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Home My WebLink AboutDUTCH BROS - FDP190017 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANSSITE 1218 W. Ash, Suite A 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 PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME KENSINGTON COMMONS DUTCH BROS COFFEE COVER SHEET 8/21/2019 N/A N/A ES MPO 1380-165-00 1 of 20 M SQUARED, LLC 7303 S. TIMBERLINE ROAD FORT COLLINS, COLORADO 80525 CONTACT: NATE FRARY vicinity map Scale:: 1"=500' UTILITY PLANS FOR: KENSINGTON COMMONS DUTCH BROS COFFEE LOCATED IN THE SOUTHEAST QUARTER OF SECTION 35, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO AUGUST 2019 AD ALGEBRAIC DIFFERENCE AE ACCESS EASEMENT ARV AIR RELEASE VALVE ASSY ASSEMBLY BLDG BUILDING BOV BLOW OFF VALVE BW BOTTOM OF WALL C&G CURB AND GUTTER CL CENTERLINE CMP CORRUGATED METAL PIPE DE DRAINAGE EASEMENT EAE EMERGENCY ACCESS EASEMENT EG EXISTING GRADE EL ELEVATION ENV ENVELOPE ES EMERGENCY SPILLWAY ESMT EASEMENT EX EXISTING FES FLARED END SECTION FH FIRE HYDRANT FL FLOWLINE GB GRADE BREAK GD GROUND KENSINGTON DRIVE MASON STREET SOUTH COLLEGE AVENUE LOT 1 LOT 2 THE GATEWAY AT HARMONY ROAD P.U.D. THIRD FILING LOT 3 R evisions No. Date Description By Revisions No. Date Description By 0 SCALE: 1" = 20' 20 10 20 40 1218 W. Ash, Suite A 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 PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME KENSINGTON COMMONS DUTCH BROS COFFEE DEMOLITION PLAN 8/21/2019 1"=20' N/A ES MPO 1380-165-00 4 of 20 M SQUARED, LLC 7303 S. TIMBERLINE ROAD FORT COLLINS, COLORADO 80525 CONTACT: NATE FRARY PRELIMINARY NOT FOR CONSTRUCTION PROP BLDG FFE= 37.30 KENSINGTON DRIVE SOUTH COLLEGE AVENUE LOT 1 BLANKET UE, DE, AE LOT 2 BLANKET UE, DE, AE MASON STREET LOT 1 LOT 2 THE GATEWAY AT HARMONY ROAD P.U.D. THIRD FILING LOT 3 Revisions No. Date Description By Revisions No. Date Description By 0 SCALE: 1" = 20' 20 10 20 40 1218 W. Ash, Suite A 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 PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME KENSINGTON COMMONS DUTCH BROS COFFEE UTILITY PLAN 8/21/2019 1"=20' N/A ES MPO 1380-165-00 6 of 20 M SQUARED, LLC 7303 S. TIMBERLINE ROAD FORT COLLINS, COLORADO 80525 CONTACT: NATE FRARY NOTES: 1. ALL STORM SEWER AND SANITARY SEWER, 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. STORM SEWER PIPE SHALL BE RCP OR ADS N-12 WITH WATER TIGHT JOINTS AS SPECIFIED ON THE PLAN. ALL STORM SEWER SHALL BE INSPECTED BY THE CITY OF FORT COLLINS (COFC). 3. LENGTH OF PIPE IS MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND INCLUDES THE FLARED END SECTION. 4. ALL WATER CONSTRUCTION SHALL CONFORM TO THE CITY OF FORT COLLINS WATER STANDARDS AND SPECIFICATIONS CURRENT AT THE DATE OF APPROVAL OF THE PLANS BY THE CITY OF FORT COLLINS. PROP BLDG FFE= 37.30 KENSINGTON DRIVE SOUTH COLLEGE AVENUE LOT 2 BLANKET UE, DE, AE PROP BLDG FFE= 37.30 SOUTH COLLEGE AVENUE KENSINGTON DRIVE PROP BLDG FFE= 37.30 SOUTH COLLEGE AVENUE KENSINGTON DRIVE Revisions No. Date Description By Revisions No. Date Description By 1218 W. Ash, Suite A 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 PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME KENSINGTON COMMONS DUTCH BROS COFFEE STORM SYSTEM PLAN AND PROFILE 8/21/2019 1"=20' 1"=4' ES MPO 1380-165-00 10 of 20 M SQUARED, LLC 7303 S. TIMBERLINE ROAD FORT COLLINS, COLORADO 80525 CONTACT: NATE FRARY 0 HORIZONTAL SCALE: 1" = VERTICAL SCALE: 1" = 40' 4' 40 20 40 80 Revisions No. Date Description By Revisions No. Date Description By 1218 W. Ash, Suite A 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 PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME KENSINGTON COMMONS DUTCH BROS COFFEE DETAILS 8/21/2019 N/A N/A ES MPO 1380-165-00 13 of 20 M SQUARED, LLC 7303 S. TIMBERLINE ROAD FORT COLLINS, COLORADO 80525 CONTACT: NATE FRARY Revisions No. Date Description By Revisions No. Date Description By 1218 W. Ash, Suite A 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 PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME KENSINGTON COMMONS DUTCH BROS COFFEE DETAILS 8/21/2019 N/A N/A ES MPO 1380-165-00 14 of 20 M SQUARED, LLC 7303 S. TIMBERLINE ROAD FORT COLLINS, COLORADO 80525 CONTACT: NATE FRARY Revisions No. Date Description By Revisions No. Date Description By 1218 W. Ash, Suite A 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 PREPARED FOR PROJ. NO. DATE: SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJECT NAME KENSINGTON COMMONS DUTCH BROS COFFEE DETAILS 8/21/2019 N/A N/A ES MPO 1380-165-00 17 of 20 M SQUARED, LLC 7303 S. TIMBERLINE ROAD FORT COLLINS, COLORADO 80525 CONTACT: NATE FRARY NOTES: 1. ALL STORM SEWER AND WATER 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. STORM SEWER PIPE SHALL BE RCP OR SDR 35 PVC WITH WATER TIGHT JOINTS AS SPECIFIED ON THE PLAN. ALL STORM SEWER SHALL BE INSPECTED BY THE CITY OF FORT COLLINS. 3. LENGTH OF PIPE IS MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. 4. NORTHING AND EASTINGS AND STATIONINGS ARE CENTER OF STRUCTURE UNLESS OTHERWISE NOTED. 5. A MINIMUM VERTICAL CLEARANCE OF 18" SHALL BE MAINTAINED WHEN CROSSING ALL OTHER UTILITIES. 6. 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 PROJECT, 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 FIRST CERTIFICATE OF OCCUPANCY. STORM A NOTE: ALL STORM SEWERS ARE PRIVATELY OWNED AND MAINTAINED STORM B STORM C PRELIMINARY NOT FOR CONSTRUCTION 5. WATER MAINS AND FIRE LINES SHALL BE PVC(C900) AS SPECIFIED BY THE COFC. THE MINIMUM COVER OVER WATER LINES IS 4.5 FEET AND THE MAXIMUM COVER IS 5.5 FEET UNLESS OTHERWISE APPROVED BY THE COFC. 6. ALL WATER SERVICES SHALL BE INSTALLED AT A MINIMUM OF 5 FEET BELOW FINISHED FLOOR ELEVATION AND SHALL BE TYPE K COPPER AS SPECIFIED BY COFC. 7. ALL SANITARY SEWER PIPE SHALL BE PVC (SDR35) UNLESS OTHERWISE NOTED ON THE PLAN. SEWER PIPE SHALL BE AS SPECIFIED BY THE CITY OF FORT COLLINS STANDARD PLANS AND SPECIFICATIONS. 8. 2" FORCE MAIN SHALL BE HDPE PIPE INSTALLED AT A MINIMUM OF 4' BELOW FINISH GRADE WITH TRACER WIRE. 9. EXISTING UTILITIES UNDER PAVERS MAY NEED TO BE LOWERED. CONTRACTOR TO VERIFY HORIZONTAL AND VERTICAL LOCATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALL LOCATION DETAILS OF GAS METERS, ELECTRIC METERS, AND TELEPHONE TERMINALS. 11. 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 THE CITY STREET REPAIR STANDARDS. 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 PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE IMPROVEMENTS AND/OR PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. PRELIMINARY NOT FOR CONSTRUCTION GV GATE VALVE HP HIGH POINT IE IRRIGATION EASEMENT INV INVERT IRR IRRIGATION LF LINEAR FEET LP LOW POINT LT LEFT MH MANHOLE PAE PUBLIC ACCESS EASEMENT PE PEDESTRIAN EASEMENT PERF PERFORATED PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE PCR POINT OF CURB RETURN PI POINT OF INTERSECTION PRC POINT OF REVERSE CURVATURE PT POINT OF TANGENCY PVC POLYVINYL CHLORIDE RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN RT RIGHT SAN SANITARY SEWER SDMH STORM DRAIN MANHOLE STA STATION STM STORM SEWER TC TOP OF CONCRETE TB THRUST BLOCK TBW TOP BACK OF WALK TOF TOP OF FOUNDATION 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 ABBREVIATION LIST PROPOSED STREET LIGHT PROPOSED STORM MANHOLE PROPOSED STORM SEWER PROPOSED WATER CURB STOP/ METER PIT PROPOSED SANITARY SEWER CLEANOUT EXISTING SANITARY SEWER MAIN PROPOSED TELEPHONE EXISTING GAS EXISTING STORM SEWER EXISTING WATER MAIN EXISTING STORM SEWER MANHOLE EXISTING SANITARY SEWER 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 EXISTING TELEPHONE LINE EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT EXISTING WATER VALVE PROPOSED SANITARY SEWER MAIN PROPOSED WATER MAIN EXISTING CONCRETE RIGHT-OF-WAY LINE EXISTING FLOWLINE, CURB & GUTTER EASEMENT LINE PROPOSED FLOWLINE, CURB & GUTTER PROPOSED FENCE/RAILING EXISTING OVERHEAD UTILITY EXISTING STORM SEWER INLET PROPOSED WATER VALVE PROPOSED SANITARY SEWER MANHOLE PROPOSED UTILITY POLE EXISTING STREET LIGHT EXISTING EDGE OF ASPHALT III III III III III III PROPOSED FLARED END SECTION (FES) ARCHITECT r4 Architects 226 Remington STreet Unit 3 Fort Collins, CO 80524 PH. 970.224.0630 Contact: Matt Rankin PLANNER TB Group 444 Mountain Avenue Berhoud, CO 80513 PH. 970.532.5891 Contact: Cathy Mathis ENGINEER Interwest Consulting Group 1218 W. Ash, Suite A Windsor, Colorado 80550 PH. 970.674.3300 Contact: Mike Oberlander SURVEYOR King Surveyors 650 East Garden Drive Windsor, Colorado 80550 PH. 970.686.5011 Contact: Paul Groves 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. INDEX OF SHEETS Sheet No. Description of Sheets PRELIMINARY NOT FOR CONSTRUCTION BENCHMARKS: PROJECT DATUM: NAVD88 BENCHMARK #48-01 APPROXIMATELY 1/2 MILE SOUTH OF HORSETOOTH ROAD, WEST SIDE OF COLLEGE AVENUE AT THE ENTRANCE TO BARNES AND NOBLE BOOKSTORE, IN THE NORTHEAST CORNER OF THEIR PARKING LOT, ON A CONCRETE CURB. ELEVATION=5036.76 BENCHMARK #7-13 NORTHWEST CORNER OF HORSETOOTH RD. AND STOVER ST., ON A CONCRETE TRAFFIC SIGNAL BASE. ELEVATION=5005.69 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 - 3.19'. UTILITY CONTACTS: City of Fort Collins Fort Collins, Colorado 80522 700 Wood Street TELEPHONE SERVICE Century Link 3702 Automation Dr, Suite 106 Fort Collins, Colorado 80525 Contact: Engineering Office NATURAL GAS Xcel Energy 1901 E. Horsetooth Road Contact: Stephanie Rich UTILITIES ENGINEER Fort Collins, Colorado 80525 Matt Simpson Ph. 970.416.2754 LIGHT & POWER Ph. 970.225.7828 Ph. 970.490.7508 COVER SHEET GENERAL NOTES DEMOLITION PLAN HORIZONTAL CONTROL PLAN UTILITY PLAN GRADING PLAN DRAINAGE PLAN EROSION CONTROL PLAN STORM SYSTEM PLAN AND PROFILE DETAILS 1 2 - 3 4 5 6 7 8 9 10 11 - 20 ................................ ................................ ................................ ................................ ................................ ................................ ................................ ................................ ................................ ................................ ................................ ................................ ................................ ................................ Austin Kreager Ph. 970.224.6152