HomeMy WebLinkAbout222_C4-0_GRADING_AND_DRAINAGE_PLANSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD SOUTH 17TH AVE(47' WIDTH - 70' ROW)SDSTUCKY RD(48' WIDTH - 90' ROW)
ARNOLD ST
(35' WIDTH - 70' ROW)
SD STORM BASINWW SOUTH 18TH AVESTUDENT DRIVES 19TH AVE(ROW WIDTH VARIES)UNIT1(A-D)UNIT2(A-B)UNIT3UNIT 4(A-B)UNIT 5(A-D)UNIT 6(A-D)UNIT 7(A-B)UNIT 8(A-D)UNIT 9(A-B)UNIT 10(A-B)UNIT10CUNIT11UNIT12UNIT13(A-B)UNIT14UNIT15UNIT 16(A-B)UNIT16CUNIT18(A-B)UNIT17UNIT19UNIT20 (A-B)UNIT22UNIT21 (A-B)UNIT24 (A-B)UNIT23 (A-B)UNIT25 (A-C)CH-LCH-PCH-FUNIT26(A-D)UNIT27(A-E)UNIT28 (A-B)UNIT29(A-B)UNIT30 (A-F)UNIT31 (A-B)UNIT32 (A-C)UNIT33 (A-F)UNIT34 (A-F)UNIT35 (A-C)UNIT36UNIT37UNIT38 (A-D)UNIT39 (A-F)UNIT40 (A-D)UNIT41UNIT42UNIT44 (A-B)UNIT43 (A-D)UNIT46 (A-B)UNIT45 (A-D)UNIT48 (A-C)UNIT47 (A-F)UNIT49 (A-D)UNIT80(A-B)UNIT81(A-B)UNIT82(A-B)UNIT83(A-B)UNIT84(A-B)UNIT86(A-B)UNIT87(A-B)UNIT89(A-B)UNIT91(A-B)UNIT93(A-B)UNIT94(A-B)UNIT96(A-B)UNIT98(A-B)UNIT99(A-B)UNIT101(A-B)UNIT102(A-B)UNIT103(A-B)UNIT104(A-B)UNIT105(A-B)UNIT100(A-B)UNIT97(A-B)UNIT95(A-B)UNIT92(A-B)UNIT90(A-B)UNIT88(A-B)UNIT85(A-B)UNIT106 (A-B)UNIT107(A-B)UNIT108(A-B)UNIT109 (A-B)UNIT110 (A-B)UNIT111 (A-B)UNIT112 (A-B)UNIT54 (A-B)UNIT53 (A-B)UNIT55 (A-B)UNIT56 (A-B)UNIT57 (A-B)UNIT58 (A-B)UNIT59 (A-B)UNIT60 (A-B)UNIT61 (A-B)UNIT67 (A-B)UNIT69 (A-B)UNIT66 (A-B)UNIT72 (A-B)UNIT75 (A-B)UNIT78 (A-B)UNIT51 (A-B)UNIT50 (A-B)UNIT77 (A-B)UNIT52(A-B)UNIT62(A-B)UNIT63(A-B)UNIT64(A-B)UNIT79UNIT76UNIT74UNIT73UNIT71UNIT70UNIT68UNIT65COVEREDPARKING (12)COVEREDPARKING (12)COVEREDPARKING(10)COVEREDPARKING (14)COVEREDPARKING (16)COVEREDPARKING (16)COVEREDPARKING (18)COVEREDPARKING (16)COVEREDPARKING (20)COVEREDPARKING (18)COVEREDPARKING(10)COVEREDPARKING (12)COVEREDPARKING(10)COVEREDPARKING (12)W SOUTH 18TH AVESTUDENT DRIVE
SOUTH 17TH AVEARNOLD STS 19TH AVESTUCKY RD
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>MAIL DROP-OFFWC4.0GRADING ANDDRAINAGE PLAN1 12/2/2021 DRAFT CONCEPT PLAN
2 1/27/2022 COB CONCEPT SUBMITTAL ZWL CDP
3 10/3/2022 SITE PLAN SUBMITTAL ZWL CDP
4 7/14/2023 SITE PLAN RC ZWL CDP
5 11/29/2023 SITE PLAN RC 2 ZWL CDP PROFESSIONALENGINEERS &SURVEYORSSTAHLYENGINEERING& ASSOCIATESTHE COTTAGES AT
BOZEMAN
CAPSTONE COLLEGIATE
COMMUNITIES LLC 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). WARPSIDEWALK GRADES TO BE LEVEL AT BUILDING ENTRANCES.4.ACCESSIBLE ROUTES (GENERALLY SIDEWALK AND MAIN BUILDING ACCESSES)TO COMPLY WITH 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 SLOPEOF 1:20 OR 5% MAXIMUM (EXCEPT AT THE CURB RAMPS, WHICH CAN BE UP TO1:12 OR 8.33%) AND A CROSS SLOPE OF 1:48 OR 2% MAXIMUM. THIS INCLUDES ATTHE CROSSING OF DRIVE LANES.7.WHERE THE ACCESSIBLE ROUTES INTERSECT, A 48"X48" LEVEL "LANDING" THATHAS A SLOPE OF 2% MAXIMUM IN ANY DIRECTION IS REQUIRED.8.ENSURE THE MANEUVERING CLEARANCES AT THE EXTERIOR SIDE OF ALL ENTRYDOORS AND AT BOTH SIDES OF GATES HAVE A SLOPE OF 1:48 OR 2% MAXIMUM INANY DIRECTION, AND A 1/2" MAXIMUM OVERALL CHANGE IN LEVEL AT THETHRESHOLDS.9.ENSURE A 30" X 48" CLEAR FLOOR SPACE (CFS) IS PROVIDED ADJACENT TO THEEXTERIOR SITE ELEMENTS SUCH AS BENCHES, TRASH CANS, AND BIKE RACKS,AND HAVE A SLOPE OF 1:48 OR 2% MAXIMUM IN ANY DIRECTION.10.SLOPE LANDSCAPED AREAS AWAY FROM BUILDING AT 5% MIN, 10% MAX GRADEFOR A DISTANCE OF 10 FEET.11.MAINTAIN POSITIVE DRAINAGE TO CURB INLETS. SLOPE ASPHALT TO NEW CURBAT 1% MIN, 4% MAX.THIS SITE HAS BEEN DESIGNED IN COMPLIANCE WITH THESTANDARDS OF THE AMERICANS WITH DISABILITIES ACT (ADA)AS CERTIFIED BY THE ENGINEER OF RECORD, STAHLYENGINEERING.ZACH LOWE, PECERTIFIED BYGRADING NOTES: