HomeMy WebLinkAboutGUARDIAN SELF STORAGE - FDP210018 - SUBMITTAL DOCUMENTS - ROUND 4 - UTILITY PLANSCOLLEGE AVENUESITE
FAIRWAY LNRAILROAD
FOSSIL CRE
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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
DECEMBER 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
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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
EASEMENT APPROVAL:
A Westrian Company
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A Westrian Company
A Westrian Company
A Westrian Company29,825 GSF
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A Westrian Company1. SANITARY SEWER SERVICE TO BE WRAPPED 10-FT EACH SIDE OF CROSSING.
2. ALL STORM DRAIN PIPES CONSTRUCTED IN OUR NEAR GROUNDWATER WILL REQUIRE GASKETED JOINTS
3. CONNECT TO EXISTING HERCP BY REMOVING AND REPLACING LAST SECTION OF EXISTING STORM PIPE.
CONCRETE COLLAR MAY BE REQUIRED IF JOINTS DO NOT SEAL WELL.
DP04 (PRIVATE)
STA 0+00.00 TO 0+92.75
DP01 (PUBLIC)
STA 0+00.00 TO 6+00.00 EEEEHEADWALL PROFILE
STA 0+00.00 TO 0+25.91
A Westrian CompanyDP02 PROFILE
STA 0+00.00 TO 1+86.05
A Westrian CompanyDP03 PROFILE (PUBLIC) (1)
STA 0+00.00 TO 5+00.00
EEE
A Westrian CompanyEDP03 PROFILE (PUBLIC) (2)
STA 5+00.00 TO 7+99.93
X:\3970000.all\3973701\Drawings\Sheet Dwgs\Prel PDP- Utility Plans\3973701DP03-C.dwg, DP03 (2), 12/17/2021 2:07:28 PM, FC
A Westrian CompanyDP05 PROFILE (PRIVATE)
STA 0+00.00 TO 5+38.14
DP06 PROFILE (PRIVATE)
STA 0+00.00 TO 0+86.49
29,825 GSF
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A Westrian Company29,825 GSF
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A Westrian Company29,825 GSF
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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 Company”29,825 GSF
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A Westrian Company
A Westrian Company
A Westrian Company