2002-87007_Chartiers_100%_Bid_Documents_UPDATE.pdf

PDF 40 MB Posted Feb 4, 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 · Apr 20, 2026

This is a bid document set for the Chartiers Spray Park & Playground Construction project issued by the City of Pittsburgh Department of Public Works (Project No. 2020-87007). The project encompasses comprehensive renovation of a municipal playground and spray park located at 3793 Chartiers Avenue in Pittsburgh, Pennsylvania, including site demolition, earthwork, utility infrastructure upgrades, and installation of new recreational facilities. The scope of work includes constructing a 1,661 square foot splash pad with water features (geysers, stream jets, aquaarcs, and whirlflex equipment with a combined flow rate of 138 GPM), installing new play structures, accessible pathways, landscaping, and site furnishings. The bid documents indicate a bid release date of February 2, 2022, with questions due by March 3, 2022, and final bid responses required by March 9, 2022, at 2:00 pm. The project involves precise infrastructure work including a new 4-inch water service line from PA American Water, sewer pipe replacements (including replacement of existing 6-inch pipe with new 8-inch pipe and removal of root-impacted sections), new water meter vault, new sanitary and storm sewer systems with multiple manholes, and extensive erosion and sediment control measures. The landscape architectural design was prepared by Studio Bryan Hanes (Philadelphia), with civil engineering by Common Ground Engineers (Gibsonia, PA).

Bidders must submit a bid bond equal to 5% of their total bid amount, with a performance bond of 100% of the contract amount required for the awarded contractor. The project is subject to Pennsylvania State Prevailing Wage requirements, and bidders must include all shipping, delivery, and installation costs in their pricing. Bidders are responsible for verifying existing utility locations and conditions in the field prior to construction and must notify the Pennsylvania One Call System (1-800-242-1776 or 811) and all utility companies at least three days prior to construction commencement (PA One Call Serial No. 201192560582-000). The bid documents specify that the City will provide certain equipment such as playground structures and safety surfacing, with the selected contractor responsible for installation and site preparation. Construction waste materials and debris must be recycled or disposed of in accordance with Pennsylvania Department of Environmental Protection Solid Waste Management Regulations (Title 25 PA Code Sections 260.1, 271.1, and 287.1). The documents do not explicitly identify set-aside designations for disadvantaged enterprises or identify incumbent vendors, though the project funding appears to derive from municipal capital improvement resources.

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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

C-303 SITE SEWERAGE SYSTEM DETAILS

TPF

LOD

LODLOD

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LODLODLODLOD

LOD

LOD LO

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LOD

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LOD

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LOD

TPF TPF

LOD LOD LOD

HYDRANT

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VICINITY MAP

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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.

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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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HYDRANT

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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.

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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CHARTIERS AVE

SUMMERDALE ST.

15"

12"

15" 6"

CS-24

CHARTIERS AVE

12"

SUMMERDALE ST.

SPLASH PAD PAVING JOINT PLAN

EQUIPMENT ROOM

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SEE L-240 FOR PAVEMENT PERIMETER LAYOUT

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PROPERTY LINE

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BASELINE B

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BASELINE A

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STARTING LINE FOR HORIZONTAL JOINT LAYOUT

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CONTROL JOINT

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STARTING LINE FOR VERTICAL JOINT LAYOUT

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EXPANSION JT., TYP.

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BASELINE C

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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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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

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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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SPLASH PAD PAVING JOINT PLAN

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VARIES

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. ACTUAL CONDITIONS MAY HAVE CHANGED SINCE SURVEY WAS PERFORMED. CONTRACTOR SHALL REVIEW THE SITE AND SURVEY PRIOR TO CONSTRUCTION AND NOTIFY THE LANDSCAPE ARCHITECT AND OWNER OF DISCREPANCIES AFFECTING THE WORK. 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 AND OWNER IMMEDIATELY IN WRITING. 3. ALL LINES AND GRADE WORK NOT PRESENTLY ESTABLISHED 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 ALL LINES ARE PARALLEL OR PERPENDICULAR UNLESS SHOWN OTHERWISE. 5. PROVIDE A STAKED LAYOUT ON SITE FOR LANDSCAPE 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, 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.

AutoCAD SHX Text NOTE: 1. ALL CONCRETE SLOPES TO BE 1% - 2%. ALL CONCRETE SLOPES TO BE 1% - 2%. 2. REFER TO SPEC SHEET AND INSTALLATION REFER TO SPEC SHEET AND INSTALLATION DRAWING FOR EACH PRODUCT. DRAWING FOR EACH PRODUCT. 3. THE INTENT OF A SPLASH PAD IS TO BE A DRY THE INTENT OF A SPLASH PAD IS TO BE A DRY DECK WITH NO STANDING WATER. THE WATER IS DECK WITH NO STANDING WATER. THE WATER IS TO BE CONTAINED WITHIN THE PERIMETER OF TO BE CONTAINED WITHIN THE PERIMETER OF THE SPLASH PAD AND ALL WATER IS TO DRAIN THE SPLASH PAD AND ALL WATER IS TO DRAIN INTO THE DRAIN BOXES. THE CONCRETE IS INTO THE DRAIN BOXES. THE CONCRETE IS TO BE FORMED AND SLOPED TO ACCOMMODATE TO BE FORMED AND SLOPED TO ACCOMMODATE THIS DRAIN PATTERN. THIS DRAIN PATTERN. 4. ALL TREATED SPLASH PAD WATER IS INTENDED TO ALL TREATED SPLASH PAD WATER IS INTENDED TO REMAIN WITHIN DESIGNATED SPLASH PAD DECK. REMAIN WITHIN DESIGNATED SPLASH PAD DECK. UNDER NO CIRCUMSTANCES SHOULD SLOPE OF UNDER NO CIRCUMSTANCES SHOULD SLOPE OF SPLASH PAD ALLOW WATER TO DRAIN OFF PAD. SPLASH PAD ALLOW WATER TO DRAIN OFF PAD. 5. UNDER NO CIRCUMSTANCES SHALL THE UNDER NO CIRCUMSTANCES SHALL THE SURROUNDING HARDSCAPE AREA BE SLOPED TO SURROUNDING HARDSCAPE AREA BE SLOPED TO ALLOW WATER TO BE DRAINED INTO THE SPLASH ALLOW WATER TO BE DRAINED INTO THE SPLASH PAD DECK. PAD DECK. 6. ALL CONCRETE SURFACES TO HAVE A MEDIUM ALL CONCRETE SURFACES TO HAVE A MEDIUM BROOM FINISH. BROOM FINISH. 7. COORDINATE EXPANSION JOINT AND SAW CUT COORDINATE EXPANSION JOINT AND SAW CUT LOCATIONS WITH PLAY EQUIPMENT LOCATIONS. LOCATIONS WITH PLAY EQUIPMENT LOCATIONS. 8. INDICATES SPLASH ZONE. INDICATES SPLASH ZONE. 9. SPLASH ZONES ARE APPROXIMATE. ACTUAL SPLASH ZONES ARE APPROXIMATE. ACTUAL SPLASH ZONE MAY VARY BASED ON VARIOUS SPLASH ZONE MAY VARY BASED ON VARIOUS ENVIRONMENTAL CONDITIONS, FLOW RATES, ENVIRONMENTAL CONDITIONS, FLOW RATES, SLOPE OF THE SPLASH PAD, SUBMERGENCE SLOPE OF THE SPLASH PAD, SUBMERGENCE DEPTH AND WIND. DEPTH AND WIND. 10. SUB-CUT EXCAVATION UNDER SPLASH PAD MIN. SUB-CUT EXCAVATION UNDER SPLASH PAD MIN. 18" FOR GRANULAR FILL. 18" FOR GRANULAR FILL. 11. CONSTRUCTION OF SPLASH PAD CONCRETE TO BE CONSTRUCTION OF SPLASH PAD CONCRETE TO BE 5" THICK, 4,000 PSI CONCRETE WITH #4 BARS 5" THICK, 4,000 PSI CONCRETE WITH #4 BARS SPACED 12" O.C. EACH WAY OR AN EQUIVALENT SPACED 12" O.C. EACH WAY OR AN EQUIVALENT WELDED WIRE MESH (EQUIVALENT MESHES INCLUDE W6 ON 4" X 4" SPACING OR W10 ON 6" X 6" SPACING) CONCRETE PAD TO HAVE REQUIRED EXPANSION JOINTS EVERY HAVE REQUIRED EXPANSION JOINTS EVERY 20' X 20', SAW-CUT JOINTS EVERY 10' AND 20' X 20', SAW-CUT JOINTS EVERY 10' AND THICKEN PROFILES AT EDGE OF PAD AND AT THICKEN PROFILES AT EDGE OF PAD AND AT EACH STRUCTURE/EMBED. EACH STRUCTURE/EMBED. 12. CONSTRUCTION OF 5' APRON AROUND PERIMETER CONSTRUCTION OF 5' APRON AROUND PERIMETER OF SPLASH PAD TO BE 4" THICK, WIRE MESH OF SPLASH PAD TO BE 4" THICK, WIRE MESH REINFORCED, 3500 PSI CONCRETE. APRON TO REINFORCED, 3500 PSI CONCRETE. APRON TO INCLUDE EXPANSION JOIN AT PERIMETER EDGE INCLUDE EXPANSION JOIN AT PERIMETER EDGE OF SPLASH PAD AND NEEDED SAW-CUT JOINTS. OF SPLASH PAD AND NEEDED SAW-CUT JOINTS. 13. SCHEDULE 80 PVC TO BE UTILIZED FOR ALL SCHEDULE 80 PVC TO BE UTILIZED FOR ALL SPLASH PAD MECHANICAL SYSTEM PIPING. SPLASH PAD MECHANICAL SYSTEM PIPING. 14. WATER PLAY EQUIPMENT CONTROLS ARE LOCATED IN THE CONCESSIONS/ RESTROOM BUILDING.

AutoCAD SHX Text SPLASH PAD AREA: 1,661 SQ FT. TOTAL AREA: 1,661 SQ FT. TOTAL FEATURE FLOW RATE: 138 GPM

AutoCAD SHX Text

WHIRLFLEX

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GPM

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QTY

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AQUAARC

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PRODUCT

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GEYSER

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STREAM JET

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DRAIN BOX

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10 EA

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1 EA

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LINE SIZE

AutoCAD SHX Text 1 "12"

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1" EA

AutoCAD SHX Text 1"

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1" EA

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AQUAVATOR

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RIPPLE RUN - MED RUNG

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10 EA

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1" EA

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RIPPLE RUN

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(3) 1"

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WATER METER

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SHUTOFF VALVE

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BACKFLOW PREVENTER

AutoCAD SHX Text M

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PRV

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25 PSI MIN 30 PSI MAX

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*COMPONENTS BY OTHERS

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2" DOMESTIC WATER SUPPLY LINE (CONFIRM SIZING PRIOR TO CONSTRUCTION)

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FEATURE SUPPLY LINES TO SPLASH PAD WATER PLAY FEATURES. SEE PRODUCT LEGEND

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UL LISTED CONTROL PANEL 3'-0" CLEAR INFRONT OF PANEL AS PER LOCAL/STATE CODES

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FLOOR DRAIN (BY OTHERS)

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PREFABRICATED DISTRIBUTION MANIFOLD

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EQUIPMENT ROOM **LOCATION TO BE DETERMINED**

AutoCAD SHX Text 1/4" = 1'-0"

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NTS

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NOTE: SPLASH PAD EQUIPMENT WILL BE FURNISHED BY CITY. CONTRACTOR TO INSTALL.

CHARTIERS AVE

CS-24

CS-24 CS-24

LAYOUT PLAN

ACCESSIBLE PARKING LAYOUT PLAN

CHARTIERS AVE

CS-24

M issing or invalid reference

BOULDER SCRAMBLE TYP.

CONCRETE STEPS TYP.

SEATWALL TYP.

CONCRETE PAVING

EXPANSION JOINT

ASPHALT PAVING

P.I.P. PLAY SURFACING, TYP.

ALT: TILE PLAY SURFACING WITH CURB, TYP.

BOULDERS, TYP

ASPHALT PAVING OVER BRIDGE

BITUMINOUS PAVEMENT WARNING STRIP, TYP.

TRUNCATED WARNING TILE AND PAVEMENT

SUPERNOVA CAROUSEL

3 BAY SWINGS

ROCK-IT PLAY EQUIPMENT

FLEXUS PLAY EQUIPMENT

REFERENCE ONLY - BY OTHERS

SKYTWISTER TOWER

REFERENCE ONLY - BY OTHERS

AGILITY NET PLAY STRUCTURE ELEVATION

REFERENCE ONLY - BY OTHERS

STAINLESS STL EMBANKMENT SLIDE, TYP.

REFERENCE ONLY - BY OTHERS

GEYSER SPRAY JET, TYP.

ARCH SPRAY JET, TYP.

WHIRLFLEX SPRAY EQUIPMENT SECTIONWHIRLFLEX SPRAY EQUIPMENT SECTION

AQUA ARC SPRAY EQUIPMENT SECTIONRIPPLERUN

AQUAVATOR

GRILL EMBEDMENT SECTION

GRILL PLAN

STANDARD PICNIC TABLE TYP.ADA PICNIC TABLE TYP.

ACCESSIBLE PARKING STRIPING TYP.

DERO BIKE RACK

TRASH/RECYCLING RECEPTACLE WITH CONCRETE PAD, TYP.

TRASH RECEPTACLE ELEVATION

TRASH RECEPTACLE LID

PLAN

RECYCLING RECEPTACLE ELEVATION

RECYCLING LID

PLAN

RECYCLING DECAL

ENTRY SIGNAGE POSTS

BENCH, TYP.

FRONT

SIDE Elevation (from Right-hand side)

FRONT

BENCH PAD, TYP.

TRASH/RECYCLING CONCRETE PAD, TYP.

TRASH AND RECYCLING RECEPTACLE CONCRETE PAD

ACCESSIBLE PARKING SIGNAGE

CHARTIERS AVE

PLANTS SCHEDULE

TREES

Al 3 10'-12' HTAMELANCHIER LAEVIS ALLEGHENY SERVICEBERRY MULITSTEM

Ns 4

QUERCUS ACUTISSIMA SAWTOOTH OAK

3.5" CAL

Qa 3

NYSSA SYLVATICA BLACK GUM

4" CAL

Qb 2 QUERCUS BICOLOR SWAMP WHITE OAK 4" CAL Qm 3 4" CALQUERCUS MUEHLENBERGII CHINKAPIN OAK

Cc 4 CERCIS CANADENSIS EASTERN REDBUD 10'-12' HT MULITSTEM

Ov 3 OSTRYA VIRGINIANA HOPHORNBEAM 14'-16' HT

Mg 3 METASEQUIOA GLYPTOSTROBOIDES DAWN REDWOOD 14'-16' HT

Pv 4 PINUS VIRGINIANA VIRGINIA PINE 14'-16' HT

Ps 3 PINUS STROBUS EASTERN WHITE PINE 14'-16' HT

Ag 2 AESCULUS GLABRA OHIO BUCKEYE 10-12" HT

Bl 3 10'-12' HTBETULA LENTA BLACK BIRCH MULITSTEM

Ma 2 MAGNOLIA ACUMINATA CUCUMBER MAGNOLIA 3.5" CAL

Mv 3 MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA 3.5" CAL

MULITSTEM

TREE PLANTING

Td 1 14'-16' HTTAXODIUM DISTICHUM BALD CYPRESS

TREE FENCING

SEED MIX

100% TRIFOLIUM REPANS L. WHITE CLOVER ~500 SQUARE FEET

2010_L-140 Splash Pad Enlargement-L-140_Splash Pad Enlargement.pdf

Sheets and Views

L-140_Splash Pad Enlargement

2010_Chartiers_220103_UPDATE.pdf

2010_Chartiers.pdf

Sheets and Views

CS-1 Cover Sheet

Binder2.pdf

Urban Terrain Survey.pdf

Binder1.pdf

FOR BID - C100 EXISTING SEWER CONDITIONS PLAN

FOR BID - C101 EXISTING SEWER DEMOLITION PLAN

FOR BID - C200 EROSION AND SEDIMENT POLLUTION CONTROL PLAN

FOR BID - C201 EROSION AND SEDIMENT POLLUTION CONTROL NOTES

FOR BID - C202 EROSION AND SEDIMENT POLLUTION CONTROL DETAILS

FOR BID - C203 EROSION AND SEDIMENT POLLUTION CONTROL NOTES

FOR BID - C204 EROSION AND SEDIMENT POLLUTION CONTROL NOTES AND DETAILS

FOR BID - C300 SITE WATER DISTRIBUTION AND SEWER SYSTEM PLAN

FOR BID - C301 SITE WATER DISTRIBUTION DETAILS

FOR BID - C302 SITE WATER DISTRIBUTION AND SEWER DETAILS

FOR BID - C303 SITE SEWERAGE SYSTEM DETAILS

2010_Chartiers_220103.pdf

Sheets and Views

L-050 Demolition Plan

L-100 Key Plan

L-110 Enlarged Site Plan

L-120 Enlarged Site Plan

L-130 Enlarged Site Plan

L-140 Splash Pad Enlargement

L-150 - Alternate Site Plan

L-210 Enlarged Layout Plan

L-220 Enlarged Layout Plan

L-310 Enlarged Grading Plan

L-320 Enlarged Grading Plan

L-710 Site Details Paving

L-720 Site Details - Play Equipment

L-730 Site Details - Spray Equipment

L-740 Site Details - Site Furnishings

L-800 Planting Plan

File details come from the government source that posted it. Updated Apr 20, 2026.