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Home My WebLink AboutGUARDIAN SELF STORAGE - FDP210018 - SUBMITTAL DOCUMENTS - ROUND 2 - UTILITY PLANSCOLLEGE AVENUESITE FAIRWAY LNRAILROAD FOSSIL CRE E K P KW Y A Westrian Company UTILITY PLANS FOR GUARDIAN STORAGE FORT COLLINS A REPLAT OF LOT 1 AND TRACT A, DISCOUNT TIRE AT FOSSIL CREEK LOCATED IN THE SOUTHWEST QUARTER OF SECTION 1, TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO DISCOUNT TIRE AT FOSSIL CREEK FILING TWO SEPTEMBER 2021 JR ENGINEERING, LLC JR ENGINEERING, LLCJR ENGINEERING, LLC GUARDIAN STORAGE FORT COLLINS LLC City of Fort Collins, Colorado UTILITY PLAN APPROVAL DateCity Engineer, DateWater & Wastewater Utility, DateStormwater Utility, DateParks & Recreation, DateTraffic Engineer,Date DateEnvironmental Planner, Approved Sheets Approved Sheets Approved Sheets Approved Sheets Approved Sheets Approved Sheets Know what's below. before you dig.Call R ENGINEER'S STATEMENT PROJECT DATUM: NAVD88 BENCHMARK Y 401: NGS MONUMENT, BEING A 3.5" BRASS CAP STAMPED "Y 401 1984" SET IN A ROCK OUTCROP LOCATED APPROXIMATELY 5.45 MILES SOUTH OF THE INTERSECTION OF U.S. HIGHWAY 287 AND STATE HIGHWAY 14 IN FORT COLLINS, AND 68.9 FEET EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF U.S. HIGHWAY 287. ELEVATION: 4971.96 (NAVD 88). PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (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 DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 DATUM - 3.19'. JR ENGINEERING, LLCDESMONE ARCHITECTS BASIS OF BEARING: THE WEST LINE OF THE SOUTHWEST ONE-QUARTER OF SECTION 1, TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, BEING MONUMENTED AT THE SOUTHWEST CORNER BY A 3.25" ALUMINUM CAP STAMPED "LS 20676" IN A RANGE BOX AND AT THE WEST QUARTER CORNER BY A 2.5" ALUMINUM CAP STAMPED LS 17664 1985 IN A RANGE BOX, BEARING N00°38'26"E AS REFERENCED TO COLORADO STATE PLANE NORTH ZONE. 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. District Engineer Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT A Westrian Company A Westrian Company’ “” ’ ’ ’ “” A Westrian Company A Westrian Company A Westrian Company29,825 GSF EEE E E A Westrian Company” 29,825 GSF EEE E E A Westrian Company” E A Westrian Company29,825 GSF EEE E E A Westrian Company” 29,825 GSF EEE E E A Westrian Company1. MANHOLES FROM STATION 2+00 TO 6+00 ARE TO HAVE LOCKED LIDS. 2. SANITARY SEWER SERVICE TO BE WRAPPED 10-FT EACH SIDE OF CROSSING. 3. ALL STORM DRAIN PIPES CONSTRUCTED IN OUR NEAR GROUNDWATER WILL REQUIRE GASKETED JOINTS DP04 STA 0+00.00 TO 0+92.75 DP01 STA 0+00.00 TO 6+00.00 EEEEHEADWALL PROFILE STA 0+00.00 TO 0+32.95 A Westrian CompanyDP02 PROFILE STA 0+00.00 TO 1+86.05 A Westrian CompanyDP03 PROFILE (1) STA 0+00.00 TO 5+00.00 EEE A Westrian CompanyEDP03 PROFILE (2) STA 5+00.00 TO 7+99.93 A Westrian CompanyDP05 PROFILE STA 0+00.00 TO 5+38.14 DP06 PROFILE STA 0+00.00 TO 0+86.49 29,825 GSF EEE E E A Westrian Company29,825 GSF EEE E E A Westrian Company29,825 GSF EEE E E A Westrian CompanySNEAD DRIVE SNEAD CL PROFILE STA 10+00.00 TO 14+28.06 A Westrian CompanySNEAD DRIVE SNEAD WEST FL PROFILE STA 0+00.00 TO 4+05.49 SEAD EAST FL PROFILE STA 0+00.00 TO 4+39.85 A Westrian Company A Westrian Company29,825 GSF EEE E E A Westrian Company29,825 GSF EEE E E A Westrian Company A Westrian Company A Westrian Company A Westrian Company A Westrian Company A Westrian Company A Westrian Company