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HomeMy WebLinkAbout053 - C4.0 - GRADING & DRAINAGE PLANSSSSWWWWWWWWWWWWWWSDSDSDSDSDSDSDSDSDSDSDSDSDSDOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHESDSD STUCKY RD(48' WIDTH - 90' ROW)WWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSOHEOHEOHEOHEOHEOHEOHEOHEFOPT FOPTCOMMCOMMCOMMCOMMWWWWW W W W W W W W W W W W WSSSSSSUGE UGEUGEGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASUGEUGESSSSCOMMCOMMCOMMCOMMCOMMCOMMCOMMUGEFOPTFOPTFOPTFOPTFOPTFOPTFOPTFOPTFOPTFOPTFOPTFOPTFOPTFOPTFOPTFOPTFOPTEEEEECCC SSW W W W W SS SS SS SS SS SSSTATE ST(35' WIDTH - 60' ROW)SDSDSDSDSDSS SS SS SS SS SD SD STUCKY RD(48' WIDTH - 90' ROW)SDSDSDSOUTH 17TH AVES 19TH AVE(ROW WIDTH VARIES)S 19TH AVE(ROW WIDTH VARIES)SSSSSSSSW W W W W W W W SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SDSDSDSDWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWSSSSSSSSWWWWWSSSSSSSSSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDW WWWWWWW SOUTH 17TH AVE(47' WIDTH - 70' ROW)SDSDSDSDSD >>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>> >> SD SD SD SD SD SD SD SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SDSD SDSDSDSDSDSDSDSDSDSD SD SD SD SDSDSDSDSD SD SD SD SDSDSDSDSD SD SD SD SDSDSDSDSDSDSDSDSD SD SD SD SD SDSDSD SDSDCOVERED PARKING STRUCTUREAISLE "5"AISLE "4"AISLE "2"AISLE "3"AISLE "1"SOUTH 18TH AVE.AISLE "A"AISLE "B"AISLE "C"AISLE "D"AISLE "E"BLDG. - ABLDG. - BBLDG. - CBLDG. - DBLDG. - EBLDG. - FBLDG. - GBLDG. - HBLDG. - PBLDG. -OBLDG. - NBLDG. - MBLDG. - LBLDG. - KBLDG. - JBLDG. - IBLDG. - QBLDG. - RBLDG. - TBLDG. - SBLDG. - UAPARTMENTBLDG.C4.0GRADING &DRAINAGE PLAN1 3/9/2022 CONCEPT SUBMITTAL ZWL CDP 2 7/1/2022 SITE PLAN SUBMITTAL ZWL CDP 3 9/14/2022 SITE PLAN RESUBMITTAL ZWL CDP PROFESSIONALENGINEERS &SURVEYORSSTAHLYENGINEERING& ASSOCIATESSUD PH3 BLOCK 2 WENTWORTH PROPERTY COMPANY GRADING NOTES:1.FINISHED GRADE CONTOURS ARE AT PAVEMENT GRADE.2.FINISHED GRADE CONTOUR INTERVAL IS 0.25'.3.SLOPE SIDEWALKS TO TOP BACK OF CURB AT 1.5% (TYP, 1% MIN, 2% MAX). WARP SIDEWALKGRADES TO BE LEVEL AT BUILDING ENTRANCES.4.ACCESSIBLE ROUTES (GENERALLY SIDEWALK AND MAIN BUILDING ACCESSES) TO COMPLYWITH ADA REQUIREMENTS.5.LANDSCAPED AREAS TO HAVE A SLOPE NO GREATER THAN 4h:1v.6.ENSURE THE WALKS ALONG THE ACCESSIBLE ROUTE HAVE A RUNNING SLOPE OF 1:20 OR 5%MAXIMUM (EXCEPT AT THE CURB RAMPS, WHICH CAN BE UP TO 1:12 OR 8.33%) AND A CROSSSLOPE OF 1:48 OR 2% MAXIMUM. THIS INCLUDES AT THE CROSSING OF DRIVE LANES.7.WHERE THE ACCESSIBLE ROUTES INTERSECT, A 48"X48" LEVEL "LANDING" THAT HAS ASLOPE OF 2% MAXIMUM IN ANY DIRECTION IS REQUIRED.8.ENSURE THE MANEUVERING CLEARANCES AT THE EXTERIOR SIDE OF ALL ENTRY DOORSAND AT BOTH SIDES OF GATES HAVE A SLOPE OF 1:48 OR 2% MAXIMUM IN ANY DIRECTION,AND A 1/2" MAXIMUM OVERALL CHANGE IN LEVEL AT THE THRESHOLDS.9.ENSURE A 30" X 48" CLEAR FLOOR SPACE (CFS) IS PROVIDED ADJACENT TO THE EXTERIORSITE ELEMENTS SUCH AS BENCHES, TRASH CANS, AND BIKE RACKS, AND HAVE A SLOPE OF1:48 OR 2% MAXIMUM IN ANY DIRECTION.10.SLOPE LANDSCAPED AREAS AWAY FROM BUILDING AT 5% MIN, 10% MAX GRADE FOR ADISTANCE OF 10 FEET.11.MAINTAIN POSITIVE DRAINAGE TO CURB INLETS. SLOPE ASPHALT TO NEW CURB AT 1% MIN,4% MAX.THIS SITE HAS BEEN DESIGNED IN COMPLIANCEWITH THE STANDARDS OF THE AMERICANS WITHDISABILITIES ACT (ADA) AS CERTIFIED BY THEENGINEER OF RECORD, STAHLY ENGINEERING.ZACH LOWE, PECERTIFIED BY