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Home My WebLink AboutCROWNE ON TIMBERLINE - PDP - PDP130009 - PLANS - UTILITY PLANS (38)1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 76.0' 36.0' 57.0' 28.5' 28.5' 6.0' 6.0' PROPERTY BOUNDARY/ PROP ROW PROPERTY BOUNDARY/ PROP ROW PROPERTY BOUNDARY/ EX ROW EX SECTION LINE EX ROW 57.5' EX ROW PROP ROW EX ROW PROP ROW 115.0' PROPERTY BOUNDARY/ EX ROW 57.5' 6.0' 10.0' 41.5' 41.5' 6.0' 10.0' 115.0' 30.0' 24.0' 24.0' 24.0' 24.0' FUT 5.0' CONC SW PROP ROW PROP ROW PROPERTY BOUNDARY/ PROP ROAD CL BEGIN PROP C&G BEGIN CONC SW EX FL EX BOW EX BOW 32.5' LONG FL TRANSITION FROM 34.4' TO 50.0' WIDTH PROP 8' CONC CROSSPAN PROP 6' CONC CROSSPAN PAVE ACCESS DRIVE IN PORTLAND CEMENT TO ROW PROP 6' PRIVATE IRRIGATION ESMT. PROP HANDICAP RAMP PROP ROW PROP 16' WIDE PRIVATE ASPHALT DRIVE (20' WIDE AT ENTRANCE OFF OF PUBLIC ROADWAY) 16.0' 20.0' 190.4' FUT 5.0' CONC SW PAVE ACCESS DRIVE IN PORTLAND CEMENT TO ROW PAVE ACCESS DRIVE IN PORTLAND CEMENT TO ROW 24.0' 10.4' 5.0' 28.0' 17.0' 24.0' 17.0' 6.0' 6.0' EX SECTION LINE BEGIN 4.5' CONC SW/ MATCH EX SW PROP HANDICAP RAMP BEGIN ROLLOVER C&G/ MATCH EX C&G END ROLLOVER C&G/ MATCH EX C&G PROP 2" MILL & OVERLAY ASPHALT SECTION (TYP), TO BE COMPLETED AFTER SANITARY IMPROVEMENTS ARE COMPLETED 6.0' 5.0' 6.0' 24.0' PROP GORE AREA 208.7' FUT BACK OF SIDEWALK (ULTIMATE CONDITION) 8 8 8 8 9 3 11 11 11 11 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 8 8 8 8 7 7 CHANNELIZING LINE WHITE 8" WIDE, SKIPPED-STRIPE FOR TRANSITION ZONE INSTALL "PRIVATE PROPERTY" SIGN 6 1 1 5 5 5 PROP 6' CONC CROSSPAN 2 EX ROW R3' R3' R3' R15' PROPERTY BOUNDARY/ EX ROW PROPERTY BOUNDARY/ EX ROW 5.0' 9 C-005 6 C-005 8 C-005 2 C-005 3 C-005 4 C-005 5 C-005 7 C-005 10' PRIVATE IRRG. ESMT. 6' PRIVATE IRRG. ESMT. PROPERTY BOUNDARY/ EX ROW N 9336.38 E 11424.96 N 9991.08 E 11430.20 N 9986.12 E 12225.95 N 9983.47 E 12647.78 N 9326.87 E 12612.49 N 9327.90 E 12484.25 8.0' PROP LOD (TYP) PROP LOD (TYP) PROP LOD (TYP) PROP LOD (TYP) PROP LOD (TYP) PROP LOD (TYP) PROP LOD (TYP) PROP LOD (TYP) 24.0' 24' EMERGENCY ACCESS ESMT 30' EMERGENCY ACCESS ESMT 24' EMERGENCY ACCESS ESMT 30' EMERGENCY ACCESS ESMT 24' EMERGENCY ACCESS ESMT 24' EMERGENCY ACCESS ESMT 24' EMERGENCY ACCESS ESMT 30' EMERGENCY ACCESS ESMT 24' EMERGENCY ACCESS ESMT 24' EMERGENCY ACCESS ESMT 24' EMERGENCY ACCESS ESMT 28.0' 34.4' 55.1' 38.0' 38.0' 28' EMERGENCY ACCESS ESMT PAVE ACCESS DRIVE IN PORTLAND CEMENT TO ROW EX EDGE OF ASPHALT 57.5' 30.0' PROP SAW CUT/ MIL LINE/ BEGIN NEW ASPHALT EX EDGE OF ASPHALT 30.0' EX EDGE OF ASPHALT/ BEGIN NEW PAVEMENT EX STRIPING TO REMAIN 7.2' PROPERTY BOUNDARY PROP C&G (ULTIMATE CONDITION) 13 13 FUT 4.5' CONC SW PROP LOD 5.0' 24' EMERGENCY ACCESS ESMT 24' EMERGENCY ACCESS ESMT PROP DRY-STACKED SANDSTONE WALL (TYP) PROP DRY- STACKED SANDSTONE WALL (TYP) PROP DRY- STACKED SANDSTONE WALL (TYP) CORONA DRIVE RED WILLOW DR WILLINE WAY NIMMIE DRIVE BUCHSTANE PLACE ROSEN DRIVE PRAIRIE HILL DRIVE TIMBERLINE ROAD WHITE WILLOW DR R3.0' R15' R15' 5.0' 23.0' 23.0' 5.0' R3.0' R15' R15' R3' R10' R10' R3' 24.0' 6.0' 17' 17.0' 6.0' 23.0' 17.0' R3' 8.0' 23.0' 23.0' R3' 8.0' R10' R10' R2' R3' 24.0' 5.0' R3' 17.0' 17.0' 24.0' R3' R10' R3' 24.0' R3' R3' R10' R10' 17.0' 23.0' R10' R15' R2' 6.0' R3' R10' R10' R3' 10.4' 6.0' 23.0' 24.0' R25' 5.0' 5.0' 24.0' R3' R25' 5.0' R10' 5.5' 6.0' R3' R3' R10' 17.0' 24.0' R3' R10' R10' 24.0' 5.0' R3' 5.0' 17' R3' R10' R3' 24.0' R3' R15' R3' 28.0' 17.0' 5.5' R20' R20' 50.0' 32.5' BEGIN PROP C&G 5.0' 8.0' 50.0' 5.0' 8.0' 6.0' 17.0' R3.0' 5.0' 5.0' R10' R10' R10' R10' R100' R100' 24.0' 33.7' 5.0' 5.0' R3' 23.0' 17.0' 17.0' 17.0' 17.0' 24.0' 5.5' 5.5' R25' R3' R3' R3' 23.0' 10.4' R3' R15' 24.0' R15' 17.0' 30.0' R3' 5.0' 17.0' 23.0' 8.0' 5.5' 6.0' 17.0' 30.0' 6.0' R15' R25' R5' R10' R3' R10' R10' R3' R3' 17.0' 17.0' R10' R10' R10' R3' R15' R25' R3' R10' R3' R3' R3' R10' R3' 17.0' R10' R15' R3' R3' R2.5' R2.5' R3' 8.0' 10.5' 5.0' R3' R10' R3' 5.0' R15' R15' R15' 21.6' R3' R19' R1' R3' 17.0' 17.0' 6.0' R5' R5' 4.5' 5.0' 4.5' 4.5' R15' R20' R20' 5.0' 5.0' 5.0' 5.0' F O SS I L C R E E K C I R C L E BEGIN 4.5' CONC SW/ MATCH EX SW 6.0' PROP UTIL ESMT. BY SEPARATE DOCUMENT: RECEPTION NO: _____________________ PROP TEMP CONSTR. & GRADING ESMT. BY SEPARATE DOCUMENT: RECEPTION NO: _____________________ PROP UTIL ESMT. BY SEPARATE DOCUMENT: RECEPTION NO: _____________________ 6 7 1 1 1 1 7 PROP GORE AREA 7 7 6 7 6 1 MATCH EX STRIPING/ BEGIN PROP STRIPING EX STRIPING TO REMAIN PROP SAW CUT/ MIL LINE/ BEGIN NEW ASPHALT PROP SAW CUT/ MIL LINE/ BEGIN NEW ASPHALT PROP SAW CUT/ MIL LINE/ BEGIN NEW ASPHALT PROP SAW CUT/ MIL LINE/ BEGIN NEW ASPHALT EX EDGE OF ASPHALT EX EDGE OF ASPHALT END PROP 2' ASPHALT SHOULDER/ BEGIN C&G 4 PROP GORE AREA PROP GORE AREA PROP GORE AREA 272.6' R50' 7 PROP SAW CUT/ MIL LINE/ BEGIN NEW ASPHALT BEGIN VERT C&G/ MATCH EX C&G BEGIN 5' CONC SW & TRANSITION TO 6' SW AT TIMBERLINE TRAFFIC POLE RELOCATION PROP HANDICAP RAMP EX ROW 6.0' 10.0' PROP TEMP CONSTR. & GRADING 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: _____________________ 10 C-005 1 4.5' PROP TEMP CONSTR. & GRADING ESMT. BY SEPARATE DOCUMENT: RECEPTION NO: _____________________ BEGIN CONC SW BEGIN CONC SW PROP ROW 6.0' 10.0' 10' PRIVATE IRRG. ESMT. 10.0' PROP ROW PROP ROW 1 C-005 7 5 5 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 HORIZONTAL CONTROL & SIGNAGE & STRIPING PLAN C-004 J.Gooch J.Gooch D.Wood 4 0' 60' 120' SCALE: 1" = 60' 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 NOTES SYMBOLS LEGEND: LEGEND: 1 C-005 TYPICAL SECTION # SHEET TYPICAL SECTION IS ON LIMITS OF DEVELOPMENT (LOD) PERVIOUS PAVEMENT