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Darree Fields Enhancements 10-26-2017 POD Design 16033 City of Dublin Parks & Recreation, Dublin, Ohio
ADDENDUM #1 1
ADDENDUM #1
SPECIFICATIONS
1.1 TABLE OF CONTENTS
A. DELETE Line item - Fitness Equipment Base Bid- Specifications Supplement
B. DELETE Line item - Fitness Equipment Alternate 1- Specifications Supplement
C. DELETE Line item - Drains Specifications Supplement
1.2 SPECIFICATIONS SUPPLIMENT
A. ADD – Shelter General Specifications Supplement
B. ADD – Shelter Roofing Specifications Supplement
C. ADD - Fitness Equipment Supplement Installation Notes
DRAWINGS
1.1 DETAIL 2/L2.1 Poured-in-Place Resilient Play Surface
A. REPLACE DETAIL
1. Modifies 6” x 18” curb for notch to accept surfacing 2. Changes aggregate base below surfacing to Concrete slab
Darree Fields Enhancements 05-30-2017 POD Design 16033 City of Dublin Parks & Recreation, Dublin, Ohio
TABLE OF CONTENTS of
Specifications, Specifications Supplement and Drawings
SPECIFICATIONS 00 16 80 Project Safety 01 23 00 Alternates 01 43 39 Mock Ups 03 30 00 Cast In Place Concrete 12 93 00 Site Furnishings 31 20 00 Earth Moving 32 13 13 Concrete Paving 32 13 73 Concrete Paving Joint Sealers 32 18 16 Rubber Safety Surface Systems 32 92 00 Turf and Grasses 32 93 00 Plants
SPECIFICATIONS SUPPLEMENT Shelter General Specifications Supplement Shelter Roofing Specifications Supplement Fitness Equipment Supplement Installation Notes Fitness Equipment Base Bid- Specifications Supplement Fitness Equipment Alternate 1- Specifications Supplement Drains Specifications Supplement
DETAIL DRAWINGS Bid Set 05-30-2017
May 30, 2017
CLEAN AGGREGATEAASHTO #56
COMPACTED SUBGRADE
PER
PLA
N
EQUAL SPACINGAS SHOWN
BROOM FINISH PERPLAN
1'-6"
EXPANSION JOINT @ 30' MAX OR ASSHOWN ON PLANS; SEALANT TO BE 38"WIDE POLYURETHANE ELASTOMERIC,SELF-LEVELING
FOAM BACKER ROD, LEAVE DOWN 12"
PLAN
SAW CUT CONTROL JOINT SEELAYOUT PLAN FOR LOCATIONS
DEPTH OF JOINT TO BE 14 OFSLAB THICKNESS (1" MIN.
SECTION
PREFORMED, NON-EXTRUDING TYPEJOINT FILLER THROUGH FULL DEPTHOF SLAB
NOTE:PROVIDE EXPANSION JOINTS WHENINSTALLING NEW CONCRETE FLATWORKAT ALL EXISTING ARCHITECTURE,UTILITIES & CURBS, TYP.
1"=1'-0"
6" PERVIOUS CONCRETE
(RIGID, PERMEABLE PAVEMENT)
WRAP AGGREGATE WITHGEOTEXTILE SEPERATOR,
OVERLAP SEAMS 12"
1"=1'-0"
NOTE:1. SUBMIT COLOR SAMPLES
FOR APPROVAL PRIOR TOINSTALLATION
2. SLOPE SUBGRADE FORPROPER DRAINAGE TOPERFORATED UNDERDRAIN
3. PROVIDE EXPANSION JOINTWHERE NEW CONCRETECURB MEETS EXISTINGCONCRETE WALK
6"
1%
3%
1'-6"
EXPANSION JOINT
POURED IN PLACE RESILIENT PLAY SURFACE;INSTALL PER MANUFACTURER'SRECOMMENDATIONS
IMPACT COURSE PER MANUFACTURER'SRECOMMENDATIONS
6" x 18" CONCRETE CURB - JOIN FLUSH WITHSAFETY SURFACE. PROVIDE A NON-SLIPLIGHT BROOM FINISH.
COMPACTED AGGREGATE BASE
COMPACTED SUBGRADE
4" PERFORATED UNDER-DRAIN IN SOCK.
ADJ. PLANTING AREA PERLAYOUT & PLANTING PLANS
(2) CONT. #3 REBAR AS SHOWN
EXISTING ADJACENT PAVING PER LAYOUT PLAN
1" 4"
4"
21 2"4" 5"
CONCRETE BASE
Shade Structure at Dog Park1/8"=1'-0"
PLAN
ELEVATIONNTS
10'-0
"
20'-0"
NOTES:1. REFERENCE DETAIL PROVIDED FOR
BASIS OF DESIGN ONLY. FINALDESIGN & ENGINEERING PERMANUFACTURER.
2. INSTALL PER MANUFACTURER'SSPECIFICATIONS.
3. FABRIC & POST COLORS TBD
20'-0"
10'-0"
3/4"=1'-0"
1'-0"6'-0" BENCH
VERIFY CITY STANDARD BENCH 4'-0" MIN. CLR.
4'-0
"MIN
. CLR
.
11'-0"
PERVIOUS CONCRETEPAD PER PLAN
ADJACENT PAVINGPER PLAN
INSTALL BENCH PER CITYSTANDARDS
EXPANSION JOINT BETWEENPERVIOUS CONCRETE PAD AND
ADJACENT PAVED WALKWAY
CONTROL JOINT,EVENLY SPACED
6"
L2.1
Site Details
1
Addendum 1 10/26/171
Sheet #
Sheet Title
Revisions
Project Info
Project # 16033Date 10/05/2017By SO/JW/GBScale As Noted
Columbus100 Northwoods Blvd, Ste AColumbus, Ohio 43235p 614.255.3399
Cincinnati10816 Millington Court, Ste 118Cincinnati, Ohio 45242p 614.360.3066
PODdesign.net
Project Name
Darree FieldsEnhancements6259 Cosgray Rd
Dublin, Ohio 43016
Prepared For
Mr. Matt Earman, DirectorCity of Dublin Parks & Recreation6555 Shier Rings RoadDublin, OH 43016
1 Pervious Concrete Pad 2 Poured-In-Place Resilient Play Surface
4 Companion Seating / Bench Pervious Concrete Pad
ADD ALTERNATE # 2
3
Infiltration Swale with Planting Soil1/2"=1'-0"
DEPTH OF WATER QUALITY STORM FLOWINGOR PONDED BY CHECK DAMS
25-YEAR STORM FLOW DEPTH
3H:1V SIDE SLOPES MAX, TYPWIDTH (5' MIN)
4" F
REEB
OAR
D
DEPT
H 6-
24" T
YP18
"
PLANTS, SEE PLANTING PLAN
2-3" MULCH
UNDISTRURBED NATIVESUBGRADE OR FILL
ENGINEERED PLANTING SOIL
EXCAVATE AT STABLE SLOPEANGLE FOR NATIVE SOIL
ENGINEERED PLANTING SOIL MIX SPECIFICATIONS1. ENGINEERED PLANTING SOIL MIX SHALL HAVE THE FOLLOWING
CHARACTERISTICS:a. 60% LOAMY SAND AND 40% COMPOST.b. ORGANIC CONTENT MATTER FROM 8-10% BY WEIGHTc. CATION EXCHANGE CAPACITY (CEC) GREATER THAN OR EQUAL
TO 5 MILLIEQUIVALENTS/100 GRAMS OF DRY SOILd. 2-5% MINERAL FINES CONTENTe. US STANDARD PERCENT
SIEVE SIZE PASSING38" 100
#4 95-100#10 75-90#40 25-40#100 4-10#200 2-5
f. MINIMUM LONG-TERM HYDRAULIC CONDUCTIVITY OF 1 INCH/HOUR PER ASTM D2434 AT 85% COMPACTION PER ASTM D 1557.
g. MAXIMUM IMMEDIATE HYDRAULIC CONDUCTIVITY OF 12INCHES/HOUR.
2. AMENDED PLANTING SOIL MIX MAY BE CREATED BY TESTINGON-SITE NATIVE SOILS AND MIXING MATERIALS FROM OFF-SITE ASNEEDED TO ACHIEVE THE CHARACTERISTICS DESCRIBED IN NOTE 1ABOVE.
3. AMENDED PLANTING SOIL MIX SHOULD BE UNIFORMLY MIXED WITHA SOIL MIXER.
4. PLACEMENT OF AMENDED PLANTING SOIL MIX SHALL OCCUR PERTHE FOLLOWING GUIDELINES:a. PLACE SOIL IN 12" LIFTS, KEEPING MACHINERY OUTSIDE OF
INFILTRATION AREA.b. DO NOT PLACE SOILS IF SATURATED.c. COMPACT EACH LIFT WITH WATER OR BOOT PACKING UNTIL
JUST SATURATED TO 85% COMPACTION. DO NOT COMPACTWITH HEAVY MACHINERY OR VIBRATORY COMPACTION.
FILTER FABRIC WRAPPED4" DIA. PERFERATED PIPE
UNDERDRAIN TO STORM
ADJACENT CONCRETE WALKADJACENT RUBBERSURFACING
5
DARREE FIELDS ENHANCEMENTS
Specifications Supplement: Fitness Equipment
General Fitness Equipment Requirements:
Equipment must be manufactured to be protected from rust, corrosion and chipping. Manufacturing requirements are follows:
1. All equipment is constructed of SAE 1020 High Carbon Steel.2. The joints' welding is at least 2/5-1/2 inch thick.3. The bearings are made of cast steel with cast steel rollers, and do not require re-lubrication.4. All seats and stepping platforms are made of two layers of hand-shaped fiberglass.5. After fabrication and welding, all parts are cold galvanized for rust protection.6. All metal parts receive two layers (120-400 microns) of DuPont Powder Coat.7. An additional layer of polyurethane UV3 (450 microns) is applied to all metal parts for ultravioletprotection.
Installation
Use only heavy steel pipes and that are subject to heavy forces and torques when in use. Extra care must be taken to ensure that the equipment is securely installed so that it can be safely enjoyed for years to come.
All equipment shall be permanently installed in which the equipment post are surface mounted to concrete slab per manufacturer's specifications.
Only a licensed installation company must provide construction services to ensure that the equipment is installed correctly and according to manufacturer’s specifications. Provide a copy of the full installation instructions and equipment specifications to the City and to the Landscape Architect.
Color
Provide the City with color sample combinations for the equipment.
Warranty
Provide a 10 year limited warranty for fitness equipment.
Safety and Signage
Provide each equipment with proper signage and labels as intended for use and for recommended age group. Provide each installed unit with a safety label and a user guide label. Provide a large signage to identify the entire location.
1"=1'-0"
NOTE:1. SUBMIT COLOR SAMPLES
FOR APPROVAL PRIOR TOINSTALLATION
2. SLOPE SUBGRADE FORPROPER DRAINAGE TOPERFORATED UNDERDRAIN
3. PROVIDE EXPANSION JOINTWHERE NEW CONCRETECURB MEETS EXISTINGCONCRETE WALK
6"
1%
3%
1'-6"
EXPANSION JOINT
POURED IN PLACE RESILIENT PLAY SURFACE;INSTALL PER MANUFACTURER'SRECOMMENDATIONS
IMPACT COURSE PER MANUFACTURER'SRECOMMENDATIONS
6" x 18" CONCRETE CURB - JOIN FLUSH WITHSAFETY SURFACE. PROVIDE A NON-SLIPLIGHT BROOM FINISH.
COMPACTED AGGREGATE BASE
COMPACTED SUBGRADE
4" PERFORATED UNDER-DRAIN IN SOCK.
ADJ. PLANTING AREA PERLAYOUT & PLANTING PLANS
(2) CONT. #3 REBAR AS SHOWN
EXISTING ADJACENT PAVING PER LAYOUT PLAN
1" 4"
4"
21 2"4" 5"
CONCRETE BASE
1
2 Poured-In-Place Resilient Play Surface
DARREE FIELDS ENHANCEMENTS Specifications Supplement: Shelter Materials
Specifications Supplement: Shelter Materials 1
GENERAL SHADE STRUCTURE MATERIAL SPECIFICATIONS
Shelter Products:
1. Shade Structure by Superior Recreational Products, or approved equal:
Manufacturer’s Representative: James (Jamey) Snider Snider Recreation Cell: 1800-888-2889 Email: [email protected]
Submittals:
1. Submit shop drawings with structural, foundation/footing detail requirements 2. Submit stamped seal by manufacturer’s professional engineer on structural and footing
requirements, based on specific site location. 3. Color and material samples of powder coated metals
Inspection and Final Approval:
1. During and after construction, contractor must provide on-site inspection of the shade structures and shade sails by manufacturer’s structural engineer and representative.
General Structural member requirements:
1. All structural steel tubing utilized shall be ASTM A-500 Grade B/C (46 – 50 ksi yield strength / 58 – 62 ksi tensile strength)
2. All structural plates, gussets etc. shall conform to ASTM A-36 (36 ksi yield strength / 58 – 80 ksi tensile strength)
3. All welding is to be done in accordance with the latest AWS standards. 4. All welds shall develop the full strength of the weaker member. All welds shall be made using
E70XX .035” wire. Fabricated welded assemblies will be performed by manufacturer. 5. Hollow steel members shall be welded shut at termination points to prevent internal leakage.
(Baseplate to column connections excluded) 6. On-site field welded connections are not acceptable. 7. Field assembly connections will be indicated on the setup drawings.
Foundation general design criteria:
1. The foundation design is based on table 1806.02 of the building code, class 5 soil material. If different soil conditions are encountered, it is recommended that a site specific geotechnical report is conducted to determine the load bearing values of the soil.
Installation hardware:
1. All required fasteners are provided for construction of the shelter. Fastening hardware will be determined based on calculated engineering loads.
2. Uncoated hardware will be used in hidden applications and Zinc plated or galvanized hardware will be used in exposed applications.
DARREE FIELDS ENHANCEMENTS Specifications Supplement: Shelter Materials
Specifications Supplement: Shelter Materials 2
3. All fastening hardware bolts shall comply with ASTM A325. Threaded rod applications shall comply with ASTM B7. Washers shall comply with ASTM F436. Hex nuts shall comply with ASTM A563.
4. Upon request stainless steel hardware can be used for exposed applications. Stainless hardware shall comply with ASTM A-304.
Anchor bolts:
1. Headed and hooked anchor bolts shall comply with F1554 grade 36. Higher grades may be used for specific applications.
2. Templates will be provided by the manufacturer to set anchors in concrete.
Coating:
1. All fabricated steel components will be primed and a powder coated exterior shall surface applied. (Refer to powder coating specification sheet for a breakdown in specifications.)