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CROWNE ON TIMBERLINE - PDP - PDP130009 - PLANS - UTILITY PLANS (24)
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 5 2 PROPERTY BOUNDARY/ PROP ROW PROPERTY BOUNDARY/ PROP ROAD CL PROP 8' CONC CROSSPAN PROP 6' CONC CROSSPAN PAVE ACCESS DRIVE IN PORTLAND CEMENT TO ROW PROP ROW PAVE ACCESS DRIVE IN PORTLAND CEMENT TO ROW PROPERTY BOUNDARY/ EX ROW PROP LOD (TYP) PROP LOD (TYP) PROP LOD (TYP) PROP LOD (TYP) PROP LOD (TYP) PROP DRY-STACKED SANDSTONE WALL (TYP) PROP DRY- STACKED SANDSTONE WALL (TYP) CORONA DRIVE BUCHSTANE PLACE ROSEN DRIVE PRAIRIE HILL DRIVE PROP 2' CURB CUT W/ CHASE & SW CULVERT PROP 2' CURB CUT W/ CHASE & SW CULVERT 24" RCP 24" RCP 24" RCP 15" RCP PROP 2' CURB CUT PROP 16' WIDE PRIVATE ASPHALT DRIVE (20' WIDE AT ENTRANCE OFF OF PUBLIC ROADWAY) 10' PRIVATE IRRG. ESMT. PROP DRY-STACKED SANDSTONE WALL (TYP) WILLINE WAY PROP 2' CURB CUT W/ NORTH AMERICAN GREEN C350 PROP 5' CURB CUT W/ SW CULVERT & NORTH AMERICAN GREEN C350 PROP 2' CURB CUT W/ CHASE PROP 2' CURB CUT W/ CHASE PROP 2' CURB CUT W/ CHASE PROP 2' SW CULVERT PROP 2' SW CULVERT PROP 2' SW CULVERT PROP 2' CURB CUT W/ SW CULVERT PROP 10' TYPE R INLET PROP 5' TYPE R INLET PROP WQCV/ DETENTION POND OUTLET STRUCTURE PROP 2' CURB CUT PROP 5' TYPE R INLET PROP NEENAH R-2580-A AREA INLET 24" RCP PROP 2' CURB CUT W/ SW CULVERT 18" RCP 18" RCP 18" RCP PROP 10' TYPE R INLETS FF = 49.20 FF = 53.00 FF = 53.00 FF = 56.00 FF = 56.00 FF = 56.00 FF = 56.00 FF = 56.00 FF = 51.50 FF = 53.00 FF = 53.00 FF = 49.20 FF = 49.20 FF = 56.00 FF = 49.00 TF = 47.67 TF = 46.75 TF = 46.75 TF = 47.67 TF = 47.67 TF = 47.67 TF = 48.90 TF = 49.10 TF = 46.75 TF = 46.75 TF = 46.75 TF = 46.75 TF = 46.75 TF = 46.75 TF = 46.75 PROP OVERFLOW WEIR PROP SOFT PAN (TYP FOR ALL SWALES- SEE DETAIL SHEET 20) RED WILLOW DR 18" RCP PROP 2" MILL & OVERLAY ASPHALT SECTION (TYP), TO BE COMPLETED AFTER SANITARY IMPROVEMENTS ARE COMPLETED 24" RCP 24" RCP F O S S I L C R E E K C I R C L E PROP WETLAND PRE- SEDIMENTATION BASIN PROP WETLAND PRE- SEDIMENTATION BASIN (TYP) FF = 53.00 PROP AREA INLET PROP AREA INLET TOW = 46.00 TOW = 46.50 BOW = 44.00 BOW = 43.00 TOW = 46.50 BOW = 42.75 TOW = 45.40 BOW = 42.75 TOW = 45.40 BOW = 43.00 TOW = 45.40 BOW = 43.00 TOW = 45.40 BOW = 43.00 TOW = 45.40 BOW = 43.00 TOW = 44.80 BOW = 44.00 TOW = 46.00 BOW = 45.30 TOW = 47.50 BOW = 46.00 TOW = 47.50 BOW = 47.00 TOW = 47.50 BOW = 43.30 TOW = 44.80 BOW = 44.00 TOW = 45.00 BOW = 42.50 TOW = 54.50 BOW = 51.50 TOW = 54.00 BOW = 53.00 TOW = 54.00 BOW = 53.20 TOW = 54.80 BOW = 53.10 PROP UTIL ESMT. BY SEPARATE DOCUMENT: RECEPTION NO: _____________________ PROP UTIL ESMT. BY SEPARATE DOCUMENT: RECEPTION NO: _____________________ PROP TEMP CONSTR. & GRADING ESMT. BY SEPARATE DOCUMENT: RECEPTION NO: _____________________ PROP TEMP CONSTR. & GRADING ESMT. BY SEPARATE DOCUMENT: RECEPTION NO: _____________________ 18" RCP PROP 5' TYPE R INLET 54.41 54.70 52.51 51.12 53.33 48.32 SHEET No: CROWNE ON TIMBERLINE FORT COLLINS, COLORADO PROJECT/ LOCATION: DRAWING: OF 20 CHECKED BY: DESIGNED BY: DRAWN BY: REV. # DESCRIPTION OF REVISION: DATE: REVISED BY: APPROVED BY: 1 2 3 4 5 6 7 PRELIMINARY NOT FOR CONSTRUCTION project no: 501-001 date: 05/15/13 GRADING PLAN (WEST) C-008 J.Gooch J.Gooch J.Gooch 8 0' 40' 80' SCALE: 1" = 40' ASPEN FOR THE MARKING OF UNDERGROUND BEFORE YOU DIG, GRADE, OR EXCAVATE CALL 2 BUSINESS DAYS IN ADVANCE CENTER OF COLORADO CALL UTILITY NOTIFICATION MEMBER UTILITIES. UTILITY PLAN APPROVAL City of Fort Collins, Colorado LEGEND: NOTES: