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HomeMy WebLinkAboutPlansREF GGGGGGEEE E E E E E E W WWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W S S S S S S S S S S PROPOSED BUILDING 36'x71' 100' - 0" = 5787' - 6 5/16" (E) BLDG (E) BLDG (E) GRAVEL DRIVEWAY PROPERTY LINE (E) CREEK CANYON CREEK ROAD 1/4"/1'-0"1/4"/1'-0"1/4"/1'-0"1/4"/1'-0" 1/ 4 " / 1 ' - 0 " 1/ 4 " / 1 ' - 0 " 1/4"/1'-0"1/4"/1'-0"1/4"/1'-0"1/4"/1'-0" SUB-GRADE STORMWATER CONVEYANCE AREA DRAIN, TYP OF (3) 1/ 4 " / 1 ' - 0 " 1/ 4 " / 1 ' - 0 " 7.4% 7.4% 8.4%8.1 % 100' - 0" 110' - 0 3/4" 1/4"/1'-0"1/4"/1'-0"1/4"/1'-0"1/4"/1'-0" R15' - 0" (E) CONTOUR LINE TO BE REGRADED, TYP (E) CONTOUR LINE TO REMAIN, TYP APPROXIMATE LOCATION OF (E) POWER POLE APPROXIMATE LOCATION OF (E) OVERHEAD POWERLINE 15' SETBACK FROM POWER POLE TO ANY COMPONENT OF OWTS SYSTEM 10 ' - 0 " 10' SETBACK FROM OVERHEAD POWER LINE TO OWTS TREATMENT AREA AT UPHILL SIDE OF ALL RETAINING WALLS, PROVIDE PERFORATED PIPE PERMIETER DRAIN SLOPING FROM HIGH POINT AT MIDDLE OF RETAINING WALL LENGTH TO LOW POINTS AT ENDS OF RETAINING WALLS. DAYLIGHT ALL DRAINS AT DOWNHILL SIDE OF LOWEST-ELEVATION SITE RETAINING WALL SIDE YARD SETBA C K 15' - 0" FR O N T Y A R D S E T B A C K 25 ' - 0 " APPROXIMATE HIGH WATER LINE A P P R O X I M A T E H I G H W A T E R S E T B A C K 3 5 ' - 0 " (E) WELL (N) UNDERGROUND WATER LINE FROM (E) WELL TO PROPOSED BUILDING (N) BURIED PROPANE TANK(N) UNDERGROUND PROPANE LINESEPTIC PIPE CLEANOUT WITH VEHICLE-TRAFFIC RATED LID SEPTIC TANK WITH VEHICLE- TRAFFIC RATED LID(S) NEW UNDERGROUND ELECTRIC LINE FROM BOTTOM OF EXISTING POWER POLE TO PANEL AT PROPOSED BUILDING OWTS TREATMENT AREA, RE F O W T S R E P O R T 16 " DIAMETER CULVERT CATCHMENT BASIN 5795 5800 5785 5780 5775 5770 5765 5760 5755 5750 6.4% 4' MAX TALL RETAINING WALL, TYP T.O. WALL = 101' - 3 7/8" B.O. WALL = 97' - 3 25/32" T.O. WALL = 102' - 4 1/2" B.O. WALL = 98' - 4 13/32" T.O. WALL = 103' - 9 29/32" B.O. WALL = 99' - 9 25/32" T.O. WALL = 104' - 8 5/32" B.O. WALL = 100' - 8 1/16"T.O. WALL = 92' - 0" TYP T.O. WALL = 96' - 0" TYP T.O. WALL = 100' - 0" TYP T.O. WALL = 96' - 2 25/32" B.O. WALL = 92' - 2 11/16" T.O. WALL = 99' - 9 5/8" B.O. WALL = 95' - 9 17/32" T.O. WALL = 98' - 4" B.O. WALL = 94' - 3 29/32" T.O. WALL = 97' - 1 13/16" B.O. WALL = 93' - 1 23/32" T.O. WALL = 108' - 0" B.O. WALL = 104' - 0" T.O. WALL = 104' - 0" B.O. WALL = 100' - 0" (N) CONTOUR LINE, TYP 100' - 0" TRENCH DRAIN, SLOPE DOWN AT 1/4"/12" FROM 100'-0" ELEVATION 7' - 0 " 5' - 0 " 5' - 0 " 62 8 O A K S T R E E T ST E A M B O A T S P R I N G S , C O 8 0 4 8 7 SC O T T @ S P R O U T A E C . C O M 97 0 . 7 5 9 . 3 7 4 5 7.10.2026 PERMIT SET DATE DESCRIPTION# © 2026 sprout aec, llc C001 CI V I L S I T E P L A N HU D D L E S T O N 84 0 C O U N T Y R O A D 1 3 7 GL E N W O O D S P R I N G S , C O 8 1 6 0 1 N 1" = 20'-0"3CIVIL SITE PLAN