETE CURB

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CONCRETE SIDEWALK

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ASPHALT PAVING

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CONCRETE CURB

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WATER MANHOLE

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COLUMBIA 6" GAS LINE PER PLANS

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4" COLUMBIA GAS LINE

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8" WATERLINE

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40" PIN OAK

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STEPS

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TS=810.70

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TS=809.07

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BS=793.74

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PROPERTY LINE (413.38'-ORD)

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SUMMERDALE ST.

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CHARTIERS AVE.

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EXISTING PLAY SURFACING, PLAY EQUIPMENT AND FOOTINGS TO BE REMOVED

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EXISTING ASPHALT TO BE REMOVED

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EXISTING SIGNAGE TO BE REMOVED

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EXISTING TREE TO BE PROTECTED DURING DEMOLITION

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EXISTING SEATING TO BE REMOVED

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EXISTING STONE BRIDGE TO REMAIN, ASPHALT PAVING TO BE REMOVED

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EXISTING STONE BRIDGE TO REMAIN, ASPHALT PAVING TO BE REMOVED

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EXISTING CONCESSION STAND AND PAVING TO REMAIN

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EXISTING PAVING TO BE REMOVED

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EXISTING PLAY SURFACING, PLAY ELEMENTS AND FOOTINGS TO BE REMOVED

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EXISTING PLAY SURFACING PLAY ELEMENTS AND FOOTINGS TO BE REMOVED

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EXISTING TREE TO BE PROTECTED DURING DEMOLITION

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EXISTING TREE TO BE PROTECTED DURING DEMOLITION, TYP.

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EXISTING TREE TO BE PROTECTED DURING DEMOLITION, TYP.

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EXISTING PAVILION AND CONCRETE PAD TO REMAIN

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ASPHALT PAVING TO REMAIN

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ALL EXISTING STORMWATER INFRASTRUCTURE TO BE CLEARED OF DEBRIS AND REMAIN

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EXISTING ASPHALT PAVING TO REMAIN

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DEMOLITION LEGEND

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DEMOLITION

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EXISTING TREE TO REMAIN AND BE PROTECTED

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SEATING & SIGNAGE REMOVAL

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TREE PROTECTION FENCING

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CONSTRUCTION FENCING

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LIMIT OF DISTURBANCE

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PROPERTY LINE

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DRAIN

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CONCRETE

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LIMIT OF WORK

AutoCAD SHX Text 412-255-8850

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DEPARTMENT OF PUBLIC WORKS

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PITTSBURGH, PA 15219

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414 GRANT ST

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PHONE:

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DRAWN BY:

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DESCRIPTION

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DATE

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CAD FILE:

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REVISIONS

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CHECKED BY:

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DATE:

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CHARTIERS

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SCALE:

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PLAYGROUND &

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PHILADELPHIA, PA 19107

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340 N. 12TH STREET, SUITE 415

AutoCAD SHX Text 215-923-2858

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PHONE:

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LANDSCAPE ARCHITECT

AutoCAD SHX Text

STUDIO | BRYAN HANES

AutoCAD SHX Text

MS AL

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PROJECT NO.: 2010 (SBH)

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3793 CHARTIERS AVENUE

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SPRAY PARK

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GIBSONIA, PA 15044

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10500 OLD BABCOCK BOULEVARD

AutoCAD SHX Text 724-799-6060

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PHONE:

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CIVIL ENGINEER

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COMMON GROUND

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RENOVATIONS

AutoCAD SHX Text 03/19/2021

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100%%% SCHEMATIC DESIGN

AutoCAD SHX Text 03/19/2021

AutoCAD SHX Text 05/21/2021

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100%%% DESIGN DEVELOPMENT

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PITTSBURGH, PA 15204

AutoCAD SHX Text 07/30/2021

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CONSTRUCTION DOCUMENTS

AutoCAD SHX Text 11/30/2021

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FOR BID

AutoCAD SHX Text 02/18/2022

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ADDENDUM ONE

AutoCAD SHX Text L-050

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DEMOLITION PLAN

AutoCAD SHX Text 1" = 30'

GENERAL NOTES - DEMOLITION 1. ALL LINES AND GRADE WORK NOT PRESENTLY ESTABLISHED ALL LINES AND GRADE WORK NOT PRESENTLY ESTABLISHED INES AND GRADE WORK NOT PRESENTLY ESTABLISHED AT THE SITE SHALL BE LAID OUT BY A REGISTERED LAND SURVEYOR OR PROFESSIONAL CIVIL ENGINEER EMPLOYED BY THE CONTRACTOR IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. ESTABLISH PERMANENT BENCHMARKS AND MAINTAIN ALL ESTABLISHED BENCHMARKS AND BOUNDS AND REPLACE ANY WHICH ARE DESTROYED OR DISTURBED. 2. VERIFY EXISTING CONDITIONS OF UTILITIES AS SHOWN ON VERIFY EXISTING CONDITIONS OF UTILITIES AS SHOWN ON DRAWINGS AND REPORT ANY DISCREPANCIES ENCOUNTERED TO THE LANDSCAPE ARCHITECT IMMEDIATELY IN WRITING. PROMPTLY, UPON COMPLETION OF LAYOUT WORK AND BEFORE ANY CLEARING OR EXCAVATION IS DONE, THE CONTRACTOR SHALL ARRANGE A CONFERENCE ON THE SITE WITH THE LANDSCAPE ARCHITECT TO VERIFY ALL LAYOUT WORK. ALL TREES OUTSIDE THE BUILDING AND PAVED AREAS SHALL REMAIN AND BE PROTECTED DURING CONSTRUCTION, UNLESS SPECIFICALLY DESIGNATED TO BE REMOVED. NO CLEARING OR EXCAVATIONS SHALL BE DONE BY THE CONTRACTOR WITHOUT A CLEAR UNDERSTANDING ON THE EXISTING CONDITIONS TO BE PRESERVED. ADJUSTMENTS TO THE LIMITS OF CLEARING SHALL BE MADE AT THIS TIME TO SAVE TREES OR OTHER ITEMS ON THE EDGES OF CLEARING LINES. IF NECESSARY, MINOR GRADING ADJUSTMENTS SHALL BE MADE TO SAVE TREES. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN PLACE PRIOR TO THE START OF DEMOLITION. 4. WHERE SITE IMPROVEMENTS ARE PROPOSED TO TIE INTO WHERE SITE IMPROVEMENTS ARE PROPOSED TO TIE INTO EXISTING SITE ELEMENTS, EXISTING SITE FEATURES SHALL BE FIELD VERIFIED FOR ELEVATIONS. NOTIFY LANDSCAPE ARCHITECT IF ELEVATIONS VARY FROM CONSTRUCTION DOCUMENTATION. 5. DEMOLITION SHALL BE PERFORMED BY A QUALIFIED, LICENSED DEMOLITION SHALL BE PERFORMED BY A QUALIFIED, LICENSED CONTRACTOR IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS. 6. UTILITY LOCATOR SERVICES SHALL BE USED TO IDENTIFY UTILITY LOCATOR SERVICES SHALL BE USED TO IDENTIFY EXISTING UTILITIES ON SITE. WORK INCLUDES DEMOLITION, NEW PLUMBING, AND PLANTING. HAND DIGGING MAY BE REQUIRED AROUND EXISTING UTILITIES ON SITE. USE EXTREME CAUTION WHEN LOCATING UTILITIES. IF DAMAGE OCCURS TO UTILITIES TO REMAIN, THE CONTRACTOR SHALL REPAIR THE UTILITY AT THEIR EXPENSE. 7. ALL FEES AND PERMITS SHALL BE PAID FOR BY THE ALL FEES AND PERMITS SHALL BE PAID FOR BY THE CONTRACTOR. 8. AREAS NOT COVERED BY BUILDINGS OR PAVEMENT AND AREAS NOT COVERED BY BUILDINGS OR PAVEMENT AND WHICH HAVE BEEN GRADED OR OTHERWISE DISTURBED SHALL BE TOPSOILED AND SEEDED, OR MULCHED. SEE PLANTING PLAN AND DETAILS FOR LOCATIONS OF MULCH - ALL OTHER AREAS SHALL BE TOPSOILED AND SEEDED. 9. OBJECTS OR MATERIALS DESTROYED THAT WERE NOT OBJECTS OR MATERIALS DESTROYED THAT WERE NOT INDICATED FOR REMOVAL SHALL BE REPLACED IN KIND. 10. PROVIDE ADEQUATE BRACING AND SHORING OF ALL PROVIDE ADEQUATE BRACING AND SHORING OF ALL EXCAVATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL GOVERNING CODES AND REGULATIONS. 11. THE CONTRACTOR SHALL MAINTAIN ALL NEW AND EXISTING THE CONTRACTOR SHALL MAINTAIN ALL NEW AND EXISTING UTILITIES IN GOOD WORKING ORDER AND PROTECT THEM FROM DAMAGE AT ALL TIMES UNTIL THE WORK IS COMPLETED AND ACCEPTED. 12. PROMPTLY, UPON COMPLETION OF LAYOUT WORK AND BEFORE PROMPTLY, UPON COMPLETION OF LAYOUT WORK AND BEFORE ANY CLEARING OR EXCAVATION IS DONE, THE CONTRACTOR SHALL ARRANGE A CONFERENCE ON THE SITE WITH THE LANDSCAPE ARCHITECT TO VERIFY ALL LAYOUT WORK. ALL TREES OUTSIDE THE BUILDING AND PAVED AREAS SHALL REMAIN AND BE PROTECTED DURING CONSTRUCTION, UNLESS SPECIFICALLY DESIGNATED TO BE REMOVED. NO CLEARING OR EXCAVATIONS SHALL BE DONE BY THE CONTRACTOR WITHOUT A CLEAR UNDERSTANDING ON THE EXISTING CONDITIONS TO BE PRESERVED. ADJUSTMENTS TO THE LIMITS OF CLEARING SHALL BE MADE AT THIS TIME TO SAVE TREES OR OTHER ITEMS ON THE EDGES OF CLEARING LINES. IF NECESSARY, MINOR GRADING ADJUSTMENTS SHALL BE MADE TO SAVE TREES. DEMOLITION AND REMOVAL WITHIN THE TREE PROTECTION ZONE SHALL BE WITH LIGHT EQUIPMENT ONLY.

HYDRANT

NOT TO SCALE

VICINITY MAP

0 30 60 90

EXISTING SEWER

CONDITIONS

PLAN

C100

PROJECT GENERAL NOTES:

1. Obtain accurate field locations of all underground and aerial utilities from the utility companies prior to beginning work. It is the Contractor's responsibility to verify all Utility companies' and related facilities prior to commencing work.

2. The Contractor shall verify the location of existing utilities and services within the area of proposed construction. The Contractor shall determine the extent and location and depth of all existing utilities prior to commencing work. The Contractor agrees to be fully responsible for any and all damages which might be occasioned by the Contractor's failure to accurately locate and preserve any and all underground utilities.

3. Prior to the start of any utility installation, Contractors are to accurately field measure locations and elevations of existing utility lines at proposed connection. Contractors are to immediately notify the Engineer of any deviations from the plan information.

4. These plans are based on information available at the time they were prepared. Actual conditions determined later may vary. Sound engineering judgment should be exercised during construction to assure that the design is compatible with the actual conditions.

5. Three days prior to the commencement of any construction activity, the Contractor shall notify all utility companies and the Pennsylvania One Call System (1-800-242-1776 or 811) of the pending construction. Please reference PA One Call Serial No. 201192560582-000.

6. Do not interfere with the operation of any fire hydrants, fire call box, or police call box.

7. Topographic survey provided by Urban Terrain.

N O

NOT TO SCALE

VICINITY MAP

0 30 60 90

EXISTING SEWER

DEMOLITION

PLAN

C101

DEMOLITION NOTES:

1.1 EXAMINATION

A. Verify that utilities have been disconnected and capped before starting selective demolition operations.

B. Perform an engineering survey of condition of building to determine whether removing any element might result in structural deficiency or unplanned collapse of any portion of structure or adjacent structures during selective building demolition operations.

1. Perform surveys as the Work progresses to detect hazards resulting from selective demolition activities.

C. Survey of Existing Conditions: Record existing conditions by use of preconstruction photographs or video.

1. Provide photographs or video of conditions that might be misconstrued as damage caused by salvage operations.

1.2 UTILITY SERVICES

A. Existing Services/Systems to Remain: Maintain services/systems indicated to remain and protect them against damage.

B. Existing Services/Systems to Be Removed: Locate, identify, disconnect, and seal or cap off utility services serving areas to be selectively demolished.

1. Disconnect, demolish, and remove plumbing components indicated on Drawings to be removed.

C. Existing Services/Systems to Be Removed, Relocated, or Abandoned:

Locate, identify, disconnect, and seal or cap off utility services and mechanical/electrical systems serving areas to be selectively demolished.

1. Owner will arrange to shut off indicated services/systems when requested by Contractor.

2. Disconnect, demolish, and remove all plumbing, and HVAC systems, equipment.

a. Piping to Be Removed: Remove portion of piping indicated to be removed and cap or plug remaining piping with same or compatible piping material.

b. Equipment to Be Removed: Disconnect and cap services and remove equipment.

c. Equipment to Be Removed and Salvaged: Disconnect and cap services and remove equipment and deliver to Owner.

1.3 PROTECTION

A. Temporary Protection: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain.

1. Provide protection to ensure safe passage of people around selective demolition area and to and from occupied portions of building.

2. Provide temporary weather protection, during interval between selective demolition of existing construction on exterior surfaces and new construction, to prevent water leakage and damage to structure and interior areas.

3. Protect walls, ceilings, floors, and other existing work that is to remain or that is exposed during selective demolition operations.

4. Comply with requirements for temporary enclosures, dust control, heating, and cooling.

B. Temporary Shoring: Design, provide, and maintain shoring, bracing, and structural supports as required to preserve stability and prevent movement, settlement, or collapse of construction and finishes to remain, and to prevent unexpected or uncontrolled movement or collapse of construction being demolished.

1. Strengthen or add new supports when required during progress of selective demolition.

C. Remove temporary barricades and protections where hazards no longer exist.

1.4 SELECTIVE DEMOLITION, GENERAL

A. General: Demolish and remove existing construction only to the extent required and as indicated. Use methods required to complete the Work within limitations of governing regulations and as follows:

1. Proceed with selective demolition systematically, from higher to lower level. Complete selective demolition operations above each floor or tier before disturbing supporting structural members on the next lower level.

2. Do not use cutting torches until work area is cleared of flammable materials. Maintain portable fire-suppression devices during flame-cutting operations.

3. Maintain fire watch during and for at least four hours after flame-cutting operations.

4. Maintain adequate ventilation when using cutting torches.

5. Remove decayed, vermin-infested, or otherwise dangerous or unsuitable materials and promptly dispose of off-site.

6. Remove structural framing members and lower to ground by method suitable to avoid free fall and to prevent ground impact or dust generation.

7. Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing.

8. Dispose of demolished items and materials promptly.

B. Site Access and Temporary Controls: Conduct selective demolition and debris-removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities.

C. Removed and Salvaged Items:

1. Clean salvaged items.

2. Pack or crate items after cleaning. Identify contents of containers.

3. Store items in a secure area until delivery to Owner.

4. Transport items to Owner's designated storage area.

5. Protect items from damage during transport and storage.

D. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition.

1.5 SELECTIVE DEMOLITION PROCEDURES FOR SPECIFIC MATERIALS

A. Concrete: Demolish in sections. Cut concrete full depth at junctures with construction to remain and at regular intervals using power-driven saw, and then remove concrete between saw cuts.

B. Masonry: Demolish in small sections.

C. Concrete Slabs-on-Grade: Saw-cut perimeter of area to be demolished, and then break up, crush into pieces no larger than 4 inches and replace in excavation as noted on plan. Excess material shall be removed from the site.

1.6 DISPOSAL OF DEMOLISHED MATERIALS

A. Remove demolition waste materials from Project site that cannot be salvaged or recycled and dispose of them accordingly.

1. Do not allow waste materials to accumulate on-site.

2. Remove and transport waste materials in a manner that will prevent spillage on adjacent surfaces and areas.

3. Remove waste materials from elevated portions of building by chute, hoist, or other device that will convey debris to grade level in a controlled descent.

B. Burning: Do not burn demolished materials.

C. Hazardous Materials Removal Prior to Mass Demolition:

1. No Known Hazardous Materials.

D. Other Hazardous Materials Not identified in the Phase 1 ESA: It is not expected that other hazardous materials will be encountered in the Work.

1. If suspected hazardous materials are encountered, do not disturb;

immediately notify Architect and Owner. Hazardous materials will be removed by Owner under a separate contract.

1.7 CLEANING

A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began.

1.8 FINISHED SURFACES

A. Areas impacted by the demolition shall be returned to gravel paving to match existing unless the areas were originally covered in vegetation, then the surface shall be have top soil placed to a depth of 4 inches and seeded and mulched.

MATERIAL DISPOSAL AND RECYCLING:

Debris from building demolition and construction waste (including but not limited to items such as excess soil material, concrete wash water, sanitary wastes, etc.) shall be hauled offsite to an approved recycling center. If the material is not recyclable than it shall be disposed of in an approved landfill.

THE CONTRACTOR SHALL RECYCLE OR DISPOSE OF ALL BUILDING MATERIALS AND

CONSTRUCTION WASTES FROM THE PROJECT SITE IN ACCORDANCE WITH THE DEP

SOLID WASTE MANAGEMENT REGULATIONS (TITLE 25 PA CODE 260.1 ET SEQ, 271.1

ET SEQ AND 287.1 ET SEQ).

The storage or use of hazardous wastes and materials, fuels, chemical or solvents during construction presents a potential of pollution or endangerment of public health and safety through the accidental release of toxic, hazardous, or other polluting materials. If such materials are stored or used during the construction activity, the applicant must develop and implement a PPC Plan for the project site. For further information on PPC Plan requirements, see the Department's Guidelines for the Development and Implementation of Environmental Emergency

Response Plans. (document # 400-2200-001). The guidance can be found at www.dep.state.pa.us. Click on any eLibrary tab. On the left side of the screen click on "Technical Guidance Documents - Final." Type the document number 400-2200-001 in the search window and conduct the search.

PREPAREDNESS, PREVENTION AND

CONTINGENCY (PPC) PLAN REQUIREMENT

REPLACE EXISTING 6" PIPE WITH

NEW 8" PIPE

EXISTING 8" IS BLOCKED WITH ROOTS

APPROXIMATELY 66' FROM EXISTING MANHOLE

MH-1. REMOVE ROOTS PREFERABLY THROUGH

PIPE TO PROTECT EXISTING TREE.

ALTERNATIVELY REMOVE SECTION OF PIPE

IMPACTED BY ROOTS AND REPLACE WITH ABS PIPE

USING FERNCO FITTINGS. PROTECT TREE. NOTIFY

LANDSCAPE ARCHITECT IF THIS ALTERNATIVE IS

PLANNED.

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VICINITY MAP

0 30 60 90

E&S PLAN GENERAL NOTES:

1. The purpose of this plan is to show in general where site work occurs. It is not intended to limit any work or any other work required for the proper execution of the contract documents.

2. Site work not specifiically identified on this plan may be required for the proper execution of the contract documents and ALL other plans and specifications should be consulted to determine the extent of demolition required.

3. Unless noted otherwise, all construction waste material and equipment to be removed shall be hauled off-site and disposed of or recycled in a legal manner.

4. See Drawing C201 for E&S related Notes and See Drawing C202 through C204 for E&S

Details and Notes.

5. As soon as slopes, channels, ditches, and other disturbed areas reach final grade they must be stabilized. Upon completion or temporary cessation of the earth disturbance activity that portion of the project site must be immediately stabilized. Cessation of activity for at least 4 days requires temporary stabilization. Keep stabilization current with earthmoving.

6. No more than 15,000 square feet of disturbed area shall reach its final grade before initiating seeding and mulching operations.

7. DEWATERING WORK AREAS - Wherever water is pumped from a disturbed area, it must be treated for sediment removal prior to discharging to a surface water unless it can be shown that the quality of the water being pumped already meets discharge standards.

Filter bags, as shown in Standard Construction Detail #3-16 on C203 must be used.

PROJECT GENERAL NOTES:

6. Do not interfere with the operation of any fire hydrants, fire call box, or police call box.

7. Topographic survey provided by Urban Terrain.

E&S PLAN KEYNOTES:

1. Rock Construction Entrance. See Detail #3-1 on Drawing C202.

2. Compost Filter Sock CFS-1. Use 24" diameter sock. See Detail #4-1 and Table 4.2 on

Drawing C202.

3. Inlet Protection. See Details on Drawing C202. Use appropriate detail based on type of inlet condition.

4. Compost Sock Washout Area for Concrete Washout. See "Typical Compost Sock Washout

Installation detail on Drawing C203.

5. Compost Filter Sock CFS-2. Use 24" diameter sock. See Detail #4-1 and Table 4.2 on

Drawing C202.

6. Compost Filter Sock CFS-3. Use 24" diameter sock. See Detail #4-1 and Table 4.2 on

Drawing C202.

7. LIMIT OF DISTURBANCE BOUNDARY = PROJECT SITE AREA OF #.# ACRES.

8. PROPERTY BOUNDARY

9. Temporary Topsoil stockpile.

EROSION & SEDIMENT

POLLUTION

CONTROL PLAN

C200

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PROJECT GENERAL NOTES:

6. Do not interfere with the operation of any fire hydrants, fire call box, or police call box.

7. Topographic survey provided by Urban Terrain.

SITE WATER

DISTRIBUTION &

SEWER SYSTEM PLAN

C300

SITE WATER DISTRIBUTION PLAN KEYNOTES: (Details on C301 & C302)

1. New water tap by PA American. 8" to 4".

2. New 4" single service line by PA American. Coordinate scope of Road repair with PA American.

3. New Curb Stop at property line by PA American.

4. New Water Meter Vault for 4" service and meter. See PA American sample meter vault drawings and see approved meter vault shop drawings, for interior piping and fittings and pit doors and dimensions PA American to supply 4" service meter. Contractor to provide all else, including daylight drain to grade. Coordinate all other requirements with PA American such as power if requested by PA American.

5. 90 degree elbow (4") (installed ~horizontal). Provide thrust blocks per details on C301.

6. Elbow down to follow slope. Maintain a minimum 4' depth on water line. Provide thrust blocks per details on

C301.

7. Elbow up to follow slope. Maintain a minimum 4' depth on water line. Provide thrust blocks per details on

C301.

8. 45 degree elbow (~horizontal). Provide thrust blocks per details on C301.

9. 22.5 degree elbow (~horizontal). Provide thrust blocks per details on C301.

10. 4" water line. Route around new stairs with thrust blocks, and repair existing asphalt disturbed for stair and waterline installation.

11. New Spray Park water control center. See Drawings by Aquatix.

SITE WATER DISTRIBUTION PLAN GENERAL NOTES:

1. The purpose of this plan is to show in general where site water distribution work occurs. It is not intended to limit any work or any other work required for the proper execution of the contract documents.

2. Site work not specifically identified on this plan may be required for the proper execution of the contract documents and ALL other plans and specifications should be consulted to determine the extent of demolition required.

3. Unless noted otherwise, all construction waste material and equipment to be removed shall be hauled off-site and disposed of or recycled in a legal manner.

4. See L- Series Drawings for Site Layout, Grading, and Details.

5. See Drawing C301-C303 for Site Water Distribution and Sewer System Details.

6. Existing Site Water Distribution system with 1" meter, serving the existing concession stand and restrooms shall remain intact.

SITE SEWERAGE SYSTEM PLAN KEYNOTES: (Details on C401)

A. Floor Drain. JOSAM 9-inch Round Top LEVELEZE, SUPERFLO 32100-AE-1-VP-Z (SATIN FINISH NIKALOY

TOP WITH SECURED GRATE, AND VANDAL PROOF SCREWS) with 4" NO HUB pipe outlet connected to

4" SDR 35 pipe with NH joint clamp, then transition to 6" diameter SDR 35 pipe after elbow and continue with

6" pipe to manhole. ALTERNATIVELY use 10-INCH DIAMETER ZURN Z415B-VP with Heel Proof polished nickel-bronze strainer/grate and a 6" diameter NO HUB pipe outlet connected to 6" diameter SDR 35 pipe.

before the elbow, and continue with 6" pipe thereafter to manhole. Slope concrete pad to floor drain. See cut sheets on C302.

B. New 6" Sewer Pipe, solid, minimum slope of 2% and minimum depth to inverts shall be 42" below grade. Use

Standard Pipe Trench Detail 4 on C303. Field verify existing pipe crossing elevations prior to ordering manholes. Coordinate pipe inverts and lower new pipe system if conflicts exist. Also coordinate pipe layout with water supply lines to water features.

C. New 8" Storm Pipe, perforated. Placed in aggregate (AASHTO #57) filled trench. Trench shall be 24" wide by

48" deep, with a PennDOT Class I Geotextile fabric on all sides and top and bottom.

D. New 8" Storm Pipe, solid. Use Standard Pipe Trench Detail 4 on C303.

E. New Sewer Manhole. Detail 3 on C303.

F. New Storm Manhole. Details 1 and 2 on C303.

G. New Cleanout to Grade with Concrete Collar.Detail 5 on C303.

H. Replace exiting 6" pipe with new 8" pipe. See Drawing C101.

I. Remove roots from existing pipe. Located approximately 66' from Existing Manhole MH-1.See Drawing C101

J. Intercept existing pipe with new manhole and reconnect broken into pipe to maintain existing pipe run through the manhole when adding new pipe connection.

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SUMMERDALE ST.

15"

12"

15" 6"

CS-24

LOD

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18' CHAINLINK FENCE

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(413.38'-ORD)

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(191.65'-ORD)

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195.38'-MEAS.

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SUMMERDALE ST. 33'

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CHARTIERS AVE. 50'

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PITTSBURGH, PA 15219

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414 GRANT ST

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PLAYGROUND &

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PHILADELPHIA, PA 19107

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340 N. 12TH STREET, SUITE 415

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PHONE:

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LANDSCAPE ARCHITECT

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STUDIO | BRYAN HANES

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MS AL

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PROJECT NO.: 2010 (SBH)

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3793 CHARTIERS AVENUE

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SPRAY PARK

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GIBSONIA, PA 15044

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10500 OLD BABCOCK BOULEVARD

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PHONE:

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CIVIL ENGINEER

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COMMON GROUND

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RENOVATIONS

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100%%% SCHEMATIC DESIGN

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100%%% DESIGN DEVELOPMENT

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PITTSBURGH, PA 15204

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CONSTRUCTION DOCUMENTS

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FOR BID

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ADDENDUM ONE

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KEY PLAN

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PLAY EQUIPMENT

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GRILL

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AutoCAD SHX Text GENERAL NOTES - LAYOUT 1. EXISTING BOUNDARY LINE, TOPOGRAPHIC AND SITE UTILITY . EXISTING BOUNDARY LINE, TOPOGRAPHIC AND SITE UTILITY EXISTING BOUNDARY LINE, TOPOGRAPHIC AND SITE UTILITY INFORMATION IS BASED UPON SURVEY PLANS PREPARED FOR THE OWNER BY URBAN TERRAIN AND DATED 11/30/2020. ACTUAL CONDITIONS MAY HAVE CHANGED SINCE SURVEY WAS PERFORMED. CONTRACTOR SHALL REVIEW THE SITE AND SURVEY PRIOR TO CONSTRUCTION AND NOTIFY THE LANDSCAPE ARCHITECT OF DISCREPANCIES AFFECTING THE WORK. 2. VERIFY EXISTING CONDITIONS OF UTILITIES AS SHOWN ON DRAWINGS VERIFY EXISTING CONDITIONS OF UTILITIES AS SHOWN ON DRAWINGS AND REPORT ANY DISCREPANCIES ENCOUNTERED TO THE LANDSCAPE ARCHITECT IMMEDIATELY IN WRITING. 3. ALL LINES AND GRADE WORK NOT PRESENTLY ESTABLISHED AT THE ALL LINES AND GRADE WORK NOT PRESENTLY ESTABLISHED AT THE SITE SHALL BE LAID OUT BY A REGISTERED LAND SURVEYOR OR PROFESSIONAL CIVIL ENGINEER EMPLOYED BY THE CONTRACTOR IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. ESTABLISH PERMANENT BENCHMARKS FOR VERTICAL CONTROL AND MAINTAIN ALL ESTABLISHED BENCHMARKS AND BOUNDS AND REPLACE ANY WHICH ARE DESTROYED OR DISTURBED. 4. ALL LINES ARE PARALLEL OR PERPENDICULAR UNLESS SHOWN ALL LINES ARE PARALLEL OR PERPENDICULAR UNLESS SHOWN OTHERWISE. 5. PROVIDE A STAKED LAYOUT ON SITE FOR LANDSCAPE ARCHITECT'S PROVIDE A STAKED LAYOUT ON SITE FOR LANDSCAPE ARCHITECT'S REVIEW PRIOR TO COMMENCING WORK. 6. ALL DIMENSIONS SHOWN ARE TO FACE OF MATERIALS, UNLESS ALL DIMENSIONS SHOWN ARE TO FACE OF MATERIALS, UNLESS SHOWN OTHERWISE. 7. V.I.F. = VERIFY IN FIELD. VERIFY DIMENSIONS FROM FIELD V.I.F. = VERIFY IN FIELD. VERIFY DIMENSIONS FROM FIELD MEASUREMENTS AND PROVIDE WRITTEN VERIFICATION TO THE LANDSCAPE ARCHITECT.

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BOULDER SCRAMBLE TYP.

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EMBANKMENT SLIDE TYP.

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ASPHALT PATHWAY

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CONCRETE SPLASH PAD

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ACCESSIBLE PARKING

CHARTIERS AVE

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EXISTING STONE BRIDGE TO REMAIN AND BE REPAVED

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EXISTING STRUCTURE AND CONCRETE PAD TO REMAIN

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EMBEDDED OUTDOOR GRILL

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SPLASH PAD SEE L-140 FOR ENLARGEMENT

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CONCRETE SEAT/RETAINING WALLS

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EXISTING ASPHALT TO BE REPLACED

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PROPOSED CANOPY TREE PLANTING, TYP.SEE L-800

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PROPOSED ORNAMENTAL TREE PLANTING, TYP. SEE L-800

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PROPOSED ASPHALT PATH

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AREAS DISTURBED BY DEMOLITION TO BE SODDED, TYP.

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PICNIC TABLE, TYP. SEE SPECS

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BENCH, TYP.

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BIKE RACK, TYP.

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A.D.A PARKING SPOT, 8' W X 20' L, TYP.

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PROPOSED ENTRANCE SIGNAGE FOOTINGS

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BITUMINOUS PAVEMENT PATCHING STRIP

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PHILADELPHIA, PA 19107

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340 N. 12TH STREET, SUITE 415

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PHONE:

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LANDSCAPE ARCHITECT

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STUDIO | BRYAN HANES

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MS AL

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PROJECT NO.: 2010 (SBH)

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3793 CHARTIERS AVENUE

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SPRAY PARK

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GIBSONIA, PA 15044

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10500 OLD BABCOCK BOULEVARD

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PHONE:

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CIVIL ENGINEER

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COMMON GROUND

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RENOVATIONS

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100%%% SCHEMATIC DESIGN

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100%%% DESIGN DEVELOPMENT

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PITTSBURGH, PA 15204

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CONSTRUCTION DOCUMENTS

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FOR BID

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ADDENDUM ONE

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ENLARGED SITE PLAN

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AutoCAD SHX Text GENERAL NOTES - LAYOUT 1. EXISTING BOUNDARY LINE, TOPOGRAPHIC AND SITE UTILITY . EXISTING BOUNDARY LINE, TOPOGRAPHIC AND SITE UTILITY EXISTING BOUNDARY LINE, TOPOGRAPHIC AND SITE UTILITY INFORMATION IS BASED UPON SURVEY PLANS PREPARED FOR THE OWNER BY URBAN TERRAIN AND DATED 11/30/2020. ACTUAL CONDITIONS MAY HAVE CHANGED SINCE SURVEY WAS PERFORMED. CONTRACTOR SHALL REVIEW THE SITE AND SURVEY PRIOR TO CONSTRUCTION AND NOTIFY THE LANDSCAPE ARCHITECT OF DISCREPANCIES AFFECTING THE WORK. 2. VERIFY EXISTING CONDITIONS OF UTILITIES AS SHOWN ON DRAWINGS VERIFY EXISTING CONDITIONS OF UTILITIES AS SHOWN ON DRAWINGS AND REPORT ANY DISCREPANCIES ENCOUNTERED TO THE LANDSCAPE ARCHITECT AND OWNER IMMEDIATELY IN WRITING. 3. ALL LINES AND GRADE WORK NOT PRESENTLY ESTABLISHED AT THE ALL LINES AND GRADE WORK NOT PRESENTLY ESTABLISHED AT THE SITE SHALL BE LAID OUT BY A REGISTERED LAND SURVEYOR OR PROFESSIONAL CIVIL ENGINEER EMPLOYED BY THE CONTRACTOR IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. ESTABLISH PERMANENT BENCHMARKS FOR VERTICAL CONTROL AND MAINTAIN ALL ESTABLISHED BENCHMARKS AND BOUNDS AND REPLACE ANY WHICH ARE DESTROYED OR DISTURBED. 4. ALL LINES ARE PARALLEL OR PERPENDICULAR UNLESS SHOWN ALL LINES ARE PARALLEL OR PERPENDICULAR UNLESS SHOWN OTHERWISE. 5. PROVIDE A STAKED LAYOUT ON SITE FOR LANDSCAPE ARCHITECT PROVIDE A STAKED LAYOUT ON SITE FOR LANDSCAPE ARCHITECT AND OWNER'S REVIEW PRIOR TO COMMENCING WORK. 6. ALL DIMENSIONS SHOWN ARE TO FACE OF MATERIALS, UNLESS ALL DIMENSIONS SHOWN ARE TO FACE OF MATERIALS, UNLESS SHOWN OTHERWISE. 7. V.I.F. = VERIFY IN FIELD. VERIFY DIMENSIONS FROM FIELD V.I.F. = VERIFY IN FIELD. VERIFY DIMENSIONS FROM FIELD MEASUREMENTS AND PROVIDE WRITTEN VERIFICATION TO THE LANDSCAPE ARCHITECT AND OWNER.

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MATCHLINE L-110

MATCHLINE L-120

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PROPOSED SHADE TREE PLANTING, TYP. SEE L-800

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PROPOSED ASPHALT PATH, TYP.

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P.I.P SAFETY SURFACING, TYP.

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BOULDER SCRAMBLE, TYP.

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METAL EMBANKMENT SLIDE INSTALLED BY OTHERS

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P.I.P SAFETY SURFACING, TYP.

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BOULDER SCRAMBLE, TYP.

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METAL EMBANKMENT SLIDE INSTALLED BY OTHERS

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EXISTING STONE BRIDGE TO REMAIN AND BE REPAVED

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P.I.P SAFETY SURFACING, TYP.

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EXISTING TREE TO REMAIN

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AGILITY NET PLAY STRUCTURE INSTALLED BY OTHERS

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SUPERNOVA CAROUSEL INSTALLED BY OTHERS

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SKYTWISTER PLAY EQUIPMENT INSTALLED BY OTHERS

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3 BAY ACCESSIBLE SWINGS INSTALLED BY OTHERS

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ROCK-IT PLAY EQUIPMENT INSTALLED BY OTHERS

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FLEXUS PLAY ELEMENT INSTALLED BY OTHERS

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CONCRETE STEPS WITH HANDRAILS

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BENCH, TYP.

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BOULDER SCRAMBLE, TYP.

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PROPOSED ORNAMENTAL TREE PLANTING, TYP. SEE L-800

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EXISTING CONCESSION STAND

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EXISTING CONCRETE PAVING TO REMAIN

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BENCH, TYP.

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AREAS DISTURBED BY DEMOLITION TO BE SODDED, TYP.

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ALL UNPAVED DISTURBED AREAS TO RECEIVE SOD, TYP.

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File details come from the government source that posted it. Updated Jun 27, 2025.