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Home My WebLink AboutZIEGLER-HARVEST PARK - FDP - FDP140022 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSZIEGLER ROAD COUNTY FAIR LANE KECHTER ROAD HARMONY ROAD FOSSIL RIDGE HIGH SCHOOL TIMBERLINE ROAD SITE Ziegler Mixed Use Vicinity Map Scale: 1" = 800' Utility Plans For Lot 2, Harvest Park - Ziegler mixed use Located In The Southeast Quarter of Section 5, T-6-N, R-68-W Of The 6th PM City Of Fort Collins, Larimer County, Colorado September 2014 ARCHITECT Architecture West, LLC 160 Palmer Drive Fort Collins, Colorado 80525 PH. 970.207.0424 Contact: Steve Steinbicker LANDSCAPE ARCHITECT Imagine Green Landscaping 620 Torrey's Peak Road Berthoud, Colorado 80513 PH. 970.310.7387 Contact: Jim Doyle ENGINEER Interwest Consulting Group 1218 W. Ash, Suite C Windsor, Colorado 80550 PH. 970.460.1091 Contact: Skylar Brower SURVEYOR King Surveyors, INC. 650 East Garden Drive Windsor, Colorado 80550 PH. 970.686.5011 Contact: Steve Lund PRELIMINARY NOT FOR CONSTRUCTION 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 PRELIMINARY NOT FOR CONSTRUCTION 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 PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME 1154-095-00 LOT 2, HARVEST PARK- ZIEGLER MIXED USE GENERAL NOTES 09/10/14 N/A N/A SB RA 2 of24 DP INVESTMENT GROUP, LLC 5308 ZIEGLER ROAD FORT COLLINS, CO 80528 PHONE: (970) 221-1509 ³ ´ ³´ 0 SCALE: 1" = 30' 30 10 20 50 PRELIMINARY NOT FOR CONSTRUCTION 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 LEGEND EX PAVEMENT TO BE REMOVED EX STRUCTURE TO BE REMOVED PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME 1154-095-00 LOT 2, HARVEST PARK- ZIEGLER MIXED USE DEMOLITION PLAN 09/10/14 1"=30' N/A SB RA 3 of24 DP INVESTMENT GROUP, LLC 5308 ZIEGLER ROAD FORT COLLINS, CO 80528 PHONE: (970) 221-1509 PRELIMINARY NOT FOR CONSTRUCTION NOTES: 1. SITE CONTRACTOR SHALL COORDINATE EXACT ROOF DRAIN CONNECTION LOCATIONS WITH ARCHITECTURAL DRAWINGS. 2. PROPOSED EASEMENTS SHOWN WILL BE DEDICATED WITH THE PLAT. 3. ALL STORM SEWER CONSTRUCTION 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. 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. 5. LENGTH OF PIPE IS MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND INCLUDES THE FLARED END SECTION. 6. ROOF DRAINS ON THE EAST SIDE OF BUILDING C & D SHALL DISCHARGE ON GRADE AND SURFACE FLOW INTO THE GRASS SWALE.. USE 6" SIDEWALK CHASE AS NECESSARY TO GET DOWNSPOUT TO LANDSCAPE AREA. 7. COORDINATE PERIMETER DRAIN DESIGN WITH PLUMBING PLANS AND GEOTECHNICAL ENGINEER 8. DEVELOPMENT ACTIVITIES WITHIN THE NATURAL AREA BUFFER ZONE: SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE BUFFER ZONE. 9. SHALLOW INLET. CONTRACTOR SHALL SPACE TYPE R INLET STEEL RODS ON EITHER SIDE OF THE 15" STORM PIPE. STORM SEWER #1 0 HORIZONTAL SCALE: 1" = VERTICAL SCALE: 1" = 20' 5' 20 10 20 40 PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME 1154-095-00 LOT 2, HARVEST PARK- ZIEGLER MIXED USE STORM SEWER PLAN & PROFILE 09/10/14 1"=20' 1"=5' SB RA 8 of24 DP INVESTMENT GROUP, LLC 5308 ZIEGLER ROAD FORT COLLINS, CO 80528 PHONE: (970) 221-1509 PRELIMINARY NOT FOR CONSTRUCTION STORM SEWER #2 0 HORIZONTAL SCALE: 1" = VERTICAL SCALE: 1" = 20' 5' 20 10 20 40 WATER QUALITY STRUCTURE NTS PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME 1154-095-00 LOT 2, HARVEST PARK- ZIEGLER MIXED USE STORM SEWER PLAN & PROFILE 09/10/14 1"=20' 1"=5' SB RA 9 of24 DP INVESTMENT GROUP, LLC 5308 ZIEGLER ROAD FORT COLLINS, CO 80528 PHONE: (970) 221-1509 NOTES: 1. SITE CONTRACTOR SHALL COORDINATE EXACT ROOF DRAIN CONNECTION LOCATIONS WITH ARCHITECTURAL DRAWINGS. 2. PROPOSED EASEMENTS SHOWN WILL BE DEDICATED WITH THE PLAT. 3. ALL STORM SEWER CONSTRUCTION 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. 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. 5. LENGTH OF PIPE IS MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND INCLUDES THE FLARED END SECTION. 6. ROOF DRAINS ON THE EAST SIDE OF BUILDING C & D SHALL DISCHARGE ON GRADE AND SURFACE FLOW INTO THE GRASS SWALE.. USE 6" SIDEWALK CHASE AS NECESSARY TO GET DOWNSPOUT TO LANDSCAPE AREA. 7. COORDINATE PERIMETER DRAIN DESIGN WITH PLUMBING PLANS AND GEOTECHNICAL ENGINEER 8. DEVELOPMENT ACTIVITIES WITHIN THE NATURAL AREA BUFFER ZONE: SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE BUFFER ZONE. X X ZIEGLER ROAD SABER CAT DRIVE COUNTY FAIR LANE FUTURE DEVELOPMENT COUNTY FAIR LANE - LEFT FLOWLINE PROFILE COUNTY FAIR LANE - RIGHT FLOWLINE PROFILE 0 HORIZONTAL SCALE: 1" = VERTICAL SCALE: 1" = 20' 5' 20 10 20 40 COUNTY FAIR LANE - CENTERLINE PROFILE PRELIMINARY NOT FOR CONSTRUCTION NOTES: 1. LIMITS OF STREET CUT 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. PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME 1154-095-00 LOT 2, HARVEST PARK- ZIEGLER MIXED USE COUNTY FAIR LANE PLAN & PROFILE 09/10/14 1"=20'' 1"=5' SB RA 12 of24 DP INVESTMENT GROUP, LLC 5308 ZIEGLER ROAD FORT COLLINS, CO 80528 PHONE: (970) 221-1509 COUNTY FAIR LANE TYPICAL SECTION (0+00.00 to 0+58.50) COUNTY FAIR LANE TYPICAL SECTION (0+58.50 to 1+76.72) COUNTY FAIR LANE TYPICAL SECTION (1+76.72 to 2+78.66) 0 HORIZONTAL SCALE: 1" = VERTICAL SCALE: 1" = 10' 5' 10 5 10 20 COUNTY FAIR LANE CROSS SECTIONS PRELIMINARY NOT FOR CONSTRUCTION PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME 1154-095-00 LOT 2, HARVEST PARK- ZIEGLER MIXED USE COUNTY FAIR LANE CROSS SECTIONS 09/10/14 1"=10' 1"=5' SB RA 13 of24 DP INVESTMENT GROUP, LLC 5308 ZIEGLER ROAD FORT COLLINS, CO 80525 PHONE: (970) 221-1509 0 SCALE: 1" = 50' 50 25 50 100 PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR LEGEND PROPOSED DIRECTION OF OVERLAND FLOW PROPOSED DRAINAGE A 0.37 0.63 MAJOR STORM RUNOFF COEFFICIENT DRAINAGE BASIN AREA, ACRES DRAINAGE BASIN ID PROPOSED DIRECTION OF OVERLAND FLOW BASIN DIVIDE LINE NOTES: 1. THE PERIMETER OF THE CONSTRUCTION AREA SHALL BE FENCED OFF USING ORANGE CONSTRUCTION FENCING OR OTHER CONTRACTOR FENCING. 2. NO PERMANENT OR TEMPORARY STORAGE OF EQUIPMENT OR MATERIALS SHALL BE ALLOWED WITHIN THE FLOODWAY. 3. DEVELOPMENT ACTIVITIES WITHIN THE NATURAL AREA BUFFER ZONE: SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE BUFFER ZONE. 4. A FLOODPLAIN USE PERMIT WILL BE REQUIRED FOR ANY WORK WITHIN THE FLOODPLAIN. ANY WORK WITHIN THE FLOODWAY MUST BE PRECEDED BY A NO RISE CERTIFICATION. PRELIMINARY NOT FOR CONSTRUCTION Mc CLELLANDS CREEK CROSS SECTION Mc CLELLANDS CREEK BFE PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME 1154-095-00 LOT 2, HARVEST PARK- ZIEGLER MIXED USE DRAINAGE PLAN 09/10/14 1"=50' N/A SB RA 15 of24 DP INVESTMENT GROUP, LLC 5308 ZIEGLER ROAD FORT COLLINS, CO 80525 PHONE: (970) 221-1509 PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME 1154-095-00 LOT 2, HARVEST PARK- ZIEGLER MIXED USE EROSION CONTROL DETAILS 09/10/14 N/A N/A SB RA 16 of24 DP INVESTMENT GROUP, LLC 5308 ZIEGLER ROAD FORT COLLINS, CO 80528 PHONE: (970) 221-1509 PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME 1154-095-00 LOT 2, HARVEST PARK- ZIEGLER MIXED USE EROSION CONTROL DETAILS 09/10/14 N/A N/A SB RA 17 of24 DP INVESTMENT GROUP, LLC 5308 ZIEGLER ROAD FORT COLLINS, CO 80528 PHONE: (970) 221-1509 CITY OF FORT COLLINS STANDARD EROSION AND SEDIMENT CONTROL NOTES: 1. THE CITY STORMWATER DEPARTMENT EROSION CONTROL INSPECTOR MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO ANY CONSTRUCTION ON THE SITE. 2. ALL REQUIRED BMPs SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING, GRADING, ETC). ALL OF THEIR REQUIRED EROSION CONTROL MEASURES SHALL BE INSTALLED AT THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN THE APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT. 3. PRE-DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE. REMOVAL OR DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS, AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME. 4. ALL SOILS EXPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING, GRADING, UTILITY INSTALLATIONS, STOCKPILING, FILLING, ETC.) SHALL BE KEPT IN A ROUGHENED CONDITION BY RIPPING OR DISKING ALONG LAND CONTOURS UNTIL MULCH, VEGETATION, OR OTHER PERMANENT EROSION CONTROL IS INSTALLED. NO SOILS IN AREAS OUTSIDE PROJECT STREET RIGHTS OF WAY SHALL REMAIN EXPOSED BY LAND DISTURBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS BEFORE REQUIRED TEMPORARY OR PERMANENT EROSION CONTROL (E.G. SEED/MULCH, LANDSCAPING, ETC) IS INSTALLED, UNLESS OTHERWISE APPROVED BY THE STORMWATER DEPARTMENT. 5. THE PROPERTY MUST BE WATERED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION ACTIVITIES SO AS TO PREVENT WIND-CAUSED EROSION. ALL LAND DISTURBING ACTIVITIES SHALL BE IMMEDIATELY DISCONTINUED WHEN FUGITIVE DUST IMPACTS ADJACENT PROPERTIES, AS DETERMINED BY THE CITY ENGINEERING DEPARTMENT. 6. ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES MUST BE INSPECTED AND REPAIRED OR RECONSTRUCTED AS NECESSARY AFTER EACH RUNOFF EVENT AND EVERY 14 DAYS IN ORDER TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON PAVED ROADWAY SURFACES, SHALL BE REMOVED AND DISPOSED OF IN A MANNER AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY DRAINAGEWAY. 7. NO SOIL STOCKPILE SHALL EXCEED TEN (10) FEET IN HEIGHT. ALL SOIL STOCKPILES SHALL BE PROTECTED FROM SEDIMENT TRANSPORT BY PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME 1154-095-00 LOT 2, HARVEST PARK- ZIEGLER MIXED USE WATER & SANITARY SEWER DETAILS 09/10/14 N/A N/A SB RA 18 of24 DP INVESTMENT GROUP, LLC 5308 ZIEGLER ROAD FORT COLLINS, CO 80528 PHONE: (970) 221-1509 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 PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME 1154-095-00 LOT 2, HARVEST PARK- ZIEGLER MIXED USE STORM SEWER DETAILS 09/10/14 N/A N/A SB RA 19 of24 DP INVESTMENT GROUP, LLC 5308 ZIEGLER ROAD FORT COLLINS, CO 80528 PHONE: (970) 221-1509 PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME 1154-095-00 LOT 2, HARVEST PARK- ZIEGLER MIXED USE STORM SEWER DETAILS 09/10/14 N/A N/A SB RA 20 of24 DP INVESTMENT GROUP, LLC 5308 ZIEGLER ROAD FORT COLLINS, CO 80528 PHONE: (970) 221-1509 PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME 1154-095-00 LOT 2, HARVEST PARK- ZIEGLER MIXED USE STORM SEWER DETAILS 09/10/14 N/A N/A SB RA 21 of24 DP INVESTMENT GROUP, LLC 5308 ZIEGLER ROAD FORT COLLINS, CO 80528 PHONE: (970) 221-1509 PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME 1154-095-00 LOT 2, HARVEST PARK- ZIEGLER MIXED USE STREET DETAILS 09/10/14 N/A N/A SB RA 22 of24 DP INVESTMENT GROUP, LLC 5308 ZIEGLER ROAD FORT COLLINS, CO 80528 PHONE: (970) 221-1509 PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME 1154-095-00 LOT 2, HARVEST PARK- ZIEGLER MIXED USE STREET DETAILS 09/10/14 N/A N/A SB RA 23 of24 DP INVESTMENT GROUP, LLC 5308 ZIEGLER ROAD FORT COLLINS, CO 80528 PHONE: (970) 221-1509 SURFACE ROUGHENING, WATERING, AND PERIMETER SILT FENCING. ANY SOIL STOCKPILE REMAINING AFTER 30 DAYS SHALL BE SEEDED AND MULCHED. 8. CITY ORDINANCE PROHIBITS THE TRACKING, DROPPING, OR DEPOSITING OF SOILS OR ANY OTHER MATERIAL ONTO CITY STREETS BY OR FROM ANY VEHICLE. ANY INADVERTENT DEPOSITED MATERIAL SHALL BE CLEANED IMMEDIATELY BY THE CONTRACTOR. 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 X 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 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 PCC POINT OF COMPOUND 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 COVER SHEET GENERAL NOTES DEMOLITION PLAN HORIZONTAL CONTROL PLAN GRADING PLAN EROSION CONTROL PLAN OVERALL UTILITY PLAN STORM SEWER PLAN & PROFILE SANITARY SEWER PLAN & PROFILE COUNTY FAIR LANE PLAN & PROFILE COUNTY FAIR LANE CROSS SECTIONS COUNTY FAIR LANE SIGNING & STRIPING PLAN DRAINAGE PLAN EROSION CONTROL DETAILS WATER & SANITARY SEWER DETAILS STORM SEWER DETAILS STREET DETAILS 1 2 3 4 5 6 7 8 - 9 10 - 11 12 13 14 15 16 - 17 18 19 - 21 22 - 24 ........................................... ........................................... ........................................... ........................................... ........................................... ........................................... ........................................... ........................................... ........................................... ........................................... ........................................... ........................................... ........................................... ........................................... ........................................... ........................................... ........................................... 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 #3-02 NORTHEAST CORNER OF THE INTERSECTION OF KECHTER ROAD (C.R. 36) AND ZIEGLER ROAD (C.R. 9) ON THE NORTHWEST CORNER OF A CONTROL GATE TO AN IRRIGATION STRUCTURE ELEV=4915.41 NGVD 29(UNADJUSTED) CITY OF FORT COLLINS BENCHMARK #12-94 SOUTH SIDE OF EAST HARMONY ROAD 300 FEET WEST OF CORBETT DRIVE ON TOP OF CONCRETE WALL OF AN IRRIGATION DROP STRUCTURE ELEV=4950.01 NGVD 29(UNADJUSTED) UTILITY CONTACTS: City of Fort Collins Fort Collins, Colorado 80522 WATER/WASTEWATER Terry Farrill Ph. 970.226.3104 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 STORMWATER Fort Collins, Colorado 80525 Wes Lamarque Ph. 970.416.2418 LIGHT & POWER Alan Rutz Ph. 970.224.6153 Ph. 970.225.7828 Ph. 970.377.6403 Revisions No. Date Description By Fort Collins - Loveland Water District Fort Collins, Colorado 80525 5150 Snead Drive South Fort Collins Sanitation District 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 PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME 1154-095-00 LOT 2, HARVEST PARK- ZIEGLER MIXED USE COVER SHEET 09/10/14 N/A N/A SB RA 1 of24 DP INVESTMENT GROUP, LLC 5308 ZIEGLER ROAD FORT COLLINS, CO 80528 PHONE: (970) 221-1509