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Home My WebLink AboutWARREN FEDERAL CREDIT UNION - PDP - PDP150011 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSPRELIMINARY NOT FOR CONSTRUCTION Vicinity Map Scale: 1" = 500' PROPOSED STREET LIGHT PROPOSED STORM SEWER MANHOLE EXISTING SANITARY SEWER MAIN PROPOSED TELEPHONE LINE EXISTING GAS EXISTING STORM SEWER EXISTING WATER MAIN EXISTING MANHOLE PROPOSED STORM INLET LEGEND PROPOSED CONCRETE PROPOSED MINOR CONTOUR PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING UTILITY POLE EXISTING GUY WIRE PROPOSED GAS EXISTING ELECTRIC LINE PROPOSED ELECTRIC LINE EXISTING TELEPHONE LINE PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT EXISTING WATER VALVE PROPOSED SANITARY SEWER MANHOLE PROPOSED WATER VALVE EXISTING CONCRETE EXISTING FLOWLINE, CURB & GUTTER PROPOSED FLOWLINE, CURB & GUTTER PROPOSED FENCE LIMITS OF DEVELOPMENT (LOD) EXISTING OVERHEAD UTILITY EXISTING STORM SEWER INLET PROPOSED UTILITY POLE EXISTING STREET LIGHT PROPOSED SWALE PROPOSED DIRECTION OF OVERLAND FLOW PROPOSED EMERGENCY OVERFLOW ROUTE EXISTING FIBER OPTIC LINE PROPOSED HANDICAP RAMP EXISTING OVERHEAD ELECTRIC LINE EXISTING OVERHEAD TELEPHONE LINE PROPOSED OVERHEAD ELECTRIC LINE PROPOSED FIBER OPTIC LINE PROPOSED OVERHEAD TELEPHONE LINE EXISTING FENCE PROPOSED WATER SERVICE W/ PROPOSED SANITARY SEWER SERVICE CURB STOP AND METER PIT W/ CLEANOUT AD ALGEBRAIC DIFFERENCE AE ACCESS EASEMENT ARV AIR RELEASE VALVE BOV BLOW OFF VALVE BW BOTTOM OF WALL LOT 1 NOT PART OF PDP LOT 2 PROPOSED BUILDING PAD FUTURE BUILDING PAD 0 SCALE: 1" = 20' 20 10 20 40 NOTES: 1. ALL SANITARY SEWER, WATER, AND STORM SEWER CONSTRUCTION, AS WELL AS POWER AND OTHER "DRY" UTILITY INSTALLATIONS, SHALL CONFORM TO THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS CURRENT AT THE DATE OF APPROVAL OF THE PLANS BY THE LOCAL ENGINEER. 2. SANITARY SEWER PIPE SHALL BE PVC (SDR 35) UNLESS OTHERWISE NOTED ON THE PLAN. SEWER PIPE SHALL BE AS SPECIFIED BY THE CITY OF FORT COLLINS STANDARD PLANS AND SPECIFICATIONS. 3. ALL SANITARY SEWER CLEANOUTS LOCATED IN THE PARKING LOT OR DRIVE AREA SHALL BE TRAFFIC RATED CLEANOUTS. 4. LENGTH OF PIPE IS MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. 5. WATER SERVICES SHALL BE TYPE K COPPER PIPE AND INSTALLED A MINIMUM OF 5-FEET BELOW FINISHED FLOOR ELEVATION. 6. FIRE LINE SHALL BE PVC (C-900) AS SPECIFIED BY THE CITY OF FORT COLLINS STANDARD PLANS AND SPECIFICATIONS. 7. HORIZONTAL AND VERTICAL DEFLECTION AT PIPE JOINTS AND BENDS SHALL 127(;&((' 8. ALL STORM SEWER PIPE SHALL BE CLASS III RCP OR HDPE PIPE WITH WATER TIGHT JOINTS AS NOTED ON THE PLAN. BEDDING FOR RCP SHALL BE PER THE CITY OF FORT COLLINS STORM SEWER BEDDING DETAIL AND BEDDING FOR HDPE SHALL BE PER THE CITY OF FORT COLLINS SANITARY SEWER PLASTIC PIPE BEDDING DETAIL. STORM SEWER PIPE SHALL BE AS SPECIFIED BY THE CITY OF FORT COLLINS STANDARD PLANS AND SPECIFICATIONS. 9. ALL STORM SEWER SYSTEMS ON SITE WILL BE PRIVATELY OWNED AND MAINTAINED. 10. LIMITS OF STREET CUT SHOWN ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 11. PROPOSED EASEMENTS SHOWN WILL BE DEDICATED WITH THE PLAT. 12. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PFOJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. 13. ROOF DRAINS TO CONNECT TO PROPOSED UNDERGROUND STORM SYSTEM. PRELIMINARY NOT FOR CONSTRUCTION LEGEND PROPOSED ASPHALT PAVEMENT PROPOSED PERVIOUS PAVERS PROPOSED CONCRETE WALK (BOGERT "FILTERPAVE" W/ 6" DRAIN) PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: PROPOSED BULIDING PAD FF ELEV=4936.2 FUTURE BUILDING PAD FF ELEV=4936.2 LOT 1 NOT PART OF PDP LOT 2 Revisions No. Date Description By PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: 1219-048-00 WARREN FEDERAL CREDIT UNION EAST DRAKE GRADING PLAN 07/15/2015 1"=20' N/A MO MO 3 RB+B ARCHITECTS, INC. 315 E MOUNTAIN AVE #100 FORT COLLINS, CO 80524 PHONE: 970.484.0117 0 SCALE: 1" = 20' 20 10 20 40 GENERAL NOTES: 1. ALL GRADING SHALL BE CONFINED TO THE PROPERTY BEING DEVELOPED OR ADJACENT PUBLIC RIGHT-OF-WAY. NO GRADING SHALL BE DONE OUTSIDE OF PROPERTY LINES UNLESS OTHERWISE SHOWN. 2. LOT 1 IS NOT PART OF THIS PDP SUBMITTAL BUT SHALL BE OVERLOT GRADED TO DRAIN AS SHOWN. PRELIMINARY NOT FOR CONSTRUCTION PERMEABLE INTERLOCKING CONCRETE PAVER SECTION N.T.S. LOT 1 NOT PART OF PDP LOT 2 PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR LEGEND PROPOSED DIRECTION OF OVERLAND FLOW DRAINAGE BASIN DIVIDE LINE PROP MAJOR STORM RUNOFF COEFFICIENT PROP DRAINAGE BASIN AREA DRAINAGE BASIN NUMBER DESIGN POINT NOTES 1. EROSION CONTROL MEASURES TO BE ADDED DURING FCP. PRELIMINARY NOT FOR CONSTRUCTION 0 SCALE: 1" = 20' 20 10 20 40 Revisions No. Date Description By PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: 1219-048-00 WARREN FEDERAL CREDIT UNION EAST DRAKE DRAINAGE PLAN 07/15/2015 1"=20' N/A MO MO 4 RB+B ARCHITECTS, INC. 315 E MOUNTAIN AVE #100 FORT COLLINS, CO 80524 PHONE: 970.484.0117 DESIGNED BY: 1219-048-00 WARREN FEDERAL CREDIT UNION EAST DRAKE UTILITY PLAN 07/15/2015 1"=20' N/A MO MO 2 RB+B ARCHITECTS, INC. 315 E MOUNTAIN AVE #100 FORT COLLINS, CO 80524 PHONE: 970.484.0117 CL CENTERLINE CMP CORRUGATED METAL PIPE CO CLEAN OUT DE DRAINAGE EASEMENT E ELECTRIC EAE EMERGENCY ACCESS EASEMENT EG EXISTING GROUND EL ELEVATION EOA EDGE OF ASPHALT EX EXISTING ESMT EASEMENT F FIRE LINE FES FLARED END SECTION FF FINISHED FLOOR FG FINISHED GRADE FH FIRE HYDRANT FL FLOWLINE FO FIBER OPTIC G GAS GB GRADE BREAK GD GROUND GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE HP HIGH POINT IE IRRIGATION EASEMENT INV INVERT IRR IRRIGATION LF LINEAR FEET LP LOW POINT LT LEFT MH MANHOLE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE OHU OVERHEAD UTILITY PE PEDESTRIAN EASEMENT PC POINT OF CURVATURE PCR POINT OF CURB RETURN PI POINT OF INTERSECTION PT POINT OF TANGENCY PVC POLYVINYL CHLORIDE RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN ROW RIGHT-OF-WAY RT RIGHT S SANITARY SEWER STA STATION SD STORM DRAIN PIPE SDMH STORM DRAIN MANHOLE SMH SANITARY SEWER MANHOLE T TELEPHONE TB THRUST BLOCK TBC TOP BACK OF CURB TCE TEMPORARY CONSTRUCTION EASEMENT TC TOP OF CONCRETE TF TOP OF FOUNDATION TW TOP OF WALL TYP TYPICAL UE UTILITY EASEMENT VB VALVE BOX VCP VITRIFIED CLAY PIPE VPC VERTICAL POINT OF CURVATURE VPI VERTICAL POINT OF INTERSECTION VPT VERTICAL POINT OF TANGENCY W WATERLINE ABBREVIATION LIST PROPOSED OVERHEAD UTILITY PROPOSED LIGHT POLES EXISTING CABLE TV PROPOSED CABLE TV EXISTING WOOD POST EXISTING METAL POST PHASE LINE Sheet No. Description of Sheets INDEX OF SHEETS 1 2 3 4 INDEMNIFICATION STATEMENT: THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY FOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE LOCAL ENTITY ENGINEER, OR THE LOCAL ENTITY FOR ACCURACY AND CORRECTNESS OF THE CALCULATIONS. FURTHERMORE, THE REVIEW DOES NOT IMPLY THAT QUANTITIES OF ITEMS ON THE PLANS ARE THE FINAL QUANTITIES REQUIRED. THE REVIEW SHALL NOT BE CONSTRUED IN ANY REASON AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE LOCAL ENTITY FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED DURING THE CONSTRUCTION PHASE. City of Fort Collins TELEPHONE SERVICE Century Link (Qwest) 3351 Eastbrook Drive Fort Collins, Colorado 80525 Contact: Bob Rulli Xcel Energy 1901 E. Horsetooth Road Contact: Stephanie Rich Fort Collins, Colorado 80525 Rob Irish Ph. 970.225.7828 Ph. 970.377.6403 AD ALGEBRAIC DIFFERENCE AE ACCESS EASEMENT ARV AIR RELEASE VALVE BOV BLOW OFF VALVE BW BOTTOM OF WALL CL CENTERLINE CMP CORRUGATED METAL PIPE CO CLEAN OUT DE DRAINAGE EASEMENT E ELECTRIC EAE EMERGENCY ACCESS EASEMENT EG EXISTING GROUND EL ELEVATION EOA EDGE OF ASPHALT EX EXISTING ESMT EASEMENT F FIRE LINE FES FLARED END SECTION FF FINISHED FLOOR FG FINISHED GRADE FH FIRE HYDRANT FL FLOWLINE FO FIBER OPTIC G GAS GB GRADE BREAK GD GROUND GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE HP HIGH POINT IE IRRIGATION EASEMENT INV INVERT IRR IRRIGATION LF LINEAR FEET LP LOW POINT LT LEFT MH MANHOLE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE OHU OVERHEAD UTILITY PE PEDESTRIAN EASEMENT PC POINT OF CURVATURE PCR POINT OF CURB RETURN PI POINT OF INTERSECTION PT POINT OF TANGENCY PVC POLYVINYL CHLORIDE RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN ROW RIGHT-OF-WAY RT RIGHT S SANITARY SEWER STA STATION SD STORM DRAIN PIPE SDMH STORM DRAIN MANHOLE SMH SANITARY SEWER MANHOLE T TELEPHONE TB THRUST BLOCK TBC TOP BACK OF CURB TCE TEMPORARY CONSTRUCTION EASEMENT TC TOP OF CONCRETE TF TOP OF FOUNDATION TW TOP OF WALL TYP TYPICAL UE UTILITY EASEMENT VB VALVE BOX VCP VITRIFIED CLAY PIPE VPC VERTICAL POINT OF CURVATURE VPI VERTICAL POINT OF INTERSECTION VPT VERTICAL POINT OF TANGENCY W WATERLINE ABBREVIATION LIST ARCHITECT RB+B Architects, Inc 315 Mountain Ave #100 Fort Collins, CO 80524 Ph. 970.484.0117 Contact: DAVID KRESS LANDSCAPE ARCHITECT BHA Design 1603 Oakridge Dr #100 Fort COllins, CO 80525 Ph. 970.223.7577 Contact: Jerod Huwa ENGINEER Interwest Consulting Group 1218 W. Ash, Suite C Windsor, Colorado 80550 Ph. 970.674.3300 Contact: Skylar Brower SURVEYOR King Surveyors, Inc. 650 East Garden Drive Windsor, Colorado 80550 Ph. 970.686.5011 Contact: Larry Pepek Sheet No. Description of Sheets INDEX OF SHEETS COVER SHEET UTILITY PLAN GRADING PLAN DRAINAGE PLAN ........................................... ........................................... ........................................... ........................................... INDEMNIFICATION STATEMENT: THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY FOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE LOCAL ENTITY ENGINEER, OR THE LOCAL ENTITY FOR ACCURACY AND CORRECTNESS OF THE CALCULATIONS. FURTHERMORE, THE REVIEW DOES NOT IMPLY THAT QUANTITIES OF ITEMS ON THE PLANS ARE THE FINAL QUANTITIES REQUIRED. THE REVIEW SHALL NOT BE CONSTRUED IN ANY REASON AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE LOCAL ENTITY FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED DURING THE CONSTRUCTION PHASE. UTILITY CONTACTS: City of Fort Collins Fort Collins, Colorado 80522 WATER/WASTEWATER Shane Boyle Ph. 970.221.6339 700 Wood Street TELEPHONE SERVICE Century Link (Qwest) 3351 Eastbrook Drive Fort Collins, Colorado 80525 Contact: Bob Rulli NATURAL GAS Xcel Energy 1901 E. Horsetooth Road Contact: Stephanie Rich Fort Collins, Colorado 80525 STORMWATER Wes Lamarque Ph. 970.416.2418 LIGHT & POWER Rob Irish Ph. 970.221.6700 Ph. 970.225.7828 Ph. 970.377.6403 PRELIMINARY UTILITY PLANS WARREN FEDERAL CREDIT UNION - EAST DRAKE LOCATED IN THE NORTHWEST QUARTER OF SECTION 29, T-7-N, R-68-W OF THE 6TH PM CITY OF FORT COLLINS, COUNTY OF LARIMER, COLORADO JULY 2015 BENCHMARKS: PROJECT DATUM: NAVD88 BENCHMARK #17-92 300 FEET SOUTH OF THE SOUTHWEST CORNER OF EAST DRAKE RD. AND TIMBERLINE RD, IN THE TOP OF AN IRRIGATION STRUCTURE. ELEVATION=4938.7 BENCHMARK #5-07 SOUTHWEST CORNER OF RIGDEN PARKWAY AND DRAKE RD. ON SOUTHWEST CORNER OF A CATCH BASIN. ELEVATION=4926.96 HORIZONTAL DATUM: COLORADO STATE PLANE COORDINATES NAD83(2007) DATUM. HORIZONTAL CONTROL BASED UPON TRIMBLE VRS NETWORK. PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: 1219-048-00 WARREN FEDERAL CREDIT UNION EAST DRAKE COVER SHEET 07/15/2015 NA N/A MO MO 1 RB+B ARCHITECTS, INC. 315 E MOUNTAIN AVE #100 FORT COLLINS, CO 80524 PHONE: 970.484.0117