HomeMy WebLinkAboutAP-2023-010 Wendy's - ZBA Site Plan SetLOCUSWENDY'S REDEVELOPMENT715 WEST MAIN STREETHYANNIS, MASSACHUSETTSDECEMBER 5, 2022REVISED:1TITLE SHEET2EXISTING CONDITIONS PLAN3LAYOUT & MATERIALS PLAN4GRADING, DRAINAGE,& UTILITY PLAN5VEHICLE CIRCULATION PLAN6-7DETAIL SHEETSBOTSINI CORPORATION450 STATION AVENUESOUTH YARMOUTH, MA 02664LOCUS MAPINDEX OF DRAWINGS349 Main Street - Route 28W. Yarmouth, Massachusetts02673508 778 8919ZONING SUMMARY: (Barnstable, MA)DIMENSIONAL REQUIREMENTS:PARKING REQUIREMENTS:MARCH 30, 2023
PUBLIC - 50' WIDEPINE STREETOHWPUBLIC -- 80' WIDEWEST MAIN STREETGGGGOHWOHWOHW349 Main Street - Route 28West Yarmouth, Massachusetts02673508 778 8919INWENDY'SREDEVELOPMENT715 WEST MAIN STREETHYANNISMASSACHUSETTS(BARNSTABLE COUNTY)LAYOUT & MATERIALSPLANDECEMBER 5, 2022
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DDD349 Main Street - Route 28West Yarmouth, Massachusetts02673508 778 8919INWENDY'SREDEVELOPMENT715 WEST MAIN STREETHYANNISMASSACHUSETTS(BARNSTABLE COUNTY)GRADING, DRAINAGE, & UTILITY PLANDECEMBER 5, 2022
PUBLIC - 50' WIDEPINE STREETOHWPUBLIC -- 80' WIDEWEST MAIN STREETGGGGOHWOHWOHW349 Main Street - Route 28West Yarmouth, Massachusetts02673508 778 8919INWENDY'SREDEVELOPMENT715 WEST MAIN STREETHYANNISMASSACHUSETTS(BARNSTABLE COUNTY)VEHICLE CIRCULATIONPLANDECEMBER 5, 2022
8.3' [2.53m] MAX.COVER DEPTH78.0" [1982 mm]87.0" [2211 mm] MIN.CENTER TO CENTER12.0" [305 mm] MIN.CULTEC RECHARGER 902HDHEAVY DUTY CHAMBERMIN. 95% COMPACTED FILLOR GRANULAR SUB-BASECULTEC HVLV FC-48 FEED CONNECTORWHERE SPECIFIED1-2 INCH [25-50mm] WASHED, CRUSHED STONESURROUNDING CHAMBERSPAVEMENT OR FINISHED GRADE9.0" [229 mm] MIN.48.0" [1219 mm]12.0" [305 mm] MIN.12.0" [305 mm] MIN. FOR PAVED18.0" [457mm] MIN. FOR UNPAVEDCULTEC NO. 410 NON-WOVEN GEOTEXTILEAROUND STONE. TOP AND SIDES MANDATORY,BOTTOM PER ENGINEER'S DESIGN PREFERENCECULTEC NO. 4800 WOVEN GEOTEXTILE TO BE PLACED BENEATH INTERNAL MANIFOLDFEATURE AND BENEATH ALL INLET/OUTLET PIPES (FOR SCOUR PROTECTION)PROJECT ENGINEER OF RECORD OR GEOTECHNICAL CONSULTANT IS RESPONSIBLE FORENSURING THAT THE REQUIRED BEARING CAPACITY OF SUB-GRADE SOILS HAS BEEN MET9.0" [229 mm] MIN.NOTES:1.THE CHAMBERS SHALL BE DESIGNED AND TESTED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATERCOLLECTION CHAMBERS." THE LOAD CONFIGURATION SHALL INCLUDE:1.a.INSTANTANEOUS AASHTO DESIGN TRUCK LIVE LOAD AT MINIMUM COVER1.b.MAXIMUM PERMANENT (50-YEAR) COVER LOAD1.c.1-WEEK PARKED AASHTO DESIGN TRUCK LOAD2.THE CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F3430-20 "STANDARD SPECIFICATION FOR CELLULAR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS"3.THE INSTALLED CHAMBER SYSTEM SHALL PROVIDE RESISTANCE TO THE LOADS AND LOAD FACTORS AS DEFINED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS SECTION 12.12, WHEN INSTALLEDACCORDING TO CULTEC'S RECOMMENDED INSTALLATION INSTRUCTIONS. THE STRUCTURAL DESIGN OF THE CHAMBERS SHALL INCLUDE THE FOLLOWING:3.a.THE CREEP MODULUS SHALL BE 50-YEAR AS SPECIFIED IN ASTM F34303.b.THE MINIMUM SAFETY FACTOR FOR LIVE LOADS SHALL BE 1.753.c.THE MINIMUM SAFETY FACTOR FOR DEAD LOADS SHALL BE 1.95349 Main Street - Route 28West Yarmouth, Massachusetts02673508 778 8919INWENDY'SREDEVELOPMENT715 WEST MAIN STREETHYANNISMASSACHUSETTS(BARNSTABLE COUNTY)DETAIL SHEET IDECEMBER 5, 2022
349 Main Street - Route 28West Yarmouth, Massachusetts02673508 778 8919INWENDY'SREDEVELOPMENT715 WEST MAIN STREETHYANNISMASSACHUSETTS(BARNSTABLE COUNTY)DETAIL SHEET IIDECEMBER 5, 2022ONEWAYSTOP