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HomeMy WebLinkAboutC101PLAYGROUND GRASS™ FOREVERLAWN 8007 BEESON ST. LOUISVILLE, OH 44641 TOLL FREE: 1-866-992-7876 PHONE: (866) 992-7876 FAX: (866) 212-1925 www.foreverlawn.com NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWING. 3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION. 4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. 5. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER REFERENCE NUMBER 1148-117 - ForeverLawn - Playground Turf_ Playground Grass™ System - No Fall Height PROTECTED BY COPYRIGHT ©2021 CADDETAILS.COM LTD.CADdetails.com 22/02/20211148-117 - ForeverLawn - Playground Turf_ Playground Grass™ System - No Fall Height PROTECTED BY COPYRIGHT ©2021 CADDETAILS.COM LTD. REVISION DATE ® PERSPECTIVE PLAYGROUND TURF: PLAYGROUND GRASS™ SYSTEM - EDGE DETAIL - NO FALL HEIGHT STAINLESS STEEL STAPLES - ONE INCH LONG, 1/4" CROWN GALVANIZED STAPLES PLACED WITHIN AN INCH OF CONCRETE, SPACED 3" APART GROUND CONTACT TREATED LUMBER OR COMPOSITE NAILER BOARD - TYP. 2" X 4" MOUNTED 1/2" TO 3/4" BELOW CONCRETE SURFACE, AND SECURED WITH CONCRETE FASTENERS EVERY 2 FEET CONCRETE ANCHOR CONCRETE 3"-4" LARGER STONE AGGREGATE (DOWN TO DUST) BACKING - UNIQUE PROPRIETARY, MULTI-LAYERED, PREMIUM BACKING, SYSTEM WITH MICROMECHANICAL SEAMING TECHNOLOGY. PLAYGROUND GRASS™ SYNTHETIC TURF INFILL - AS REQUIRED OR RECOMMENDED 1" TOP LAYER OF GRAVEL FINES W W W WWEEEEE EEEEEE E EEEEEEEC C C C C G G G GEEEEOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUEN00°09'42"W 761.17'S89°59'52"W 775.74' D D D D D D DD D D DD D D D D D D D D D D D DDDD D D DDD D D D D D DD D D D DDD D DDDDDD DDDDDDDD D DDDDDD D D D D D D DD D D D D DD D D DD DD DD D DDDD DDSPEARSSPEA RSS P EARSS P EA R SSP EA RS 56'-0"12'-0" 12'-0" 32'-0"44'-0" 4'-0"6'-0"12'-1"6'-5"6'-6"8'-5"6'-0"12'-0" 4'-1" 12'-9"60'-9"6'-0"10'-0" 9 0 ' - 3 " 8'-0"6'-0"8'-1"20'-0"1 1 ' - 8 "8'-0"AA E C B O O H H K J K J J K I LI 8'-0" M H 8'-0" D D D D I G F N P P Q R S S T Q Q V V 2 0 ' - 0 "9'-6"2 5 ' - 7 " 26'-0" W 10 9 a b c d 8 7 6 e f g h10 9 8 7 6 REVISIONS AND ISSUES 5 4 3 2 1 PREPARED FOR:PROJECT NO. SHEET NO.a b c d 5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYe DATE:1 EN GIN EERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil Engi neeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netf hKnow what'sbelow. before you dig.Call R gSection 1, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana W200371CARMEL, IN 46033AQW20037103/05/2020BSAQLAWRENCE W. INLOW PARKPHASE II IMPROVEMENTSRUSSELL L. WEBSTER II, PE No. 11900318 03/23/2021RUSSELLL.WEBST ER IIPROFESSIONA L E NGINEE RREG I S T ER E DIND I A N A PE11900318 STATE OF NO. C101LAYOUT PLANW S N E SITE PLAN: 1. THE CONTRACTOR(S) SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ELEVATIONS AND DIMENSIONS THROUGHOUT THE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES ARE FOUND TO EXIST BETWEEN THE CONSTRUCTION DOCUMENTS AND ACTUAL FIELD CONDITIONS, THE CONTRACTOR(S) MUST CONTACT THE PROJECT MANAGER IMMEDIATELY FOR INSTRUCTION BEFORE PROCEEDING. 2. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. SITE CONTRACTOR(S) SHALL MATCH EXISTING GRADE AND ALIGNMENT OF CURBS WHERE NEW CONSTRUCTION ABUTS EXISTING SITE CONDITIONS. 3. SITE CONTRACTOR(S) MUST PROVIDE AT THE CONTRACTOR'S EXPENSE, ALL NECESSARY VEHICULAR AND PEDESTRIAN CONTROL DEVICES. TEMPORARY VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL DEVICES AND METHODS USED DURING CONSTRUCTION MUST CONFORM WITH APPLICABLE FEDERAL, STATE, AND LOCAL STANDARDS. CONTRACTOR(S) MUST MEET MINIMAL REQUIREMENTS FOR EMERGENCY VEHICLE ACCESS ON SITE DURING CONSTRUCTION AS DETERMINED BY LOCAL AND/OR STATE CODES AND REGULATIONS. 4. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 5. EXPANSION JOINTS SHALL BE REQUIRED AT ALL CONDITIONS WHERE CONCRETE PAVEMENT IS DIRECTLY ADJACENT TO PROPOSED STRUCTURES. 6. ANY EXISTING VEGETATION ON OR ADJACENT TO THE PROJECT SITE THAT ARE DESIGNATED TO REMAIN SHALL BE PROTECTED FROM ANY AND ALL INJURY RESULTING FROM CONSTRUCTION TECHNIQUES AND/OR VEHICLES ON SITE. CONTRACTOR(S) MUST ESTABLISH A SUITABLE PERIMETER AROUND EACH SPECIMEN TO ENSURE THAT A PROPER ROOT ZONE IS MAINTAINED. FENCING MATERIAL USED TO DESIGNATE PLANT PROTECTION AREAS MUST BE CONSPICUOUS AND CLEARLY VISIBLE THROUGHOUT THE CONSTRUCTION SCHEDULE. EACH PROTECTION AREA SHALL CONTAIN PROPER SIGNAGE NOTIFYING WORKERS OF THE IMPORTANCE OF PREVENTING VEHICULAR TRAFFIC FROM ENTERING THE PROTECTED ROOT ZONE(S). 7. REMOVE ALL EXISTING TRASH, DEBRIS AND RUBBLE THROUGHOUT THE SITE BEFORE THE COMPLETION OF THE CONSTRUCTION SEQUENCE. DISPOSAL OF SUCH MATERIAL MUST BE DONE IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL LAWS AND REGULATIONS. THE CONTRACTOR(S) SHALL BE RESPONSIBLE FOR DAILY INSPECTIONS OF THE PROJECT SITE AND ADJACENT PROPERTY(S) TO DETECT AND REMOVE ANY MUD, GRAVEL, OR DEBRIS THAT HAVE BEEN TRACKED, DUMPED, SPILLED OR WIND-BLOWN ONTO AREAS ADJACENT TO PROJECT INCLUDING, BUT NOT LIMITED TO: RIGHTS-OF-WAY, PUBLIC OR PRIVATE STREETS, AND ROADS, DRIVEWAYS, YARDS AND/OR SIDEWALKS. 8. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY MODIFIED (ASTM D-1557) 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ADJUST ALL UTILITY COVERS, LIDS, AND ACCESS PANELS IN SUCH A MANNER AS TO BE FLUSH WITH THE WALKS AND CARE SHOULD BE TAKEN NOT TO DAMAGE THE UTILITY COVERS, LIDS AND ACCESS PANELS DURING CONSTRUCTION. NOTE: NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT THE PROPER STORMWATER POLLUTION PREVENTION MEASURES IN PLACE. PLEASE SEE SHEET C301 FOR STORMWATER POLLUTION PREVENTION MEASURES FOR PRE- CONSTRUCTION. NOTE: NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. BASE BID ASSUMES THAT THE OWNER WILL PURCHASE AND PROVIDE SHELTER STRUCTURES, BENCHES, TABLES, GRILLS, AND BIKE RACKS. 4" CONCRETE PAVING (DTL 9-11&12, C800) ARTIFICIAL TURF UNILOCK CONCRETE PAVER BAND PICKLEBALL COURT SURFACE (DTL 1&2, C201) UNILOCK CONCRETE PAVER LEGEND A B C D E 1 C804 F G H I J L M K Picnic Pavilion - PoligonShelter TBD or approved equal. Contractor to install and coordinate with owner. See C801 for masonry column detail. For Alternate #02 pricing contact: PlayPros, Shawn Bolinger, (615) 210-4132 shawn@playpros.com MDF - 1045 SMFA/SMFASS Provided through Most Dependable Fountains, or approved equal. 5705 Commander Drive Arlington, TX 38002 (901) 867-0039 ben@mostdependable.com MDF - SM ADA SHOWER Provided through Most Dependable Fountains, or approved equal. Provided contact above Concrete Pavement Park Entry Sign, including masonry pedestal. Restroom Building (See Architectural Plans) Poligon Cantilever Shade Structure 76' by 10' Owner Provided; Contractor shall install and coordinate with owner For Alternate #02 pricing contact: PlayPros, Shawn Bolinger, (615) 210-4132 shawn@playpros.com Austin Bench - With Back and Arms- Silver Metallic Seat, Support Color RAL3002 10 total. Owner provided. Contractor to install and coordinate with owner. For Alternate #02 pricing contact: Landscape Forms, Julie Barnard, (269) 337-1335 julieb@landscapeforms.com Pickleball Court Manufacturer: Douglas Premier Premier RD-36 Pickleball Post 3" OD, Green 36" Above Ground GS-24RD/ST Galvanized Steel Ground Sleeves, 24" Long for 3" OD Post JTN-30 Pickleball Net-36" High x 21'-9" Long Center Pipe Anchor Deluxe ACS Adjustable Center Strap Concrete curb 1 C800 PICKLEBALL COURT SURFACE (DTL 1&2, C201) PICKLEBALL COURT SURFACE (DTL 1&2, C201) Unilock Concrete Permeable Paver Unilock Concrete Permeable Paver Band N SYNTHETIC TURF - FOREVER LAWN PLAYGROUND GRASS ULTRA CONTACT: MELISSA GUFFEY, RECREATION INSITES. PHONE: 317-578-0588 2 C800 1 C802 3 C802 3 C801 O P Q R 5 C800 Bike Racks - Owner Provided; Contractor shall install and coordinate with owner. See 5/C800 Contractor to install owner provided grills, surface mount. Install owner provided tables (15.) Anova Beacon Hill Tables with Recycled Plastic slats. Eleven with four seats, Five with three seats. For Alternate #02 pricing contact: PlayPros, Shawn Bolinger, (615) 210-4132 shawn@playpros.com Recirculating Splash Pad System - See C803 for location and pipe routing Provided by Aquatix or approved equal. Contractor to purchase and install as part of base bid. Contact: PlayPros, Shawn Bolinger, (615) 210-4132 shawn@playpros.com Skyways Sail Shade Structure 39' by 39' Owner Provided; Contractor shall install and coordinate with owner For Alternate #02 pricing contact: PlayPros, Shawn Bolinger, (615) 210-4132 shawn@playpros.com 1 C802 3 C802 S Thermoplastic Arrows 1 C801 T ADA Accessible Parking Sign 7 C800 U Disc Golf Signage Contractor to provide 10 posts (2" Square black steel posts) and install owner purchased signage throughout 9 hole disc golf course. CURB RADII AND SHELTER DIMENSION 03/22/2021 MRK1 8 C800 V 6" FLUSH CURB 15 C800 1 1 1 1 CONSTRUCTION LIMITS 2 CONSTRUCTION LIMITS 2 LIMITS OF DISTURBANCE CLARIFICATION 04/16/2021 AMQ22 DRIVE AISLE/PARKING DIMENSIONS PER UDO REQ. 04/16/2021 AMQ2NOTE: ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGES ACROSS THE FRONTAGE OF THIS DEVELOPMENT ARE INDICATED ON THE PLANS. PROVISIONS HAVE BEEN MADE TO IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES AS NECESSARY OR AS REQUESTED BY THE CITY TO ACCOMMODATE THE PAVEMENT WIDENING, AUXILIARY LANES, MULTI-USE PATH, OR ANY OTHER REQUIRED IMPROVEMENTS TO THE PROPERTY OR THE ROADWAY. THE COST TO IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES OR BRIDGES WILL BE BORNE BY THE DEVELOPER. NOTE: ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY.2 W TRANSVERSE MARKINGS AND DETECTABLE WARNING SURFACES PER CITY OF CARMEL STANDARDS 2 2 3 REVISED LIMITS OF DISTURBANCE306/17/21