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Home My WebLink AboutAVONDALE COTTAGES - PDP - PDP140003 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANS1218 W. Ash, Suite C Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1192-117-00 AVONDALE COTTAGES COVER SHEET 04/23/14 N/A N/A JTC RA 1 of 4 HABITAT FOR HUMANITY 4001 S. TAFT HILL ROAD FORT COLLINS, CO 80525 PHONE: 970.223.4522 FAX: 970.223.4524 CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Date Environmental Planner CALL BEFORE YOU DIG CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 or 8-1-1 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. UTILITY PLANS FOR AVONDALE COTTAGES A REPLAT OF TRACT L, RIDGEWOOD HILLS P.U.D., FIRST FILING, LOCATED IN THE NORTHEAST QUARTER OF SECTION 14, TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO 1218 W. Ash, Suite C Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1192-117-00 AVONDALE COTTAGES GENERAL NOTES 04/23/14 N/A N/A JTC RA 2 of 4 HABITAT FOR HUMANITY 4001 S. TAFT HILL ROAD FORT COLLINS, CO 80525 PHONE: 970.223.4522 FAX: 970.223.4524 CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Date Environmental Planner CALL BEFORE YOU DIG CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 or 8-1-1 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. PRELIMINARY NOT FOR CONSTRUCTION LOT 2 LOT 1 LOT 5 LOT 4 LOT 3 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 TRACT K WEST TRILBY ROAD AVONDALE ROAD LOT 2 LOT 1 LOT 5 LOT 4 LOT 3 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 PRIVATE DRIVE 1218 W. Ash, Suite C Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1192-117-00 GRADING, DRAINAGE & EROSION CONTROL PLAN AVONDALE COTTAGES 04/23/14 1"=X' N/A JTC RA 3 of 4 HABITAT FOR HUMANITY 4001 S. TAFT HILL ROAD FORT COLLINS, CO 80525 PHONE: 970.223.4522 FAX: 970.223.4524 CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date WEST TRILBY ROAD AVONDALE ROAD LOT 2 LOT 1 LOT 5 LOT 4 LOT 3 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 TRACT K PRIVATE DRIVE 1218 W. Ash, Suite C Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1192-117-00 AVONDALE COTTAGES UTILITY PLAN 04/23/14 1"=20' N/A JTC RA 4 of 4 HABITAT FOR HUMANITY 4001 S. TAFT HILL ROAD FORT COLLINS, CO 80525 PHONE: 970.223.4522 FAX: 970.223.4524 0 20' 20 10 20 40 SCALE: 1" = CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Date Environmental Planner CALL BEFORE YOU DIG CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 or 8-1-1 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. NOTES: 1. BURIED UTILITIES AND OR PIPE LINES ARE SHOWN PER VISIBLE SURFACE EVIDENCE AND AS-BUILT DRAWINGS OF THE CONSTRUCTED UTILITY LINES. THE CONTRACTOR SHALL VERIFY THE DEPTH AND LOCATION OF ALL EXISTING UTILITY CONNECTIONS AND CROSSINGS PRIOR TO ANY CONSTRUCTION. IF A CONFLICT OCCURS BETWEEN EXISTING AND PROPOSED UTILITIES AND/OR DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. THE ENGINEER AND/OR THE SURVEYOR OF RECORD SHALL NOT BE LIABLE FOR THE LOCATION OF OR THE FAILURE TO NOTE THE LOCATION OF NON-VISIBLE UTILITIES. 2. SITE CONTRACTOR SHALL TERMINATE UTILITY SERVICES 5-FEET FROM BUILDING UNLESS OTHERWISE NOTED. SITE CONTRACTOR SHALL COORDINATE EXACT LOCATIONS OF BUILDING UTILITIES WITH ARCHITECTURAL DRAWINGS. 3. ALL STORM SEWER, 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. 4. ALL WATER LINE CONSTRUCTION SHALL CONFORM TO THE FORT COLLINS - LOVELAND WATER DISTRICT STANDARDS AND SPECIFICATIONS CURRENT TO THE DATE OF CONSTRUCTION. 5. ALL SANITARY SEWER LINE CONSTRUCTION SHALL CONFORM TO THE SOUTH FORT COLLINS SANITATION DISTRICT STANDARDS AND SPECIFICATIONS CURRENT TO THE DATE OF CONSTRUCTION. 6. STORM SEWER PIPE SHALL BE RCP OR HDPE WITH WATER TIGHT JOINTS AS SPECIFIED ON THE PLAN. ALL STORM SEWER SHALL BE INSPECTED BY THE CITY OF FORT COLLINS. 7. LENGTH OF PIPE IS MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND INCLUDES THE FLARED END SECTION. 8. WATER MAINS SHALL BE PVC (C-900) AS SPECIFIED BY THE FORT COLLINS - LOVELAND WATER DISTRICT STANDARDS AND SPECIFICATIONS. 9. ALL WATER SERVICES SHALL BE INSTALLED AT A MINIMUM OF 5-FEET BELOW FINISHED FLOOR ELEVATION AND SHALL BE PVC (C-900) UNLESS OTHERWISE NOTED. 10. ALL SANITARY SEWER PIPE SHALL BE PVC (SDR 35) UNLESS OTHERWISE NOTED ON THE PLAN. SEWER PIPE SHALL BE AS SPECIFIED BY THE SOUTH FORT COLLINS SANITATION DISTRICT STANDARDS AND SPECIFICATIONS. 11. SEE ARCHITECTURAL DRAWINGS FOR WALL LOCATION DETAILS OF GAS METERS, ELECTRIC METERS, AND TELEPHONE TERMINALS. 12. LIMITS OF STREET CUT SHOWN ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 13. CITY OF FORT COLLINS LIGHT & POWER (L&P) SHALL INSTALL PRIMARY LINE FROM CONNECTION POINT TO ELECTRIC VAULT, SECONDARY LINES FROM VAULT TO METER, AND BUILDING METER. CONTRACTOR SHALL COORDINATE WITH FORT COLLINS METER GROUP FOR METER LOCATION. CONTACT CITY OF FORT COLLINS LIGHT & POWER FOR THEIR CURRENT REQUIREMENTS. PRELIMINARY NOT FOR CONSTRUCTION Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Date Environmental Planner CALL BEFORE YOU DIG CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 or 8-1-1 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. LEGEND SILT FENCE INLET PROTECTION (REFER TO DETAIL) CONSTRUCTION ENTRANCE NOTES: 1. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR THE PROTECTION FROM THE 100-YR STORM. 2. ALL SANITARY SEWER, STORM SEWER, AND WATER LINE CONSTRUCTION, AS WELL AS POWER AND OTHER "DRY" UTILITY INSTALLATIONS, SHALL CONFORM TO THE LOCAL ENTITY STANDARDS AND SPECIFICATIONS CURRENT AT THE DATE OF APPROVAL OF THE PLANS BY THE LOCAL ENGINEER. 3. PROPOSED EASEMENTS ARE SHOWN AND WILL BE DEDICATED WITH THE PLAT. EASEMENTS ARE LABELED ON THE UTILITY PLAN. 4. THE DRIVES WITHIN THE SITE WILL BE PRIVATELY OWNED AND MAINTAINED. THERE WILL BE NO PUBLIC MAINTENANCE OF THE DRIVE. 5. OFFSITE GRADING IS LIMITED TO AREAS COVERED BY EXISTING DRAINAGE AND/OR UTILITY EASEMENTS FOR THE PURPOSE OF UTILITY OR DRAINAGE CONNECTIONS, UNLESS OTHERWISE NOTED. 6. SEE LANDSCAPE PLAN FOR REVEGETATION METHODS AND DETAILS. DURING CONSTRUCTION, ANY SOIL DISTURBED AND NOT UNDER ACTIVE CONSTRUCTION SHALL BE SEEDED AND MULCHED PER LCUASS STANDARDS. 7. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS 8. A SEPARATE BUILDING PERMIT IS REQUIRED FOR ALL RETAINING WALLS GREATER THAN 2 FEET HIGH. PRELIMINARY NOT FOR CONSTRUCTION 0 20' 20 10 20 40 SCALE: 1" = DRAINAGE ARROW APRIL 2014 UTILITY CONTACTS: 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 BENCHMARK #38-94 AZIMUTH MARK (3 1/4" ALUMINUM CAP) ON THE NORTH SIDE OF TRILBY RD. 1/2 MILE WEST OF COLLEGE AVE. AT THE SOUTHWEST CORNER OF 508 WEST TRILBY RD. (GOOD SAMARITAN RETIREMENT CENTER). ALSO 5.5 FT WEST OF A POWERPOLE AND 24.5 FT SOUTH OF A WOOD FENCE. ELEV=5093.76 NAVD 88 CITY OF FORT COLLINS BENCHMARK #47-94 ON THE EAST SIDE OF SOUTH COLLEGE AVE.. AT ROBERT BENSON LAKE, ON TOP OF THE SOUTHEAST CORNER OF AN INLET. ELEV=5022.72 NAVD88 BASIS OF BEARINGS ASSUMING THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 14, 715:$6%($5,1*1257+ ($67%(,1*$*5,'%($5,1*2) THE COLORADO STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983/2007, A DISTANCE OF 2562.81 FEET WITH ALL OTHER BEARINGS CONTAINED HEREIN RELATIVE THERETO. PROPOSED STREET LIGHT PROPOSED STORM SEWER 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 EXISTING SPOT ELEVATION PROPOSED 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 EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT EXISTING WATER VALVE PROPOSED SANITARY SEWER MAIN PROPOSED WATER MAIN EXISTING CONCRETE EXISTING FLOWLINE, CURB & GUTTER PROPOSED FLOWLINE, CURB & GUTTER PROPOSED FENCE LIMITS OF CONSTRUCTION EXISTING OVERHEAD UTILITY EXISTING STORM SEWER INLET PROPOSED WATER VALVE PROPOSED MANHOLE 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 PROPOSED OVERHEAD UTILITY PROPOSED LIGHT POLES AD ALGEBRAIC DIFFERENCE AE ACCESS EASEMENT ARV AIR RELEASE VALVE BOV BLOW OFF VALVE BOS BOTTOM OF STEP 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 FG FINISHED GRADE FH FIRE HYDRANT FL FLOWLINE FO FIBER OPTIC G GAS GB GRADE BREAK GF GARAGE FLOOR GV GATE VALVE HDPE HIGH DENSITY POLYETHYLENE HP HIGH POINT FF FINISHED FLOOR FH FIRE HYDRANT 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 SS 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 TC TOP OF CONCRETE TF TOP OF FOUNDATION TOS TOP OF STEP TW TOP OF WALL TYP TYPICAL UE UTILITY EASEMENT VCP VITRIFIED CLAY PIPE VPC VERTICAL POINT OF CURVATURE VPI VERTICAL POINT OF INTERSECTION VPT VERTICAL POINT OF TANGENCY W WATERLINE ABBREVIATION LIST vicinity map Scale: 1" = 1000' I HEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANS WERE PREPARED UNDER MY DIRECT SUPERVISION, IN ACCORDANCE WITH ALL APPLICABLE CITY OF FORT COLLINS AND STATE OF COLORADO STANDARDS AND STATUTES, RESPECTIVELY, AND THAT I AM FULLY RESPONSIBLE FOR THE ACCURACY OF ALL DESIGN, REVISIONS AND RECORD CONDITIONS THAT I HAVE NOTED ON THESE PLANS. ROBERT ALMIRALL P.E. NO. 33441 All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. Mr. Terry Farrill, P.E., District Engineer Date Mr. Michael D. DiTullio, Manager Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT OWNER / DEVELOPER HABITAT FOR HUMANITY 4001 S. TAFT HILL ROAD FORT COLLINS, CO 80525 Ph. 970.223.4522 ENGINEER Interwest Consulting Group 1218 W. Ash, Suite C Windsor, Colorado 80550 Ph. 970.674.3300 PLANNER Vignette Studios P.O. Box 1889 Fort Collins, Colorado 80522 Ph. 970.472.9125 SURVEYOR King Surveyors 650 Garden Drive Windsor, Colorado 80550 Ph. 970.686.5011 FORT COLLINS UTILITIES 700 Wood Street Fort Collins, Colorado 80522 STORMWATER Wes Lamarque Ph. 970.416.2418 LIGHT & POWER Doug Martine Ph. 970.221.6700 NATURAL GAS Xcel Energy 1901 E. Horsetooth Road Fort Collins, Colorado 80525 Contact: Stephanie Rich Ph. 970.225.7828 WATER/WASTEWATER Fort Collins-Loveland Water District South Fort Collins Sanitation District 5051 Snead Drive Fort Collins, Colorado 80525 Contact: Terry Farrill Ph. 970.226.3104 TELEPHONE SERVICE Century Link (Qwest) 3351 Eastbrook Drive Fort Collins, Colorado 80525 Contact: Bill Johnson Ph. 970.377.6401 INDEX OF SHEETS Sheet No. Description of Sheets 1 COVER SHEET 2 GENERAL NOTES 3 GRADING, DRAINAGE & EROSION CONTROL PLAN 4 UTILITY PLAN PRELIMINARY NOT FOR CONSTRUCTION