HomeMy WebLinkAboutREGISTRY RIDGE SEVENTH FILING - REPLAT OF FILINGS TWO & FOUR - PDP - PDP140020 - PLANS - UTILITY PLANSPROJECT SITE
S. SHIELDS STREET
W.
TRILBY ROAD
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TRUXUN DRIVE
PRELIMINARY UTILITY PLANS FOR
REGISTRY RIDGE SEVENTH FILING
BEING A REPLAT OF TRACT B, AND A PORTION OF TRACT A, OF THE REGISTRY RIDGE P.U.D., SECOND FILING AND ALL OF
REGISTRY RIDGE FOURTH FILING, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
JANUARY 2015
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.
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.
KEVIN BRAZELTON, PE #38837 DATE
SCALE: 1"=400'
CERTIFICATION STATEMENT
DISCLAIMER STATEMENT
VICINITY MAP
OWNER / DEVELOPER
BQ, LLC
10221 PRESTWICK TRAIL
LONE TREE, CO 80124
CONTACT: 303-587-1966
PHONE: BOB QUINETTE
CIVIL ENGINEER
UNITED CIVIL DESIGN GROUP, LLC
1501 ACADEMY CT., STE 203
FORT COLLINS, CO 80524
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
CAUTION
CITY OF FORT COLLINS 1/21/2015
U14012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
REGISTRY RIDGE SEVENTH FILING
TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES (CONTINUED)
12. The developer installing signs shall be responsible for locating and protecting all underground utilities.
13. Special care shall be taken in sign location to ensure an unobstructed view of each sign.
14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period, the City
of Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer
determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S standards. All signage and
striping shall fall under the requirements of the two year warranty period for new construction (except fair wear on traffic markings).
15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail.
STANDARD EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN NOTES
1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site.
2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans.
3. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All other
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.
4. At all times during construction, the developer shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently
watered so as to minimize windblown sediment. The developer shall also be responsible for installing and maintaining all erosion control facilities shown
herein.
5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area(s)
required for immediate construction operations, and for the shortest practical period of time.
6. All soils exposed during land disturbing activity (striping, 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 BMPS are 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 city/county.
7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall:
A. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in order to
ensure the continued performance of their intended function.
B. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector.
C. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector.
8. When temporary erosion control measures are removed, the developer shall be responsible for the cleanup and removal of all sediment and debris from all
drainage infrastructure and other public facilities.
9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of way,
and make sure streets and walkways are cleaned at the end of each working day.
10. 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 waters of the United States.
11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and
perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched.
12. The storm water volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and before
turning the maintenance over to the city/county or Homeowners Association (HOA).
13. City ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or
contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, chemicals, oil and
gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the proper containment and
Being a Replat Of Tract B And A Portion of Tract A,
Of The Registry Ridge P.U. D., Second Filing, And Of All Of Registry Ridge Fourth Filing
City Of Fort Collins, County Of Larimer, State Of Colorado
(For Recording Purposes: Part of The Northeast Quarter of Section 15, Township 6 North, Range 69 West of The 6th P.M.)
VICINITY MAP
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KING SURVEYORS
650 E. Garden Drive | Windsor, Colorado 80550
phone: (970) 686-5011 | fax: (970) 686-5821
1
LAND USE TABLE
LOTS (74) 7.661 ACRES 65%
OUTLOTS (3) 2.336 ACRES 20%
TRACTS (4) 0.843 ACRES 7%
RIGHT OF WAY 0.991 ACRES 8%
TOTAL 11.831 ACRES 100%
TRACT A
TRACT B
TRACT C
OUTLOT A
OUTLOT B
OUTLOT C
1
1
1
1 1
1
1
1
1
1
1
1
2
2
2
2 2
2
2
2
2
2
2
2
3
3
3
3
3
3
3
3
3
3
4
4
4
4
4
4
4
4
4
4
5
5
5
5
5
5
5
6
6
6
6
6
TRACT A
5,247 SQ.FT.
0.120 ACRES
OUTLOT A
17,690 SQ.FT.
0.406 ACRES
LOT 1
3,077 SQ.FT.
LOT 2
3,320 SQ.FT.
LOT 3
3,545 SQ.FT.
LOT 4
3,692 SQ.FT.
LOT 5
3,750 SQ.FT.
LOT 6
3,750 SQ.FT.
LOT 1
5,750 SQ.FT.
LOT 2
4,250 SQ.FT.
LOT 3
3,750 SQ.FT.
LOT 4
3,750 SQ.FT.
LOT 1
3,506 SQ.FT.
BLOCK 1
BLOCK 2
OUTLOT A
17,690 SQ.FT.
0.406 ACRES
LEGEND
OUTLOT C
67,261 SQ.FT.
1.544 ACRES
LOT 10
4,790 SQ.FT.
LOT 4
6,927 SQ.FT.
LOT 5
7,358 SQ.FT.
LOT 6
7,414 SQ.FT.
LOT 7
7,138 SQ.FT.
LOT 8
7,113 SQ.FT.
LOT 9
5,744 SQ.FT.
LOT 10
6,291 SQ.FT.
BLOCK 8
KING SURVEYORS
650 E. Garden Drive | Windsor, Colorado 80550
phone: (970) 686-5011 | fax: (970) 686-5821
3
SEE SHEET 4 OF 5
SEE SHEET 4 OF 5
TRACT B
13,744 SQ.FT.
0.316 ACRES
OUTLOT B
16,800 SQ.FT.
0.386 ACRES
4,250 SQ.FT.
LOT 1
3,506 SQ.FT.
LOT 2
3,500 SQ.FT.
LOT 6
3,188 SQ.FT.
LOT 5
3,187 SQ.FT.
LOT 4
3,188 SQ.FT.
LOT 3
4,037 SQ.FT.
LOT 14
3,341 SQ.FT.
LOT 13
3,429 SQ.FT.
LOT 1
3,278 SQ.FT.
LOT 2
3,200 SQ.FT.
LOT 3
3,827 SQ.FT.
LOT 4
3,787 SQ.FT. LOT 5
3,187 SQ.FT.
LOT 6
3,187 SQ.FT.
LOT 7
3,187 SQ.FT.
LOT 8
3,187 SQ.FT.
LOT 9
3,187 SQ.FT.
LOT 10
3,187 SQ.FT.
LOT 11
3,787 SQ.FT.
LOT 12
4,036 SQ.FT.
BLOCK 3
BLOCK 4
BLOCK 4
BLOCK 4
BLOCK 5 BLOCK 9 BLOCK 8
OUTLOT A
17,690 SQ.FT.
0.406 ACRES
BLOCK 9
TRACT B
13,744 SQ.FT.
0.316 ACRES
OUTLOT B
16,800 SQ.FT.
TRACT C
10,023 SQ.FT.
0.230 ACRES
TRACT D
7,723 SQ.FT.
0.177 ACRES
LOT 1
3,921 SQ.FT.
LOT 2
3,865 SQ.FT.
LOT 3
4,037 SQ.FT.
LOT 4
4,117 SQ.FT.
LOT 5
4,125 SQ.FT.
LOT 6
4,125 SQ.FT.
LOT 7
4,125 SQ.FT.
LOT 8
4,489 SQ.FT. LOT 1
4,632 SQ.FT.
LOT 2
4,125 SQ.FT.
LOT 3
4,125 SQ.FT.
LOT 4
4,125 SQ.FT.
LOT 5
4,125 SQ.FT.
LOT 6
4,125 SQ.FT.
LOT 7
4,125 SQ.FT.
LOT 8
4,125 SQ.FT.
LOT 9
4,125 SQ.FT.
LOT 10
4,790 SQ.FT.
LOT 1
5,244 SQ.FT.
LOT 2
3,956 SQ.FT.
LOT 3
4,163 SQ.FT.
LOT 4
4,172 SQ.FT.
LOT 5
4,172 SQ.FT.
LOT 6
4,163 SQ.FT.
LOT 7
3,954 SQ.FT.
LOT 8
5,219 SQ.FT.
LOT 1
5,344 SQ.FT.
LOT 2
APPROXIMATE SAWCUT LIMITS
FOR UTILITY CONSTRUCTION (TYP.)
APPROXIMATE SAWCUT LIMITS
FOR UTILITY CONSTRUCTION (TYP.)
REMOVE EXISTING
TREES (TYP.)
REMOVE EXISTING
ENTRANCE
PROTECT EXISTING
STREET LIGHT
PROTECT EXISTING
TRANSFORMER
EXISTING BUILDING
ENVELOPE TO BE VACATED
EXISTING BUILDING
ENVELOPE TO BE VACATED
EXISTING 1.5" WATER SERVICE
TO BE REMOVED (TYP.)
EXISTING FIRE HYDRANT
EXISTING FIRE HYDRANT
TO BE REMOVED
EXISTING FIRE HYDRANT
EXISTING FIRE HYDRANT
TO BE RELOCATED TO CURB
REMOVE EXISTING CURB
EXISTING BUILDING
ENVELOPE TO BE VACATED
EXISTING BUILDING
ENVELOPE TO BE VACATED
SSMH
RIM=5076.5
INV 5062.3 8" PVC
INV (SE) 5062.1 8" PVC
SSMH
RIM=5072.9
INV (E) 5053.5 10" PVC
INV (S) 5053.6 8" PVC
INV (W) 5058.9 8" PVC
INV (W) 5053.7 8" PVC
SSMH
RIM=5074.0
INV (N) 5060.0 8" PVC
INV (E) 5059.6 8" PVC
INV (W) 5060.0 8" PVC
SSMH
RIM=5076.3
INV (N) 5062.1 4" PVC
INV (E) 5061.6 8" PVC
INV (NW) 5061.9 8" PVC
SSMH
RIM=5078.2
INV (N) 5063.2 8" PVC
INV (E) 5063.5 6" PVC
INV (S) 5063.1 8" PVC
INV (W) 5063.2 8" PVC
SSMH
RIM=5075.4
INV (N) 5060.8 8" PVC
INV (S) 5060.5 8' PVC
SSMH
APPROXIMATE SAWCUT LIMITS
FOR UTILITY CONSTRUCTION (TYP.)
REMOVE EXISTING
TREES (TYP.)
EXISTING FIRE HYDRANT
EXISTING FIRE HYDRANT
TO BE REMOVED
EXISTING FIRE HYDRANT
EXISTING FIRE HYDRANT
TO BE RELOCATED TO CURB
EXISTING BUILDING
ENVELOPE TO BE VACATED
EXISTING BUILDING
ENVELOPE TO BE VACATED
EXISTING BUILDING
ENVELOPE TO BE
VACATED (TYP.)
EXISTING RIGHT-OF-WAY
TO BE VACATED (TYP.)
EXISTING RIGHT-OF-WAY
TO BE VACATED (TYP.)
EXISTING 36" STORM
15' UTILITY, DRAINAGE, GRADING
& LANDSCAPE EASEMENT
30' EXCLUSIVE S. FT. COLLINS
SANITARY SEWER EASEMENT
REC. NO. 99055752
EXISTING 8" SANITARY
SSMH
RIM=5076.5
INV 5062.3 8" PVC
INV (SE) 5062.1 8" PVC
SSMH
RIM=5072.9
INV (E) 5053.5 10" PVC
INV (S) 5053.6 8" PVC
INV (W) 5058.9 8" PVC
INV (W) 5053.7 8" PVC
SSMH
RIM=5065.2
INV (N) 5054.5 8' PVC
INV (W) 5054.8 8" PVC
SSMH
RIM=5074.0
INV (N) 5060.0 8" PVC
INV (E) 5059.6 8" PVC
INV (W) 5060.0 8" PVC
SSMH
RIM=5076.3
INV (N) 5062.1 4" PVC
INV (E) 5061.6 8" PVC
INV (NW) 5061.9 8" PVC
SSMH
RIM=5078.2
INV (N) 5063.2 8" PVC
INV (E) 5063.5 6" PVC
INV (S) 5063.1 8" PVC
INV (W) 5063.2 8" PVC
SSMH
RIM=5063.5
68' ROW
S. SHIELDS STREET
ENTERPRISE DRIVE
NIMITZ DRIVE
BON HOMME RICHARD DRIVE
ENTERPRISE DRIVE
KITTY HAWK COURT
22.25' SAIPAN COURT
EP-EP
TYPE I DRIVEWAY
APPROACH
DRIVE-OVER
CURB & GUTTER (TYP.)
2' CURB CUT
& SIDEWALK CHASE
30' ACCESS, EMERGENCY
ACCESS, UTILITY &
DRAINAGE EASEMENT
STORM INLET
PROPERTY
BOUNDARY (TYP.)
20' EXISTING
DRAINAGE EASEMENT
30' EXISTING
SANITARY EASEMENT
20' EXISTING DRAINAGE EASEMENT
PROPERTY BOUNDARY (TYP.)
STORM INLET
8' UTILITY EASEMENT
2" MILL & OVERLAY
(SEE NOTE 7)
APPROXIMATE SAWCUT
AND PATCH FOR UTILITY
CONSTRUCTION (TYP.)
RECONSTRUCT EXISTING
ENTRANCE WITH UTILITY
CONSTRUCTION
2' CURB CUT
26' ACCESS, EMERGENCY
ACCESS, UTILITY &
DRAINAGE EASEMENT
R=25'
R=15'
RIBBON
CURB (TYP.)
2' CURB CUT
& SIDEWALK CHASE
9' UTILITY EASEMENT
DRIVE OVER
CURB & GUTTER (TYP.)
CONNECT TO & MATCH
EXISTING PAVEMENT
EXISTING DRIVE
15' UTILITY, DRAINAGE, GRADING
AND LANDSCAPE EASEMENT
ROADWAY RECONSTRUCTION
(SEE NOTE 8)
BON HOMME RICHARD DRIVE
36' WIDE DUAL
DRIVEWAY APPROACH
68' ROW
53' ROW
15' UTILITY, DRAINAGE, GRADING
AND LANDSCAPE EASEMENT R=25' R=25'
9' UTILITY EASEMENT
9' UTILITY EASEMENT
2' SIDEWALK CHASE
TYPE I DRIVEWAY APPROACH
DRIVE OVER CURB & GUTTER
4.5' SIDEWALK
30' EXCLUSIVE S. FT. COLLINS
SANITARY SEWER DISTRICT EASEMENT
22.86' UTILITY & DRAINAGE
EASEMENT
PROPERTY BOUNDARY (TYP.)
30' EXCLUSIVE S. FT. COLLINS
SANITARY SEWER DISTRICT EASEMENT
30' UTILITY & DRAINAGE
EASEMENT
POND OUTLET STUCTURE
STORM INLET
STORM INLET
27.67'
EP-EP
DRIVE OVER
CURB & GUTTER
20' ACCESS, EMERGENCY ACCESS,
RIBBON CURB UTILITY & DRAINAGE EASEMENT
16.92'
EP-EP
2' SIDEWALK CHASE
TYPE I DRIVEWAY APPROACH TYPE I DRIVEWAY APPROACH
R=25'
RIBBON CURB
26' ACCESS, EMERGENCY ACCESS,
UTILITY & DRAINAGE EASEMENT
8' UTILITY & PEDESTRIAN
ACCESS EASEMENT
R=25' BOC R=25' BOC
PERMEABLE
PAVERS
DRIVE OVER
CURB & GUTTER
STORM INLET
NIMITZ DRIVE
HORNET DRIVE
ENTERPRISE DRIVE
S. SHIELDS STREET
BON HOMME RICHARD DRIVE
ENTERPRISE DRIVE
NIMITZ DRIVE
POROUS
LANDSCAPE
DETENTION
POROUS
LANDSCAPE
DETENTION
CITY HIGH RISK FLOODWAY
BLOCK 4 BLOCK 4
BLOCK 4
WET TAP EXISTING
10" WATER MAIN
15' UTILITY, LANDSCAPE
& DRAINAGE EASEMENT
EXISTING
10" WATER
68' ROW
FIRE HYDRANT
TO BE RELOCATED
TO CURB
15' UTILITY, LANDSCAPE
& DRAINAGE EASEMENT 15' UTILITY, LANDSCAPE
& DRAINAGE EASEMENT
EXISTING FIRE HYDRANT
REMOVE EXISTING HYDRANT
& CONNECT TO EXISTING 8" MAIN
ENTERPRISE DRIVE
NIMITZ DRIVE
BON HOMME RICHARD DRIVE
WET TAP EXISTING
8" WATER MAIN 8" WATER MAIN
PROPOSED FIRE HYDRANT
12" STORM DRAIN
SANITARY LINE A
(SEE SHEET C400)
30' ACCESS, EMERGENCY ACCESS,
UTILITY & DRAINAGE EASEMENT
CONNECT TO EXISTING MH
EXISTING 8" SANITARY
CONNECT TO EXISTING MH
20' DRAINAGE
EASEMENT
30' UTILITY EASEMENT
SANITARY LINE B
(SEE SHEET C400)
66'
ROW
EXISTING 8" SANITARY
EXISTING 30" STORM DRAIN
WATER
SERVICE (TYP.)
SANITARY
SERVICE (TYP.)
8" WATER MAIN
26' ACCESS, EMERGENCY
ACCESS, UTILITY &
DRAINAGE EASEMENT
PROPOSED
FIRE HYDRANT
EXISTING FIRE HYDRANT
WET TAP EXISTING 8" WATER MAIN
15' UTILITY, LANDSCAPE
& DRAINAGE EASEMENT
S. SHIELDS STREET
BLOCK 1
BLOCK 2
BLOCK 3
BLOCK 4 BLOCK 4
BLOCK 4
BLOCK 5
68' ROW
NIMITZ DRIVE
HORNET DRIVE
ENTERPRISE DRIVE
FIRE HYDRANT
TO BE RELOCATED
TO CURB
WET TAP EXISTING
10" WATER MAIN
15' UTILITY, LANDSCAPE
& DRAINAGE EASEMENT
WATER SERVICE (TYP.)
SANITARY SERVICE (TYP.)
SANITARY LINE A6
(SEE SHEET C401)
20' ACCESS, EMERGENCY ACCESS,
UTILITY & DRAINAGE EASEMENT
REMOVE EXISTING HYDRANT
& CONNECT TO EXISTING 8" MAIN
EXISTING FIRE HYDRANT
S. SHIELDS STREET
EXISTING 36" STORM
22.86' UTILITY & DRAINAGE
EASEMENT
30' EXCLUSIVE S. FT. COLLINS
SANITARY SEWER EASMENT
REC. NO. 99055752
15' UTILITY, LANDSCAPE
& DRAINAGE EASEMENT
15' UTILITY, LANDSCAPE
& DRAINAGE EASEMENT
EXISTING 8" SANITARY
ENTERPRISE DRIVE
NIMITZ
DRIVE
8" WATER MAIN
PROPOSED FIRE HYDRANT
SANITARY LINE A
(SEE SHEET C401)
30' UTILITY & DRAINAGE EASEMENT
24" STORM DRAIN
POROUS
LANDSCAPE
DETENTION
POROUS
LANDSCAPE
DETENTION
24" STORM DRAIN
CONNECT TO EXISTING
8" SANITARY SEWER
53' ROW
8" WATER MAIN
6" UNDER DRAIN
18" STORM DRAIN
PROPOSED FIRE HYDRANT
SANITARY LINE A6
(SEE CHEET C402)
26' ACCESS, EMERGENCY ACCESS,
UTILITY & DRAINAGE EASEMENT
EXISTING FIRE HYDRANT
9+75 10+00 11+00 12+00
STA: 9+75.00
N: 1422329.70
E: 3112802.41
BEGIN SANITARY
SEWER ALIGNMENT
STA: 12+00.00
N: 1422329.70
E: 3113027.41
END SANITARY
SEWER ALIGNMENT
BLOCK 1
BLOCK 2
LOT 1
OUTLOT A
LOT 2
LOT 3
LOT 4
LOT 5 LOT 6
TRACT A
LOT 1
LOT 2
LOT 3 LOT 4
LOT 1
EXISTING 6" SANITARY
SEWER SERVICE
EXISTING 6" SANITARY
SEWER SERVICE
EXISTING 6" SANITARY
SEWER SERVICE
EXISTING 6" SANITARY
SEWER SERVICE
SAIPAN COURT (PRIVATE DRIVE)
30' ACCESS, EMERGENCY ACCESS,
UTILITY & DRAINAGE EASEMENT
5055
5060
5065
5070
5075
5080
5085
5055
5060
5065
5070
5075
5080
5085
9+75 10+00 10+50 11+00 11+50 12+00
EX MH
STA 10+00.00
5,0
INV. IN 5064.10 (E)
EX INV. IN 5062.70 (N)
EX INV. OUT 5062.60 (S)
D = 13.98'
184.57 LF 8" PVC @ 0.75%
MH A1
STA 11+84.57
9+50
10+00
11+00
12+00
13+00
14+00
15+00
15+50
SEE SHEET C402
FOR PROFILE
STA:9+50.00
N=1421211.51
E=3112620.49
BEGIN SANITARY
SEWER ALIGNMENT
STA:15+50.00
N=1421690.33
E=3112389.64
END SANITARY
SEWER ALIGNMENT
NIMITZ DRIVE
HORNET DRIVE
30' UTILITY & DRAINAGE EASMENT
10'
13
7
53' ROW
SEE SHEET C402
FOR PROFILE
EXISTING 8" SANITARY
CABOT COURT
BLOCK 4
BLOCK 7
BLOCK 9
BLOCK 10
LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8
LOT 9
LOT 4 LOT 1 LOT 2
LOT 3
LOT 2
LOT 1
LOT 4
LOT 8
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6
TRACT D
LOT 7
LOT 6
LOT 5
LOT 1 LOT 2 LOT 3 LOT 4
(PRIVATE DRIVE)
5' UTILITY EASEMENT
5' UTILITY EASEMENT
20' ACCESS, EMERGENCY ACCESS,
UTILITY & DRAINAGE EASEMENT
5055
14+00
6+50
7+00
8+00
9+00 10+00 11+00 12+00 13+00
SEE SHEET C401
FOR PROFILE
STA:6+50.00
N=1421651.21
E=3112039.35
BEGIN SANITARY
SEWER ALIGNMENT
STA:14+00.00
N=1421650.05
E=3112789.34
END SANITARY
SEWER ALIGNMENT
26' ACCESS, UTILITY
& DRAINAGE EASEMENT
CABOT COURT (PRIVATE DRIVE) CABOT COURT (PRIVATE DRIVE)
20' ACCESS, UTILITY
& DRAINAGE EASEMENT
ENTERPRISE DRIVE
BLOCK 5
BLOCK 6
BLOCK 9
BLOCK 10
LOT 1 LOT 2 LOT 3 LOT 4
TRACT C
LOT 1 LOT 2
LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8
TRACT D
LOT 7 LOT 8 LOT 9 LOT 10
LOT 6
LOT 5
LOT 1 LOT 2 LOT 3 LOT 4
4' UTILITY EASEMENT
8' UTILITY & PEDESTRIAN
ACCESS EASEMENT
5' UTILITY EASEMENT
5' UTILITY EASEMENT
NIMITZ DRIVE
5055
5060
5065
5070
5075
5080
5085
5055
5060
5065
5070
5075
5080
5085
6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00
MH C6
NIMITZ DRIVE
TERPRISE DR.
26' ACCESS, EMERGENCY
68' ROW
30' EXCLUSIVE S. FT. COLLINS
SANITARY SEWER EASEMENT
22.86' UTILITY, DRAINAGE
GRADING & LANDSCAPE
EASEMENT
30' ACCESS, EMERGENCY ACCESS,
UTILITY & DRAINAGE EASEMENT
26' ACCESS, EMERGENCY
ACCESS, UTILITY &
DRAINAGE EASEMENT
KITTY HAWK COURT
BLOCK 1
BLOCK 2
BLOCK 3
BLOCK 4 BLOCK 4
BLOCK 4
BLOCK 5 BLOCK 9
LOT 1 OUTLOT A
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
TRACT A
LOT 1
LOT 2 LOT 3
LOT 4
LOT 1
LOT 2
LOT 3
LOT 5 LOT 4
LOT 6
TRACT B
LOT 14
LOT 13
OUTLOT B
LOT 1
LOT 2
LOT 1
LOT 4 LOT 5
LOT 6 LOT 7
LOT 8
LOT 9 LOT 10
LOT 11
LOT 12
LOT 10
LOT 9
LOT 5 LOT 6 LOT 7 LOT 8
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10
2' SIDEWALK CHASE
12" STORM DRAIN
12" STORM DRAIN
2' SIDEWALK CHASE
(PRIVATE DRIVE)
KITTY HAWK COURT
(PRIVATE DRIVE)
NIMITZ DRIVE
HORNET DRIVE
CABOT COURT
POROUS
LANDSCAPE
DETENTION
POROUS
LANDSCAPE
DETENTION
ENTERPRISE DR.
26' ACCESS, EMERGENCY
ACCESS, UTILITY&
DRAINAGE EASEMENT
20' ACCESS, UTILITY
& DRAINAGE EASEMENT
53' ROW
68' ROW
30' EXCLUSIVE S. FT. COLLINS
SANITARY SEWER EASEMENT
22.86' UTILITY, DRAINAGE
GRADING & LANDSCAPE
EASEMENT
KITTY HAWK COURT
BLOCK 4 BLOCK 4
BLOCK 4
BLOCK 5
BLOCK 6
BLOCK 7
BLOCK 8
BLOCK 9
BLOCK 10
TRACT B
LOT 14
LOT 13
OUTLOT B
LOT 1
LOT 2
LOT 1
LOT 4 LOT 5
LOT 6 LOT 7
LOT 8
LOT 9 LOT 10
LOT 11
LOT 12
LOT 10
LOT 9
LOT 8
OUTLOT C
LOT 7
LOT 6
LOT 5
LOT 4
LOT 2 LOT 3
LOT 1
LOT 4
LOT 3
LOT 2
LOT 1
LOT 2 LOT 3 LOT 4
LOT 1
5055
5060
5065
5070
5075
5080
5085
5090
5055
5060
5065
5070
5075
5080
5085
5090
EG=
FG=
9+50
EG=
FG=
10+00
EG=5076.1
FG=5076.19
10+50
EG=5075.4
FG=5075.39
11+00
EG=5074.4
FG=5074.62
11+50
EG=5074.1
FG=5073.99
12+00
EG=5073.4
FG=5073.37
12+50
EG=5072.1
FG=5072.74
13+00
EG=5072.4
FG=5072.12
13+50
EG=5072.0
FG=5071.56
14+00
EG=5070.7
FG=5071.52
14+50
EG=5071.8
FG=5071.82
15+00
EG=5071.6
FG=5072.12
15+50
EG=5071.1
FG=5072.52
16+00
EG=5072.7
FG=5073.29
A4
A1
C8 C3
C4
C5
C6
C9
S8
C7
C11
C10
C12
HORNET DRIVE
ENTERPRISE DRIVE
CABOT COURT
NIMITZ DRIVE
(PRIVATE DRIVE)
SAIPAN COURT
PROPOSED
STORM INLET
PROPOSED STORM
DRAIN LINE 5
POROUS LANDSCAPE
DETENTION
PROPOSED STORM
DRAIN LINE 1
PROPOSED
STORM INLETS
PROPOSED
STORM INLET
POROUS LANDSCAPE
DETENTION
CURB CUT AND
SIDEWALK CHASE
CURB CUT AND
SIDEWALK CHASE
CURB CUT AND
SIDEWALK CHASE
PROPOSED STORM
DRAIN LINE 4
PROPOSED POND
OUTLET STRUCTURE
CURB CUT AND
SIDEWALK CHASE
PERMEABLE PAVERS
WITH UNDERDRAIN
CITY HIGH RISK
FLOODWAY
PROPOSED STORM
DRAIN LINE 2
PROPOSED STORM
DRAIN LINE 3
KITTY HAWK COURT
(PRIVATE DRIVE)
(PRIVATE DRIVE) CABOT COURT (PRIVATE DRIVE)
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
CAUTION
CITY OF FORT COLLINS 1/21/2015
U14012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
REGISTRY RIDGE SEVENTH FILING
DRAINAGE PLAN
C800
N/A
CHECKED BY: 60'
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
00 60' 120'
SCALE: 1" = 60'
30'
1. EXISTING UNDERGROUND AND
OVERHEAD PUBLIC AND PRIVATE
UTILITIES AS SHOWN ARE INDICATED
ACCORDING TO THE BEST INFORMATION
AVAILABLE TO THE ENGINEER.
2. VEGETATIVE SWALES, PERMEABLE
PAVERS AND THE POROUS LANDSCAPE
DETENTION SHALL BE MAINTAINED BY
THE PROPERTY OWNER OR HOA AND
FOLLOW APPLICABLE STANDARD
OPERATING PROCEDURES AS SHOWN IN
DRAINAGE REPORT FOR REGISTRY
RIDGE SEVENTH FILING.
LEGEND
NOTES
D-101
BASIN DESIGNATION
BASIN AREA (ACRE)
2 - YR RUNOFF COEFF.
100 - YR RUNOFF COEFF.
BASIN BOUNDARY
DESIGN POINT
FLOW DIRECTION
DRAINAGE SUMMARY
Basin Design
Point
Area
%I C2 C100
Q2 Q100
(acre) (cfs) (cfs)
Proposed Basins -Northeast Site
A1 A1 0.17 49% 0.62 0.78 0.30 1.29
A2 A2 0.43 52% 0.64 0.80 0.79 3.45
A3 A3 0.19 54% 0.65 0.81 0.34 1.50
A4 A4 0.63 18% 0.38 0.48 0.68 2.98
Proposed Basins -North Central Site
B1 B1 0.14 2% 0.25 0.31 0.10 0.45
B2 B2 0.89 57% 0.67 0.84 1.70 7.42
B3 B3 0.48 44% 0.57 0.72 0.78 3.42
B4 B4 0.76 60% 0.71 0.88 1.36 5.92
Existing Basins -Adjacent to North Central Site
1D 1D 0.51 69% 0.76 0.95 1.09 4.77
1E 1E 0.09 48% 0.62 0.77 0.15 0.67
Proposed Basins -South Site
C1 C1 0.62 46% 0.59 0.74 0.75 3.29
C2 C2 0.45 57% 0.67 0.84 0.87 3.78
C3 C3 0.34 59% 0.69 0.86 0.66 2.89
C4 C4 1.14 52% 0.64 0.79 2.07 9.02
C5 C5 0.97 60% 0.69 0.86 1.90 8.31
C6 C6 0.91 33% 0.50 0.62 1.29 5.63
C7 C7 0.31 39% 0.55 0.68 0.35 1.53
C8 C8 0.82 40% 0.55 0.69 1.30 5.66
C9 C9 0.86 36% 0.52 0.65 1.27 5.55
C10 C10 0.71 29% 0.47 0.59 0.95 4.13
C11 C11 0.88 22% 0.41 0.51 1.03 4.47
C12 C12 0.13 2% 0.25 0.31 0.09 0.38
Onsite
Total 11.83 43% 0.56 0.70 18.58 81.08
16+50
EG=5072.7
FG=5074.16
17+00
EG=5073.3
FG=5074.86
17+50
EG=5073.8
FG=5074.80
18+00
EG=5074.8
FG=5074.04
18+50
EG=5074.1
FG=
19+00
EG=
FG=
19+50
PVI STA = 10+48.12
PVI ELEV = 5076.22
PVI STA = 18+79.52
PVI ELEV = 5073.66
PVI STA = 18+71.53
PVI ELEV = 5073.66
110.0' VC
HIGH PT EL: 5074.93
HIGH PT STA: 17+71.53
PVI STA: 17+71.53
PVI EL: 5075.41
AD: 3.50
K: 31.43
BVCS: 17+16.53
BVCE: 5074.45
EVCS: 18+26.53
EVCE: 5074.45
75.0' VC
PVI STA: 16+00.59
PVI EL: 5072.42
AD: 1.15
K: 65.22
BCVS: 15+63.09
BVCE: 5072.20
ECVS: 16+38.09
EVCE: 5073.08
75.0' VC
LOW PT EL: 5071.46
LOW PT STA: 14+28.10
PVI STA: 14+14.93
PVI EL: 5071.31
AD: 1.85
K: 40.54
BCVS: 13+77.43
BVCE: 5071.78
ECVS: 14+52.43
EVCE: 5071.53
PROPOSED GRADE
EXISTING GROUND
STA: 14+25.97
INV.= 5067.68'
24" STORM DRAIN
-1.60%
-1.25%
-1.75%
0.60%
1.75%
11+00 10+00 9+50
12+00
13+00
14+00 15+00
16+00
17+00
18+00 19+00 19+50
STA: 9+50.00
N: 1421851.49
E: 3112382.34
BEGIN ALIGNMENT
STA: 19+49.88
N: 1421846.87
E: 3112823.41
END ALIGNMENT
1
(
¨
=
9
0
12
'
14
"
L
=
25
9
.
7
7
,
R
=
16
5
.
0
0
6
(
¨
=
8
9
4
7
'
4
6
"
L
=
2
5
8
.
5
9,
R
=
1
65
.
0
0
6
(
STA: 10+48.12
BEGIN CONSTRUCTION
MATCH EXISTING
BON HOMME RICHARD DRIVE
N: 1421753.37
E: 3112382.34
STA: 18+80.08
END CONSTRUCTION
MATCH EXISTING
BON HOMME RICHARD DRIVE
N: 1421777.07
E: 3112823.41
27.67'
EP-EP
NIMITZ DRIVE
ENTERPRISE DRIVE
53' ROW
HORNET DRIVE
CABOT COURT
68' ROW
30' EXCLUSIVE S. FT. COLLINS
SANITARY SEWER EASEMENT
REC. NO. 99055752
BLOCK 4
BLOCK 5
BLOCK 6
BLOCK 7 BLOCK 8
BLOCK 9
BLOCK 10
LOT 3 LOT 4
LOT 5 LOT 6
LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12
LOT 10
LOT 9
LOT 8
OUTLOT C
LOT 7
LOT 6
LOT 5
LOT 4
LOT 3
LOT 4 LOT 1 LOT 2
LOT 3
LOT 2
LOT 1
LOT 1 LOT 2 LOT 3 LOT 4
TRACT C
LOT 1 LOT 2
LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8
LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8
LOT 1
TRACT D
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10
(PRIVATE DRIVE) CABOT COURT (PRIVATE DRIVE)
CENTERLINE
13.83'
EP-EP
13.83'
EP-EP
NOT TO SCALE
4.5'
SW
31" DRIVE-OVER
CURB AND GUTTER
HORNET DRIVE TYPICAL
STREET SECTION
7'
PKWY
4.5'
SW
7'
PKWY
53'
ROW
30'
FL-FL
2% MIN.
2% MIN.
2% MIN.
2% MIN.
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
CAUTION
CITY OF FORT COLLINS 1/21/2015
U14012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
REGISTRY RIDGE SEVENTH FILING
LEGEND
NOTES
1. EXISTING UNDERGROUND AND OVERHEAD
PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE
INDICATED ACCORDING TO THE BEST
INFORMATION AVAILABLE TO THE ENGINEER.
THE ENGINEER DOES NOT GUARANTEE THE
ACCURACY OF SUCH INFORMATION. EXISTING
UTILITY MAINS AND SERVICES MAY NOT BE
STRAIGHT LINES OR AS INDICATED ON THESE
DRAWINGS. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES
(PUBLIC AND PRIVATE) PRIOR TO ANY
CONSTRUCTION TO VERIFY EXACT UTILITY
LOCATIONS.
2. THE PROPOSED CONSTRUCTION WILL BE IN
CLOSE PROXIMITY TO SEVERAL
UNDERGROUND UTILITIES. THE CONTRACTOR
SHALL COORDINATE WITH ALL UTILITY
PROVIDERS PRIOR TO AND DURING
CONSTRUCTION TO MINIMIZE SERVICE
INTERRUPTIONS TO SURROUNDING BUILDINGS
OR PROPERTIES.
3. PAVEMENT SECTION INFORMATION FOR ALL
PAVEMENT WITHIN PUBLIC RIGHT-OF-WAY
SHALL BE APPROVED BY THE CITY OF
LOVELAND WITH A FINAL PAVEMENT DESIGN
REPORT DURING CONSTRUCTION PER LARIMER
COUNTY URBAN AREA STREET STANDARDS
(LCUASS) SECTION 10.2.
4. SEE HORIZONTAL CONTROL PLAN FOR
REFERENCE VALUES FOR COORDINATES
SHOWN.
LOT LINES / R.O.W.
EASEMENT LINES
CENTERLINE
PROPOSED CURB & GUTTER
S. SHIELDS STREET
BON HOMME RICHARD DRIVE
ENTERPRISE DRIVE
NIMITZ DRIVE
TRUXUN DRIVE
VINSON STREET
KEYMAP
0 50' 100'
SCALE: 1" = 50'
25'
HORNET DRIVE CENTERLINE
STREET PLAN & PROFILE
C700
5'
50'
HORNET DRIVE CENTERLINE
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
TRACT C
LOT 1 LOT 2
LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8
LOT 6 LOT 7 LOT 8
LOT 5
LOT 1 LOT 2 LOT 3 LOT 4
TRACT D
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10
PERMEABLE PAVERS
6" UNDER DRAIN
18" STORM DRAIN
CURB CUT
& SIDEWALK CHASE CURB CUT
& SIDEWALK CHASE
POND OUTLET STRUCTURE
24" STORM DRAIN
CITY HIGH RISK FLOODWAY
2' SIDEWALK CHASE
(PRIVATE DRIVE)
KITTY HAWK COURT
(PRIVATE DRIVE)
(PRIVATE DRIVE) CABOT COURT (PRIVATE DRIVE)
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
CAUTION
CITY OF FORT COLLINS 1/21/2015
U14012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
REGISTRY RIDGE SEVENTH FILING
OVERLOT GRADING
& EROSION CONTROL PLAN SOUTH
C601
N/A
CHECKED BY: 40'
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
LEGEND
5124
5124
PROPOSED 1' CONTOUR
EXISTING 1' CONTOUR
STORM SEWER
STORM INLET
NOTES
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS
SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE
TO THE ENGINEER.
2. VEGETATIVE SWALES, PERMEABLE PAVERS AND THE POROUS LANDSCAPE
DETENTION SHALL BE MAINTAINED BY THE PROPERTY OWNER OR HOA AND
FOLLOW APPLICABLE STANDARD OPERATING PROCEDURES AS SHOWN IN
DRAINAGE REPORT FOR REGISTRY RIDGE SEVENTH FILING.
3. SPOT ELEVATIONS SHOWN ARE TO FLOWLINE, EDGE OF WALK, OR LOT
CORNER UNLESS OTHERWISE NOTED.
4. ALL DISTURBED AREAS NOT PAVED SHALL BE REVEGETATED PER THE
LANDSCAPE PLANS.
SILT FENCE
VEHICLE TRACKING
CONTROL PAD
RIPRAP
WATTLE DIKE
CONCRETE
WASHOUT AREA -
FINAL LOCATION
TO BE DETERMINED
BY CONTRACTOR
SLOPE PROTECTION
(SEE EROSION
CONTROL NOTE 5)
DROP INLET
PROTECTION
TURF
REINFORCEMENT
MAT
POROUS LANDSCAPE
DETENTION
ROCK SOCK
S. SHIELDS STREET
BON HOMME RICHARD DRIVE
ENTERPRISE DRIVE
NIMITZ DRIVE
TRUXUN DRIVE
VINSON STREET
KEYMAP
CONSTRUCTION
FENCE
TEMPORARY
SEDIMENT BASIN
EROSION CONTROL SEQUENCING
EROSION CONTROL NOTES
0 40' 80'
SCALE: 1" = 40'
20'
1. THE SITE WILL BE LANDSCAPED TO FINAL STABILIZATION. SEE FINAL LANDSCAPE PLAN
FOR DETAILS.
2. REFER TO SHEET C001 FOR STANDARD EROSION AND SEDIMENT CONTROL
CONSTRUCTION PLAN NOTES.
3. EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS
SHALL FOLLOW CITY REGULATIONS.
4. IN ADDITION TO THE EROSION CONTROL MEASURES SHOWN ON THIS DRAWING, THE
CONTRACTOR SHALL COORDINATE WITH, AND UPDATE AS REQUIRED, THE
STORMWATER MANAGEMENT PLAN (SWMP) FOR THIS PROJECT.
5. CONTRACTOR TO TERRACE SLOPES USING A "TRACKED" VEHICLE, RUN PERPENDICULAR
TO SLOPE TO INHIBIT RILL/GULLEY EROSION, CONTRACTOR MAY USE OTHER
WINDROW-TYPE METHODS AS APPROVED BY ENGINEER. TYPICAL ALL SLOPES, REPEAT
AS NECESSARY UNTIL LANDSCAPING IS INSTALLED.
6. ANY AREAS USED FOR STOCKPILING AND/OR STAGING SHOULD ALSO HAVE SEDIMENT
AND EROSION CONTROL MEASURES AS NECESSARY. THESE AREAS SHOULD BE
LOCATED AT LEAST 100' AWAY FROM DRAINAGE WAYS. THE SWMP SHOULD BE UPDATED
TO SHOW THESE AREAS AND SEDIMENT AND EROSION CONTROL ITEMS. THE ITEMS MAY
INCLUDE BUT ARE NOT LIMITED TO VEHICLE TRACKING CONTROL, SILT FENCE,
CONSTRUCTION FENCE, CONCRETE WASHOUT, AND SEDIMENT TRAP.
7. SOIL AMENDMENTS SHALL BE INCORPORATED IN ALL LANDSCAPE AREAS TO A DEPTH OF
6" AT A RATE OF 3 CUBIC YARDS PER 1000 SQUARE FEET OF AREA -OR- 4" OF LOOSE
TOPSOIL IMPORTED ONTO THE SITE OVER 4" OF LOOSENED SUBGRADE SOILS. REFER
TO CITY OF FORT COLLINS CODE SECTIONS 12-130 THROUGH 12-132.
8. TEMPORARY SEEDING SHALL BE UTILIZED IN THE EVENT THAT A GRADED AREA IS
EXPOSED LONGER THAN 30 DAYS. THE SITE SHALL BE SEEDED WITH 100% SMOOTH
BROME AT A MINIMUM APPLICATION RATE OF 30 PLS/LBS/ACRE.
9. A COMMERCIAL FERTILIZER WITH THE FOLLOWING SPECS SHALL BE USED:
PROJECT:
BEST MANAGEMENT PRACTICE ITEM:
PRESERVE EXISTING VEGETATION
SILT FENCE
VEHICLE TRACKING CONTROL
STAGING AREAS
CONCRETE WASHOUT AREA
CURB INLET PROTECTION (RS)
SWALE AND SLOPE PROTECTION
SIDEWALK CHASE FILTER
PHASE OF
CONSTRUCTION
SAIPAN COURT
(PRIVATE DRIVE)
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
CAUTION
CITY OF FORT COLLINS 1/21/2015
U14012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
REGISTRY RIDGE SEVENTH FILING
OVERLOT GRADING
& EROSION CONTROL PLAN NORTH
C600
N/A
CHECKED BY: 40'
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
0 40' 80'
SCALE: 1" = 40'
20'
LEGEND
5124
5124
PROPOSED 1' CONTOUR
EXISTING 1' CONTOUR
STORM SEWER
STORM INLET
NOTES
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS
SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE
TO THE ENGINEER.
2. VEGETATIVE SWALES, PERMEABLE PAVERS AND THE POROUS LANDSCAPE
DETENTION SHALL BE MAINTAINED BY THE PROPERTY OWNER OR HOA AND
FOLLOW APPLICABLE STANDARD OPERATING PROCEDURES AS SHOWN IN
DRAINAGE REPORT FOR REGISTRY RIDGE SEVENTH FILING.
3. SPOT ELEVATIONS SHOWN ARE TO FLOWLINE, EDGE OF WALK, OR LOT
CORNER UNLESS OTHERWISE NOTED.
4. ALL DISTURBED AREAS NOT PAVED SHALL BE REVEGETATED PER THE
LANDSCAPE PLANS.
SILT FENCE
VEHICLE TRACKING
CONTROL PAD
RIPRAP
WATTLE DIKE
CONCRETE
WASHOUT AREA -
FINAL LOCATION
TO BE DETERMINED
BY CONTRACTOR
SLOPE PROTECTION
(SEE EROSION
CONTROL NOTE 5)
DROP INLET
PROTECTION
TURF
REINFORCEMENT
MAT
POROUS LANDSCAPE
DETENTION
ROCK SOCK
S. SHIELDS STREET
BON HOMME RICHARD DRIVE
ENTERPRISE DRIVE
NIMITZ DRIVE
TRUXUN DRIVE
VINSON STREET
KEYMAP
CONSTRUCTION
FENCE
TEMPORARY
SEDIMENT BASIN
PROJECT:
BEST MANAGEMENT PRACTICE ITEM:
PRESERVE EXISTING VEGETATION
SILT FENCE
VEHICLE TRACKING CONTROL
STAGING AREAS
CONCRETE WASHOUT AREA
CURB INLET PROTECTION (RS)
SWALE AND SLOPE PROTECTION
SIDEWALK CHASE FILTER
PHASE OF
CONSTRUCTION
EROSION CONTROL SEQUENCING
EROSION CONTROL NOTES
1. THE SITE WILL BE LANDSCAPED TO FINAL STABILIZATION. SEE FINAL LANDSCAPE PLAN
FOR DETAILS.
2. REFER TO SHEET C001 FOR STANDARD EROSION AND SEDIMENT CONTROL
CONSTRUCTION PLAN NOTES.
3. EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS
SHALL FOLLOW CITY REGULATIONS.
4. IN ADDITION TO THE EROSION CONTROL MEASURES SHOWN ON THIS DRAWING, THE
CONTRACTOR SHALL COORDINATE WITH, AND UPDATE AS REQUIRED, THE
STORMWATER MANAGEMENT PLAN (SWMP) FOR THIS PROJECT.
5. CONTRACTOR TO TERRACE SLOPES USING A "TRACKED" VEHICLE, RUN PERPENDICULAR
TO SLOPE TO INHIBIT RILL/GULLEY EROSION, CONTRACTOR MAY USE OTHER
WINDROW-TYPE METHODS AS APPROVED BY ENGINEER. TYPICAL ALL SLOPES, REPEAT
AS NECESSARY UNTIL LANDSCAPING IS INSTALLED.
6. ANY AREAS USED FOR STOCKPILING AND/OR STAGING SHOULD ALSO HAVE SEDIMENT
AND EROSION CONTROL MEASURES AS NECESSARY. THESE AREAS SHOULD BE
LOCATED AT LEAST 100' AWAY FROM DRAINAGE WAYS. THE SWMP SHOULD BE UPDATED
TO SHOW THESE AREAS AND SEDIMENT AND EROSION CONTROL ITEMS. THE ITEMS MAY
INCLUDE BUT ARE NOT LIMITED TO VEHICLE TRACKING CONTROL, SILT FENCE,
CONSTRUCTION FENCE, CONCRETE WASHOUT, AND SEDIMENT TRAP.
7. SOIL AMENDMENTS SHALL BE INCORPORATED IN ALL LANDSCAPE AREAS TO A DEPTH OF
6" AT A RATE OF 3 CUBIC YARDS PER 1000 SQUARE FEET OF AREA -OR- 4" OF LOOSE
TOPSOIL IMPORTED ONTO THE SITE OVER 4" OF LOOSENED SUBGRADE SOILS. REFER
TO CITY OF FORT COLLINS CODE SECTIONS 12-130 THROUGH 12-132.
8. TEMPORARY SEEDING SHALL BE UTILIZED IN THE EVENT THAT A GRADED AREA IS
EXPOSED LONGER THAN 30 DAYS. THE SITE SHALL BE SEEDED WITH 100% SMOOTH
BROME AT A MINIMUM APPLICATION RATE OF 30 PLS/LBS/ACRE.
9. A COMMERCIAL FERTILIZER WITH THE FOLLOWING SPECS SHALL BE USED:
STA 10+00.00
5,0
INV. IN 5060.19 (W)
INV. OUT 5059.99 (S)
INV. OUT 5061.49 (E)
D = 14.47'
MH C6.1(W)
STA 6+80.00
5,0
INV. OUT 5061.63 (E)
D = 10.11'
320.00 LF 8" PVC @ 0.45%
PROPOSED GRADE
EXISTING GROUND
STA: 9+89.00
INV.= 5069.51'
8" WATER
375.00 LF 8" PVC @ 0.80%
MH C6.1(E)
STA 13+75.00
5,0
INV. IN 5064.49 (W)
D = 10.77'
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
CAUTION
CITY OF FORT COLLINS 1/21/2015
U14012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
REGISTRY RIDGE SEVENTH FILING
0 30' 60'
SCALE: 1" = 30'
15'
SANITARY SEWER PLAN & PROFILE
LINE C6
C402
3'
30'
SANITARY SEWER LINE C6
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE
UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST
INFORMATION AVAILABLE TO THE ENGINEER.
3. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND
VERIFYING ELEVATIONS OF ALL EXISTING SEWER MAINS, WATER MAINS,
CURBS, GUTTERS AND OTHER UTILITIES AT THE POINTS OF CONNECTION
SHOWN ON THE PLANS, AND AT ANY UTILITY CROSSINGS PRIOR TO
INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS
AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL
COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW
FINISHED GRADE IN PAVED AREAS.
4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION
BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES.
5. SANITARY SEWER MAINS AND SERVICES SHALL BE SDR-35 PVC.
6. SANITARY SEWER SERVICES ARE 4" IN SIZE UNLESS NOTED OTHERWISE.
7. SEE HORIZONTAL CONTROL PLAN FOR REFERENCE VALUES FOR
COORDINATES SHOWN.
LOT LINES / R.O.W.
EASEMENT LINES
CENTERLINE
LEGEND
NOTES
SANITARY SEWER M.H.
FIRE HYDRANT
STORM DRAIN PIPE
SANITARY SEWER
STORM DRAIN INLET
STORM DRAIN M.H.
WATER LINE BENDS
THRUST BLOCK
GATE VALVE
PROPOSED UTILITIES
8" WATER LINE
WATER SERVICE
SANITARY SERVICE
STORM DRAIN INLET
MAPPING
EXISTING UTILITIES
WATER LINE
SANITARY SEWER
STORM DRAIN PIPE
SANITARY SEWER M.H.
SANITARY SEWER M.H.
LIGHT POLE
S. SHIELDS STREET
BON HOMME RICHARD DRIVE
ENTERPRISE DRIVE
NIMITZ DRIVE
TRUXUN DRIVE
VINSON STREET
KEYMAP
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
5060
5065
5070
5075
5080
5085
5055
5060
5065
5070
5075
5080
5085
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50
MH C6
STA 15+09.72
5,0
INV. IN 5060.19 (W)
INV. OUT 5059.99 (S)
INV. OUT 5061.49 (E)
D = 14.47'
8" PVC
24.41 LF
@ 0.45%
MH C5
STA 14+85.30
5,0
INV. IN 5059.88 (N)
INV. OUT 5059.68 (SE)
D = 14.55'
87.18 LF 8" PVC @ 0.45%
MH C4
STA 13+98.12
5,0
INV. IN 5059.29 (NW)
INV. OUT 5059.09 (SE)
D = 14.03'
63.47 LF 8" PVC @ 0.45%
MH C3
STA 13+34.65
5,0
INV. IN 5058.81 (NW)
INV. OUT 5058.61 (E)
D = 13.70'
80.41 LF 8" PVC @ 0.45%
MH C2
STA 12+54.25
5,0
INV. IN 5058.24 (W)
INV. OUT 5058.04 (S)
D = 13.42'
190.25 LF 8" PVC @ 0.45%
MH C1
STA 10+64.00
5,0
INV. IN 5057.19 (N)
INV. OUT 5056.99 (SE)
D = 8.06'
EX MH
STA 10+00.00
5,0
INV. IN 5056.70 (NW)
EX. INV. IN 5056.50 (W)
EX. INV. OUT 5056.50 (E)
D = 5.28'
64.00 LF 8" PVC @ 0.45%
PROPOSED GRADE
EXISTING GROUND
STA: 10+73.02
INV.= 5061.57'
6" UNDER DRAIN
STA: 12+44.25
INV.= 5066.26'
8" WATER
CORE DRILL AND CONNECT
TO EXISTING MANHOLE
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
CAUTION
CITY OF FORT COLLINS 1/21/2015
U14012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
REGISTRY RIDGE SEVENTH FILING
0 30' 60'
SCALE: 1" = 30'
15'
SANITARY SEWER PLAN & PROFILE
LINE C
C401
3'
30'
SANITARY SEWER LINE C
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE
UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST
INFORMATION AVAILABLE TO THE ENGINEER.
3. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND
VERIFYING ELEVATIONS OF ALL EXISTING SEWER MAINS, WATER MAINS,
CURBS, GUTTERS AND OTHER UTILITIES AT THE POINTS OF CONNECTION
SHOWN ON THE PLANS, AND AT ANY UTILITY CROSSINGS PRIOR TO
INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS
AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL
COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW
FINISHED GRADE IN PAVED AREAS.
4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION
BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES.
5. SANITARY SEWER MAINS AND SERVICES SHALL BE SDR-35 PVC.
6. SANITARY SEWER SERVICES ARE 4" IN SIZE UNLESS NOTED OTHERWISE.
7. SEE HORIZONTAL CONTROL PLAN FOR REFERENCE VALUES FOR
COORDINATES SHOWN.
LOT LINES / R.O.W.
EASEMENT LINES
CENTERLINE
LEGEND
NOTES
SANITARY SEWER M.H.
FIRE HYDRANT
STORM DRAIN PIPE
SANITARY SEWER
STORM DRAIN INLET
STORM DRAIN M.H.
WATER LINE BENDS
THRUST BLOCK
GATE VALVE
PROPOSED UTILITIES
8" WATER LINE
WATER SERVICE
SANITARY SERVICE
STORM DRAIN INLET
MAPPING
EXISTING UTILITIES
WATER LINE
SANITARY SEWER
STORM DRAIN PIPE
SANITARY SEWER M.H.
SANITARY SEWER M.H.
LIGHT POLE
S. SHIELDS STREET
BON HOMME RICHARD DRIVE
ENTERPRISE DRIVE
NIMITZ DRIVE
TRUXUN DRIVE
VINSON STREET
KEYMAP
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
5,0
INV. OUT 5065.48 (W)
D = 10.57'
PROPOSED GRADE
EXISTING GROUND
CORE DRILL AND CONNECT
TO EXISTING MANHOLE
5055
5060
5065
5070
5075
5080
5085
5055
5060
5065
5070
5075
5080
5085
9+75 10+00 10+50 11+00
EX MH
STA 10+00.00
5,0
INV. IN 5065.74 (SE)
EX INV. IN 5064.10 (E)
EX. INV. IN 5064.00 (SW)
EX INV. OUT 5064.00 (N)
D = 13.60'
82.00 LF 8" PVC @ 1.00%
MH B1
STA 10+82.00
5,0
INV. OUT 5066.56 (NW)
D = 10.84'
STA: 10+22.99
INV.= 5073.02'
PROP. 12" STORM DRAIN
PROPOSED GRADE
EXISTING GROUND
CORE DRILL AND CONNECT TO
EXISTING MANHOLE. GROUT FILL
THE EXISTING 6" INVERT TO THE EAST
9+75
10+00
11+00
STA: 9+75.00
N: 1422217.83
E: 3112610.56
BEGIN SANITARY
SEWER ALIGNMENT
STA: 11+00.00
N: 1422117.55
E: 3112685.17
END SANITARY
SEWER ALIGNMENT
BLOCK 3
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
TRACT B
OUTLOT B
(PRIVATE DRIVE)
KITTY HAWK COURT
26' ACCESS, EMERGENCY ACCESS,
UTILITY & DRAINAGE EASEMENT
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
CAUTION
CITY OF FORT COLLINS 1/21/2015
U14012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
REGISTRY RIDGE SEVENTH FILING
0 30' 60'
SCALE: 1" = 30'
15'
SANITARY SEWER PLAN & PROFILE
LINE A & LINE B
C400
3'
30'
SANITARY SEWER LINE A
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE
UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST
INFORMATION AVAILABLE TO THE ENGINEER.
3. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND
VERIFYING ELEVATIONS OF ALL EXISTING SEWER MAINS, WATER MAINS,
CURBS, GUTTERS AND OTHER UTILITIES AT THE POINTS OF CONNECTION
SHOWN ON THE PLANS, AND AT ANY UTILITY CROSSINGS PRIOR TO
INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS
AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL
COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW
FINISHED GRADE IN PAVED AREAS.
4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION
BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES.
5. SANITARY SEWER MAINS AND SERVICES SHALL BE SDR-35 PVC.
6. SANITARY SEWER SERVICES ARE 4" IN SIZE UNLESS NOTED OTHERWISE.
7. SEE HORIZONTAL CONTROL PLAN FOR REFERENCE VALUES FOR
COORDINATES SHOWN.
LOT LINES / R.O.W.
EASEMENT LINES
CENTERLINE
LEGEND
NOTES
SANITARY SEWER M.H.
FIRE HYDRANT
STORM DRAIN PIPE
SANITARY SEWER
STORM DRAIN INLET
STORM DRAIN M.H.
WATER LINE BENDS
THRUST BLOCK
GATE VALVE
PROPOSED UTILITIES
8" WATER LINE
WATER SERVICE
SANITARY SERVICE
STORM DRAIN INLET
MAPPING
EXISTING UTILITIES
WATER LINE
SANITARY SEWER
STORM DRAIN PIPE
SANITARY SEWER M.H.
SANITARY SEWER M.H.
LIGHT POLE
S. SHIELDS STREET
BON HOMME RICHARD DRIVE
ENTERPRISE DRIVE
NIMITZ DRIVE
TRUXUN DRIVE
VINSON STREET
KEYMAP
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
SANITARY SEWER LINE B
EXISTING
10" WATER
BON HOMME RICHARD DRIVE
BON HOMME RICHARD DRIVE
BLOCK 4 BLOCK 4
BLOCK 4
BLOCK 5
BLOCK 6
BLOCK 7 BLOCK 8
BLOCK 9
BLOCK 10
TRACT B
LOT 14
LOT 13
OUTLOT B
LOT 1
LOT 2
LOT 3 LOT 4
LOT 5 LOT 6
LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12
LOT 10
LOT 9
LOT 8
OUTLOT C
LOT 7
LOT 6
LOT 5
LOT 4
LOT 3
LOT 1 LOT 2
LOT 4
LOT 3
LOT 2
LOT 1
LOT 1 LOT 2 LOT 3 LOT 4
TRACT C
LOT 1 LOT 2
LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8
LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8
LOT 1
TRACT D
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10
(PRIVATE DRIVE)
KITTY HAWK COURT
CABOT COURT (PRIVATE DRIVE)
8' UTILITY & PEDESTRIAN
ACCESS EASEMENT
4' UTILITY EASEMENT
CABOT COURT (PRIVATE DRIVE)
5' UTILITY EASEMENT
5' UTILITY EASEMENT
STREET LIGHT
SANITARY SEWER EASEMENT
SHALL BE LANDSCAPED WITH
NON-IRRIGATED PLANTING. REFER
TO THE LANDSCAPE PLANS
FOR DETAILS
SANITARY SEWER EASEMENT
SHALL BE LANDSCAPED WITH
NON-IRRIGATED PLANTING. REFER
TO THE LANDSCAPE PLANS
FOR DETAILS
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
CAUTION
CITY OF FORT COLLINS 1/21/2015
U14012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
REGISTRY RIDGE SEVENTH FILING
UTILITY PLAN SOUTH
C301
N/A
CHECKED BY: 40'
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
0 40' 80'
SCALE: 1" = 40'
20'
LOT LINES / R.O.W.
EASEMENT LINES
CENTERLINE
LEGEND
SANITARY SEWER M.H.
FIRE HYDRANT
STORM DRAIN PIPE
SANITARY SEWER
STORM DRAIN INLET
WATER LINE BENDS
THRUST BLOCK
GATE VALVE
PROPOSED UTILITIES
8" WATER LINE
WATER SERVICE
SANITARY SERVICE
STORM END SECTION
MAPPING
EXISTING UTILITIES
WATER LINE
SANITARY SEWER
STORM DRAIN PIPE
SANITARY SEWER M.H.
SANITARY SEWER M.H.
GAS LINE
ELECTRIC LINE
STREET LIGHT
S. SHIELDS STREET
BON HOMME RICHARD DRIVE
ENTERPRISE DRIVE
NIMITZ DRIVE
TRUXUN DRIVE
VINSON STREET
KEYMAP
NOTES
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE
UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST
INFORMATION AVAILABLE TO THE ENGINEER.
2. WATER SERVICE PROVIDED BY FORT COLLINS-LOVELAND WATER
DISTRICT. SANITARY SERVICE PROVIDED BY SOUTH FORT COLLINS
SANITATION DISTRICT. SEE THE CONSTRUCTION SPECIFICATIONS.
3. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND
VERIFYING ELEVATIONS OF ALL EXISTING SEWER MAINS, WATER
MAINS, CURBS, GUTTERS AND OTHER UTILITIES AT THE POINTS OF
CONNECTION SHOWN ON THE PLANS, AND AT ANY UTILITY
CROSSINGS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS.
IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED,
THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO
MODIFY THE DESIGN.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW
FINISHED GRADE IN PAVED AREAS.
4. MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 5.0'.
MAXIMUM COVER SHALL BE 6.0'.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION
BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES.
6. ALL WATER SERVICES REQUIRE METER PIT INSTALLATION. METER
PITS SHALL BE LOCATED ONE FOOT INSIDE THE UTILITY EASEMENT
FROM THE PROPERTY LINE.
7. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY
REPRESENTED AND ARE NOT TO SCALE.
8. SANITARY SEWER MAINS AND SERVICES SHALL BE SDR-35 PVC.
9. WATER MAINS AND FIRE SERVICES SHALL BE AWWA C-900 PVC.
WATER SERVICES SHALL BE 3/4" TYPE K COPPER.
10. SANITARY SERVICES TO EXISTING MAINS SHALL BE MADE WITH
INSERTA TEES.
BLOCK 9
LOT 1
OUTLOT A
LOT 2
LOT 3
LOT 4
LOT 5 LOT 6
TRACT A
LOT 1
LOT 2
LOT 3 LOT 4
LOT 1
LOT 2
LOT 3
LOT 5 LOT 4
LOT 6
TRACT B
LOT 14
LOT 13
OUTLOT B
LOT 1
LOT 2
LOT 3 LOT 4
LOT 5 LOT 6
LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12
LOT 10
LOT 9
LOT 2 LOT 3
LOT 4 LOT 5 LOT 6 LOT 7 LOT 8
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10
CONNECT TO EXISTING SANITARY
SEWER SERVICE (TYP.)
CONNECT TO EXISTING SANITARY
SEWER SERVICE (TYP.)
(PRIVATE DRIVE)
SAIPAN COURT
(PRIVATE DRIVE)
KITTY HAWK COURT
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
CAUTION
CITY OF FORT COLLINS 1/21/2015
U14012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
REGISTRY RIDGE SEVENTH FILING
UTILITY PLAN NORTH
C300
N/A
CHECKED BY: 40'
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
0 40' 80'
SCALE: 1" = 40'
20'
LOT LINES / R.O.W.
EASEMENT LINES
CENTERLINE
LEGEND
SANITARY SEWER M.H.
FIRE HYDRANT
STORM DRAIN PIPE
SANITARY SEWER
STORM DRAIN INLET
WATER LINE BENDS
THRUST BLOCK
GATE VALVE
PROPOSED UTILITIES
8" WATER LINE
WATER SERVICE
SANITARY SERVICE
STORM END SECTION
MAPPING
EXISTING UTILITIES
WATER LINE
SANITARY SEWER
STORM DRAIN PIPE
SANITARY SEWER M.H.
SANITARY SEWER M.H.
GAS LINE
ELECTRIC LINE
STREET LIGHT
S. SHIELDS STREET
BON HOMME RICHARD DRIVE
ENTERPRISE DRIVE
NIMITZ DRIVE
TRUXUN DRIVE
VINSON STREET
KEYMAP
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE
UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST
INFORMATION AVAILABLE TO THE ENGINEER.
2. WATER SERVICE PROVIDED BY FORT COLLINS-LOVELAND WATER
DISTRICT. SANITARY SERVICE PROVIDED BY SOUTH FORT COLLINS
SANITATION DISTRICT. SEE THE CONSTRUCTION SPECIFICATIONS.
3. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND
VERIFYING ELEVATIONS OF ALL EXISTING SEWER MAINS, WATER
MAINS, CURBS, GUTTERS AND OTHER UTILITIES AT THE POINTS OF
CONNECTION SHOWN ON THE PLANS, AND AT ANY UTILITY
CROSSINGS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS.
IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED,
THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO
MODIFY THE DESIGN.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW
FINISHED GRADE IN PAVED AREAS.
4. MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 5.0'.
MAXIMUM COVER SHALL BE 6.0'.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION
BETWEEN ALL SANITARY SEWER & WATER MAINS & SERVICES.
6. ALL WATER SERVICES REQUIRE METER PIT INSTALLATION. METER
PITS SHALL BE LOCATED ONE FOOT INSIDE THE UTILITY EASEMENT
FROM THE PROPERTY LINE.
7. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY
REPRESENTED AND ARE NOT TO SCALE.
8. SANITARY SEWER MAINS AND SERVICES SHALL BE SDR-35 PVC.
9. WATER MAINS AND FIRE SERVICES SHALL BE AWWA C-900 PVC.
WATER SERVICES SHALL BE 3/4" TYPE K COPPER.
10. SANITARY SERVICES TO EXISTING MAINS SHALL BE MADE WITH
INSERTA TEES.
NOTES
BLOCK 5
BLOCK 6
BLOCK 7 BLOCK 8
BLOCK 9
BLOCK 10
TRACT B
LOT 14
LOT 13
OUTLOT B
LOT 1
LOT 2
LOT 3 LOT 4
LOT 5 LOT 6
LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12
LOT 10
LOT 9
LOT 8
OUTLOT C
LOT 7
LOT 6
LOT 5
LOT 4
LOT 3
LOT 4 LOT 1 LOT 2
LOT 3
LOT 2
LOT 1
LOT 1 LOT 2 LOT 3 LOT 4
TRACT C
LOT 1 LOT 2
LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8
LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8
LOT 1
TRACT D
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10
(PRIVATE DRIVE)
KITTY HAWK COURT
KITTY HAWK COURT
(PRIVATE DRIVE)
4' SIDEWALK
2" MILL & OVERLAY
(SEE NOTE 7)
2" MILL & OVERLAY
(SEE NOTE 7)
(PRIVATE DRIVE)
CABOT COURT
4.5' SIDEWALK
4' UTILITY EASEMENT 5' UTILITY EASEMENT
(PRIVATE DRIVE)
CABOT COURT
5' UTILITY EASEMENT
PROPERTY CORNER
N:1422008.00
E:3112410.19
PROPERTY CORNER
N:1421749.36
E:3112046.60
TRAIL CONNECTION
THROUGH REGISTRY RIDGE
3RD FILING TO BE DESIGNED
AS PART OF FINAL DRAWINGS
PROPERTY CORNER
N:1421510.85
E:3113053.41
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
CAUTION
CITY OF FORT COLLINS 1/21/2015
U14012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
REGISTRY RIDGE SEVENTH FILING
HORIZONTAL CONTROL PLAN SOUTH
C201
N/A
CHECKED BY: 40'
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
0 40' 80'
SCALE: 1" = 40'
20'
1. ALL DIMENSIONS AND LINE AND CURVE
INFORMATION ARE MEASURED TO CURB FLOW
LINE OR EDGE OF PAVEMENT UNLESS
OTHERWISE NOTED.
2. CONTRACTOR SHALL REFER TO AND
COORDINATE WITH THE APPROVED LANDSCAPE
DRAWINGS FOR ALL LANDSCAPE AND SITE
FEATURES SUCH AS LANDSCAPE WALLS,
SEEDING/SOD, LANDSCAPE ROCK AND MULCH,
ETC.
3. SEE SOILS REPORT FOR PAVEMENT AND
SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
4. CONCRETE SIDEWALKS ADJACENT TO PUBLIC
RIGHT-OF-WAY SHALL BE 6-INCH MINIMUM
THICKNESS OR AS REQUIRED PER
RECOMMENDATIONS FROM THE GEOTECHNICAL
ENGINEER TO SUPPORT A 40-TON VEHICLE.
5. ALL HANDICAP RAMPS (PRIVATE AND PUBLIC)
SHALL BE INSTALLED WITH TRUNCATED DOME
WARNING DETECTION SYSTEMS PER LARIMER
COUNTY URBAN AREA STREET STANDARD
DETAILS.
6. LIMITS OF STREET CUT AS REQUIRED FOR
UTILITY CONSTRUCTION ARE TO BE DETERMINED
IN THE FIELD BY THE CITY ENGINEERING
INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR
STANDARDS.
7. 2-INCH MILL AND OVERLAY OF ENTERPRISE DRIVE
AND PORTION OF BON HOMME RICHARD DRIVE
SHALL BE COMPLETED ONCE ALL STREET CUTS
FOR UTILITY AND CURB AND GUTTER
CONSTRUCTION ARE COMPLETE.
8. BON HOMME RICHARD DRIVE SHALL BE
RECONSTRUCTED ONCE ALL STREET CUTS FOR
UTILITY CONSTRUCTION ARE COMPLETE.
LOT LINES / R.O.W.
EASEMENT LINES
CENTERLINE
LEGEND
NOTES
CONCRETE PAVEMENT
OR SIDEWALK
ASPHALT PAVEMENT
CURB & GUTTER
CURB & GUTTER
TRANSITION
T
PERMEABLE PAVERS
S. SHIELDS STREET
BON HOMME RICHARD DRIVE
ENTERPRISE DRIVE
NIMITZ DRIVE
TRUXUN DRIVE
VINSON STREET
KEYMAP
MILL & OVERLAY
SAWCUT
STREET RECONSTRUCTION
36' WIDE DUAL
DRIVEWAY APPROACH
36' WIDE DUAL
DRIVEWAY APPROACH
36' WIDE DUAL
DRIVEWAY APPROACH
66' ROW
BLOCK 1
BLOCK 2
BLOCK 3
BLOCK 4 BLOCK 4
BLOCK 4
BLOCK 5 BLOCK 9
LOT 1
OUTLOT A
LOT 2
LOT 3
LOT 4
LOT 5 LOT 6
TRACT A
LOT 1
LOT 2
LOT 3 LOT 4
LOT 1
LOT 2
LOT 6 LOT 5 LOT 4 LOT 3
TRACT B
LOT 14
LOT 13
OUTLOT B
LOT 1
LOT 2
LOT 3 LOT 4
LOT 5 LOT 6
LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12
LOT 10
LOT 9
LOT 2 LOT 3
LOT 4 LOT 5 LOT 6 LOT 7 LOT 8
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10
(PRIVATE DRIVE)
KITTY HAWK COURT
(PRIVATE DRIVE)
20' ACCESS
EASEMENT
20' ACCESS
EASEMENT
4' SIDEWALK
2" MILL & OVERLAY
(SEE NOTE 7)
(PRIVATE DRIVE)
PROPERTY CORNER
N:1422515.41
E:3113054.90
PROPERTY CORNER
N:1422196.22
E:3112856.49
PROPERTY CORNER
N:1422191.28
E:3112790.49
PROPERTY CORNER
N:1422008.00
E:3112410.19
APPROXIMATE SAW CUT & PATCH
FOR UTILITY CONSTRUCTION
PROPERTY CORNER
2" MILL & OVERLAY
(SEE NOTE 7)
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
CAUTION
CITY OF FORT COLLINS 1/21/2015
U14012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
REGISTRY RIDGE SEVENTH FILING
HORIZONTAL CONTROL PLAN NORTH
C200
N/A
CHECKED BY: 40'
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
0 40' 80'
SCALE: 1" = 40'
20'
1. ALL DIMENSIONS AND LINE AND CURVE
INFORMATION ARE MEASURED TO CURB FLOW
LINE OR EDGE OF PAVEMENT UNLESS
OTHERWISE NOTED.
2. CONTRACTOR SHALL REFER TO AND
COORDINATE WITH THE APPROVED LANDSCAPE
DRAWINGS FOR ALL LANDSCAPE AND SITE
FEATURES SUCH AS LANDSCAPE WALLS,
SEEDING/SOD, LANDSCAPE ROCK AND MULCH,
ETC.
3. SEE SOILS REPORT FOR PAVEMENT AND
SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
4. CONCRETE SIDEWALKS ADJACENT TO PUBLIC
RIGHT-OF-WAY SHALL BE 6-INCH MINIMUM
THICKNESS OR AS REQUIRED PER
RECOMMENDATIONS FROM THE GEOTECHNICAL
ENGINEER TO SUPPORT A 40-TON VEHICLE.
5. ALL HANDICAP RAMPS (PRIVATE AND PUBLIC)
SHALL BE INSTALLED WITH TRUNCATED DOME
WARNING DETECTION SYSTEMS PER LARIMER
COUNTY URBAN AREA STREET STANDARD
DETAILS.
6. LIMITS OF STREET CUT AS REQUIRED FOR
UTILITY CONSTRUCTION ARE TO BE DETERMINED
IN THE FIELD BY THE CITY ENGINEERING
INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR
STANDARDS.
7. 2-INCH MILL AND OVERLAY OF ENTERPRISE DRIVE
AND PORTION OF BON HOMME RICHARD DRIVE
SHALL BE COMPLETED ONCE ALL STREET CUTS
FOR UTILITY AND CURB AND GUTTER
CONSTRUCTION ARE COMPLETE.
8. BON HOMME RICHARD DRIVE SHALL BE
RECONSTRUCTED ONCE ALL STREET CUTS FOR
UTILITY CONSTRUCTION ARE COMPLETE.
LOT LINES / R.O.W.
EASEMENT LINES
CENTERLINE
LEGEND
NOTES
CONCRETE PAVEMENT
OR SIDEWALK
ASPHALT PAVEMENT
CURB & GUTTER
CURB & GUTTER
TRANSITION
T
PERMEABLE PAVERS
S. SHIELDS STREET
BON HOMME RICHARD DRIVE
ENTERPRISE DRIVE
NIMITZ DRIVE
TRUXUN DRIVE
VINSON STREET
KEYMAP
MILL & OVERLAY
SAWCUT
STREET RECONSTRUCTION
INV (E) 5055.9 8" PVC
INV (W) 5055.9 8" PVC
SSMH
INV (E) 5056.5 8" PVC
INV (W) 5056.5 8" PVC
SSMH
RIM=5061.9
INV (E) 5056.6 8" PVC
INV (S) 5056.7 8" PVC
SSMH
RIM=5075.4
INV (N) 5060.8 8" PVC
INV (S) 5060.5 8' PVC
PROTECT EXISTING
TELECOM
EXISTING FIRE HYDRANT
EXISTING STOCKPILE
PROPERTY
BOUNDARY (TYP.)
ROAD TO BE RECONSTRUCTED
WITH UTILITY CONSTRUCTION (TYP.)
EXISTING 10" WATER
EXISTING 8" SANITARY
66' ROW
54' ROW
PROPERTY
BOUNDARY (TYP.)
EXISTING FIRE
HYDRANT
EXISTING BUILDING
ENVELOPE TO BE
VACATED (TYP.)
EXISTING BUILDING
ENVELOPE TO BE
VACATED (TYP.)
REMOVE EXISTING CURB
REMOVE EXISTING SIDEWALK
REMOVE EXISTING CURB
REMOVE EXISTING SIDEWALK
FES=5063.6
FES=5068.4
INLET
RIM=5072.7
INV (N) 5067.2 36" RCP
INV (S) 5066.8 36" RCP
INLET
INV (N) 5068.7 36" RCP
INV (S) 5068.7 36" RCP
CITY HIGH RISK FLOODWAY
REMOVE EXISTING CURB
REMOVE EXISTING CURB
REMOVE EXISTING SIDEWALK
REMOVE EXISTING CURB
REMOVE EXISTING SIDEWALK
68' ROW REMOVE EXISTING CURB
REMOVE EXISTING SIDEWALK
PROTECT EXISTING
TELECOM
EXISTING 1.5" WATER SERVICE
TO BE REMOVED (TYP.)
PROTECT EXISTING
TELECOM
REMOVE EXISTING CURB
REMOVE
EXISTING CONC.
FILLET & CURB
REMOVE EXISTING CURB
REMOVE EXISTING CURB
REMOVE
EXISTING CURB
REMOVE EXISTING SIDEWALK
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
CAUTION
CITY OF FORT COLLINS 1/21/2015
U14012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
REGISTRY RIDGE SEVENTH FILING
EXISTING CONDITIONS
& REMOVALS - SOUTH
C101
N/A
40'
1. EXISTING UNDERGROUND AND
OVERHEAD PUBLIC AND PRIVATE
UTILITIES AS SHOWN ARE INDICATED
ACCORDING TO THE BEST INFORMATION
AVAILABLE TO THE ENGINEER.
2. THE CONTRACTOR SHALL PROTECT ALL
EXISTING FEATURES THAT ARE NOT TO BE
REMOVED ADJACENT TO THE
CONSTRUCTION AREA INCLUDING, BUT
NOT LIMITED TO, PAVEMENT, PRIVATE
FENCES, ABOVE GROUND OR
UNDERGROUND UTILITIES, STRUCTURES,
AND UNDERGROUND FOUNDATIONS. THE
CONTRACTOR SHALL BE RESPONSIBLE
FOR ANY DAMAGE THAT SHOULD OCCUR
TO ANY ON-SITE, OFF-SITE, PUBLIC OR
PRIVATE FACILITY OR FEATURE AS A
RESULT OF THE CONSTRUCTION
PROCESS FOR THIS PROJECT.
3. LIMITS OF STREET CUT AS REQUIRED FOR
UTILITY CONSTRUCTION ARE TO BE
DETERMINED IN THE FIELD BY THE CITY
ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH CITY
STREET REPAIR STANDARDS.
4. CONTRACTOR SHALL COORDINATE ALL
CONSTRUCTION ITEMS IMPACTING
ADJACENT PROPERTIES WITH THE
PROPERTY OWNERS PRIOR TO
BEGINNING ANY CONSTRUCTION
ACTIVITIES.
5. EXISTING SEWER SERVICES AS SHOWN
ON THIS DRAWING TO BE REMOVED
SHALL BE REMOVED TO THE MAIN PER
SOUTH FORT COLLINS SANITATION
DISTRICT STANDARDS (LATEST EDITION.)
6. EXISTING WATER SERVICES AS SHOWN
ON THIS DRAWING TO BE REMOVED
SHALL BE ABANDONED AT THE MAIN WITH
A PLUG IN THE TAP SADDLE PER FORT
COLLINS - LOVELAND WATER DISTRICT
STANDARDS (LATEST EDITION)
LEGEND
NOTES
LOT LINES / R.O.W.
EASEMENT LINES
CENTERLINE
MAPPING
CURB AND GUTTER
INTERMEDIATE CONTOUR
INDEX CONTOUR
EXISTING UTILITIES
WATER LINE
SANITARY SEWER
W
SS
STORM DRAIN PIPE
SANITARY SEWER M.H.
STORM SEWER M.H.
WATER VALVE
FIRE HYDRANT
LIGHT POLE
WATER / SANITARY PLUG
WATER METER
WATER VAULT
FENCE
PROPERTY BOUNDARY
S. SHIELDS STREET
BON HOMME RICHARD DRIVE
ENTERPRISE DRIVE
NIMITZ DRIVE
TRUXUN DRIVE
VINSON STREET
KEYMAP
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
0 40' 80'
SCALE: 1" = 40'
20'
REMOVE EXISTING
CONCRETE OR SIDEWALK
REMOVE EXISTING CURB
AND GUTTER
SAWCUT LINE
REMOVE EXISTING WATER
REMOVE EXISTING
ASPHALT
LIMITS OF DISTURBANCE
TREE REMOVAL
DEMOLITION LEGEND
RIM=5076.6
INV (N) 5062.7 8" PVC
INV (S) 5062.6 8" PVC
SSMH
RIM=5076.3
INV (NW) 5062.4 8' PVC
INV (S) 5062.3 8" PVC
SSMH
RIM=5076.9
INV (N) 5064.0 8" PVC
INV (E) 5064.1 6" PVC
INV (SW) 5064.0 6" PVC
EXISTING 30" STORM DRAIN
EXISTING 8" SANITARY
EXISTING 8" WATER
PROTECT EXISTING
TELECOM
DMH
RIM=5075.0
INV (S) 5070.0 30" ADS
INV (W) 5070.0 30" ADS
DMH
RIM=5075.9
INV (N) 5072.2 20" ADS
INV (E) 5071.5 24" RCP
INV (W) 5071.5 20" ADS
INLET
GRATE=5076.7
INV (S) 5072.5 20" ADS
INLET
RIM=5074.9
INV (W) 5070.2 24" RCP
INV (E) 5070.2 30" RCP
INLET
RIM=5075.0
INV (E) 5070.7 24" RCP
EXISTING FIRE HYDRANT
EXISTING STOCKPILE
REMOVE EXISTING
ENTRANCE
PROPERTY BOUNDARY (TYP.)
PROPERTY BOUNDARY (TYP.)
ROAD TO BE RECONSTRUCTED
WITH UTILITY CONSTRUCTION (TYP.)
EXISTING 10" WATER
EXISTING 8" SANITARY
66' ROW
54' ROW
EXISTING FIRE
HYDRANT
EXISTING BUILDING
ENVELOPE TO BE
VACATED (TYP.)
REMOVE EXISTING CURB
REMOVE EXISTING SIDEWALK
REMOVE EXISTING CURB
REMOVE EXISTING SIDEWALK
INLET
RIM=5072.7
INV (N) 5067.2 36" RCP
INV (S) 5066.8 36" RCP
REMOVE EXISTING
SIDEWALK
REMOVE EXISTING CURB
REMOVE EXISTING
SIDEWALK
REMOVE EXISTING CURB
REMOVE EXISTING CURB
REMOVE EXISTING SIDEWALK
REMOVE EXISTING CURB
REMOVE EXISTING SIDEWALK
68' ROW REMOVE EXISTING CURB
REMOVE EXISTING SIDEWALK
PROTECT EXISTING
TELECOM
EXISTING 1.5" WATER SERVICE
TO BE REMOVED (TYP.)
PROTECT EXISTING
TELECOM
REMOVE EXISTING CURB
REMOVE
EXISTING CONC.
FILLET & CURB
REMOVE EXISTING CURB
REMOVE EXISTING CURB
REMOVE
EXISTING CURB
REMOVE EXISTING SIDEWALK
REMOVE EXISTING SIDEWALK REMOVE
EXISTING CURB
EXISTING BUILDING
ENVELOPE TO BE VACATED
REMOVE
EXISTING
CURB
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
CAUTION
CITY OF FORT COLLINS 1/21/2015
U14012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
REGISTRY RIDGE SEVENTH FILING
EXISTING CONDITIONS
& REMOVALS - NORTH
C100
N/A
40'
1. EXISTING UNDERGROUND AND
OVERHEAD PUBLIC AND PRIVATE
UTILITIES AS SHOWN ARE INDICATED
ACCORDING TO THE BEST INFORMATION
AVAILABLE TO THE ENGINEER.
2. THE CONTRACTOR SHALL PROTECT ALL
EXISTING FEATURES THAT ARE NOT TO BE
REMOVED ADJACENT TO THE
CONSTRUCTION AREA INCLUDING, BUT
NOT LIMITED TO, PAVEMENT, PRIVATE
FENCES, ABOVE GROUND OR
UNDERGROUND UTILITIES, STRUCTURES,
AND UNDERGROUND FOUNDATIONS. THE
CONTRACTOR SHALL BE RESPONSIBLE
FOR ANY DAMAGE THAT SHOULD OCCUR
TO ANY ON-SITE, OFF-SITE, PUBLIC OR
PRIVATE FACILITY OR FEATURE AS A
RESULT OF THE CONSTRUCTION
PROCESS FOR THIS PROJECT.
3. LIMITS OF STREET CUT AS REQUIRED FOR
UTILITY CONSTRUCTION ARE TO BE
DETERMINED IN THE FIELD BY THE CITY
ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH CITY
STREET REPAIR STANDARDS.
4. CONTRACTOR SHALL COORDINATE ALL
CONSTRUCTION ITEMS IMPACTING
ADJACENT PROPERTIES WITH THE
PROPERTY OWNERS PRIOR TO
BEGINNING ANY CONSTRUCTION
ACTIVITIES.
5. EXISTING SEWER SERVICES AS SHOWN
ON THIS DRAWING TO BE REMOVED
SHALL BE REMOVED TO THE MAIN PER
SOUTH FORT COLLINS SANITATION
DISTRICT STANDARDS (LATEST EDITION.)
6. EXISTING WATER SERVICES AS SHOWN
ON THIS DRAWING TO BE REMOVED
SHALL BE ABANDONED AT THE MAIN WITH
A PLUG IN THE TAP SADDLE PER FORT
COLLINS - LOVELAND WATER DISTRICT
STANDARDS (LATEST EDITION)
LEGEND
NOTES
LOT LINES / R.O.W.
EASEMENT LINES
CENTERLINE
MAPPING
CURB AND GUTTER
INTERMEDIATE CONTOUR
INDEX CONTOUR
EXISTING UTILITIES
WATER LINE
SANITARY SEWER
W
SS
STORM DRAIN PIPE
SANITARY SEWER M.H.
STORM SEWER M.H.
WATER VALVE
FIRE HYDRANT
LIGHT POLE
WATER / SANITARY PLUG
WATER METER
WATER VAULT
FENCE
PROPERTY BOUNDARY
S. SHIELDS STREET
BON HOMME RICHARD DRIVE
ENTERPRISE DRIVE
NIMITZ DRIVE
TRUXUN DRIVE
VINSON STREET
KEYMAP
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
0 40' 80'
SCALE: 1" = 40'
20'
REMOVE EXISTING
CONCRETE OR SIDEWALK
REMOVE EXISTING CURB
AND GUTTER
SAWCUT LINE
REMOVE EXISTING WATER
REMOVE EXISTING
ASPHALT
LIMITS OF DISTURBANCE
TREE REMOVAL
DEMOLITION LEGEND
5,000 SQ.FT.
LOT 3
5,000 SQ.FT.
LOT 4
6,719 SQ.FT.
LOT 1
5,410 SQ.FT.
LOT 2
6,744 SQ.FT.
LOT 3
7,887 SQ.FT. LOT 4
6,784 SQ.FT.
LOT 1
5,750 SQ.FT.
LOT 2
6,384 SQ.FT.
LOT 3
7,375 SQ.FT.
LOT 4
6,927 SQ.FT.
LOT 5
7,358 SQ.FT.
LOT 6
7,414 SQ.FT.
LOT 7
7,138 SQ.FT.
LOT 8
7,113 SQ.FT.
LOT 9
5,744 SQ.FT.
LOT 10
6,291 SQ.FT.
DEDICATED PUBLIC
RIGHT OF WAY
BY THIS PLAT
BLOCK 5
BLOCK 6
BLOCK 7
BLOCK 9 BLOCK 8
BLOCK 10
43,180 SQ.FT.
0.991 ACRES
BLOCK 8
OUTLOT C
67,261 SQ.FT.
1.544 ACRES
OUTLOT C
67,261 SQ.FT.
1.544 ACRES
OUTLOT C
67,261 SQ.FT.
1.544 ACRES
BLOCK 9
BLOCK 5
LEGEND
KING SURVEYORS
650 E. Garden Drive | Windsor, Colorado 80550
phone: (970) 686-5011 | fax: (970) 686-5821
5
SEE SHEET 3 OF 5
SEE SHEET 4 OF 5 SEE SHEET 4 OF 5
SEE SHEET 3 OF 5
** SEE SHEET 2 OF 5 FOR
LINE AND CURVE TABLE **
0.386 ACRES
LEGEND
KING SURVEYORS
650 E. Garden Drive | Windsor, Colorado 80550
phone: (970) 686-5011 | fax: (970) 686-5821
4
SEE SHEET 3 OF 5
SEE SHEET 3 OF 5
SEE SHEET 5 OF 5 SEE SHEET 5 OF 5
** SEE SHEET 2 OF 5 FOR
LINE AND CURVE TABLE **
SEE SHEET 5 OF 5 SEE SHEET 5 OF 5
SEE SHEET 4 OF 5
** SEE SHEET 2 OF 5 FOR
LINE AND CURVE TABLE **
6
6
7
7
7 7
7
8
8
8
9
9
10
8 10
TRACT D
SHEET 3
SHEET 4
SHEETS 3 AND 5
LEGEND
KING SURVEYORS
650 E. Garden Drive | Windsor, Colorado 80550
phone: (970) 686-5011 | fax: (970) 686-5821
2
Being a Replat Of Tract B And A Portion of Tract A,
Of The Registry Ridge P.U. D., Second Filing, And Of All Of Registry Ridge Fourth Filing
City Of Fort Collins, County Of Larimer, State Of Colorado
(For Recording Purposes: Part of The Northeast Quarter of Section 15, Township 6 North, Range 69 West of The 6th P.M.)
disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations.
14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and located
at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout material will be removed
and properly disposed of prior to the area being restored.
15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The developer shall implement whatever
measures are determined necessary, as directed by the city/county.
16. A vehicle tracking control pad shall be installed when needed for construction equipment, including but not limited to personal vehicles exiting existing
roadways. No earthen materials, i.e. stone, dirt, etc. shall be placed in the curb & gutter or roadway as a ramp to access temporary stockpiles, staging areas,
construction materials, concrete washout areas, and/or building sites.
LARIMER COUNTY URBAN AREA STREET STANDARDS - REPEALED AND REENACTED OCTOBER 1, 2002
GENERAL NOTES
1. All materials, workmanship, and construction of public improvements shall meet or exceed the Standards and Specifications set forth in the Larimer
County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any
applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the local entity.
2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise.
3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the local entity engineer. Use of these
plans after the expiration date will require a new review and approval process by the local entity prior to commencement of any work shown in these plans.
4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the local entity, as beneficiary of said
engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the local entity engineer shall not relieve the engineer
who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify
the local entity, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions
contained in these plans.
5. 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 entity engineer.
6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the
developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The developer
shall be responsible for unknown underground utilities.
7. The developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or
grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the
respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the developer
to relocate all existing utilities that conflict with the proposed improvements shown on these plans.
8. The developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility
crossings required.
9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the developer shall coordinate with the engineer to
modify the design. Design modification(s) must be approved by the local entity prior to beginning construction.
10. The developer shall coordinate and cooperate with the local entity, and all utility companies involved, to assure that the work is accomplished in a timely
fashion and with a minimum disruption of service. The developer shall be responsible for contacting, in advance, all parties affected by any disruption of any
utility service as well as the utility companies.
11. No work may commence within any public storm water, sanitary sewer or potable water system until the developer notifies the utility provider. Notification
shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be
required prior to commencement of any work.
12. The developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer
should be constructed prior to installation of the water lines and dry utilities.
13. A state construction dewatering wastewater discharge permit is required if dewatering is required in order to install utilities or water is discharged into a
storm sewer, channel, irrigation ditch or any waters of the united states.
14. The developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (contact Colorado Department of Health,
Water Quality Control Division, (303) 692-3590), the storm water management plan, and the erosion control plan.
15. The local entity shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage
facilities shall be the responsibility of the property owner(s).
16. Prior to final inspection and acceptance by the local entity, certification of the drainage facilities, by a registered engineer, must be submitted to and
approved by the storm water utility department. Certification shall be submitted to the storm water utility department at least two weeks prior to the release of
a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the Storm Water Utility Department at least two
weeks prior to the release of any building permits in excess of those allowed prior to certification per the development agreement.
17. The local entity including but not limited to City of Fort Collins, South Fort Collins Sanitation District and Fort Collins-Loveland Water District shall not be
responsible for any damages or injuries sustained in this development as a result of groundwater seepage, whether resulting from groundwater flooding,
structural damage or other damage unless such damage or injuries are sustained as a result of the local entity failure to properly maintain its water,
wastewater, and/or storm drainage facilities in the development.
18. All recommendations of the final drainage and erosion control study entitled "Registry Ridge Seventh Filing" prepared by United Civil Design Group LLC,
and dated November 20, 2014, shall be followed and implemented.
19. Temporary erosion control during construction shall be provided as shown on the erosion control plan. All erosion control measures shall be maintained
in good repair by the developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping.
20. The developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be
removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the local
entity street inspector.
21. No work may commence within any improved or unimproved public right-of-way until a right-of-way permit or development construction permit is
obtained, if applicable.
22. The developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The developer
shall notify the local entity engineering inspector (Fort Collins - 221-6605) and the local entity erosion control inspector (Fort Collins - 221-6700) at least 2
working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If the local entity engineer is not available
after proper notice of construction activity has been provided, the developer may commence work in the engineers absence. However, the local entity
reserves the right not to accept the improvement if subsequent testing reveals an improper installation
23. The developer shall be responsible for obtaining soils tests within the public right-of-way after right-of-way grading and all utility trench work is complete
and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the
original geotechnical report, the developer shall be responsible for a re-design of the subject pavement section or, the developer may use the local entity's
default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed professional
engineer. The final report shall be submitted to the inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb,
gutter, sidewalk, base and asphalt shall not occur until the local entity engineer approves the final report.
24. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all
intersections, inlets, and other locations requested by the local entity inspector. The engineer or surveyor must certify in a letter to the local entity that these
elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the local entity before
installation of base course or asphalt will be allowed on the streets.
25. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the
purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property lines
and marked so as to reduce the excavation necessary for building connections.
26. Portions of Larimer County are within overlay districts. The Larimer County floodplain resolution should be referred to for additional criteria for roads
within these districts.
27. All road construction in areas designated as wild fire hazard areas shall be done in accordance with the construction criteria as established in the wild fire
hazard area mitigation regulations in force at the time of final plat approval.
28. Prior to the commencement of any construction, the contractor shall contact the local entity forester to schedule a site inspection for any tree removal
requiring a permit.
29. The developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer
to OSHA Publication 2226, Excavating and Trenching.
30. The developer shall submit a construction traffic control plan, in accordance with MUTCD, to the appropriate right-of-way authority. (local entity, county or
state), for approval, prior to any construction activities within, or affecting, the right-of-way. The developer shall be responsible for providing any and all traffic
control devices as may be required by the construction activities.
31. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact local entity traffic operations
department, who will temporarily remove or relocate the sign at no cost to the contractor; however, if the contractor moves the traffic sign then the contractor
will be charged for the labor, materials and equipment to reinstall the sign as needed.
32. The developer is responsible for all costs for the initial installation of traffic signing and striping for the development related to the development's local
street operations. In addition, the developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the
development.
33. There shall be no site construction activities on Saturdays, unless specifically approved by the local entity engineer, and no site construction activities on
Sundays or holidays, unless there is prior written approval by the local entity.
GENERAL NOTES (CONTINUED)
35. The developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings,
or designated to be provided, installed, or constructed, unless specifically noted otherwise.
36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the designer for
clarification, and annotate the dimension on the as-built record drawings.
37. The developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications,
and a copy of any permits and extension agreements needed for the job.
38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the
developer shall contact the designer and the local entity engineer immediately.
39. The developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the local
entity's inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the local entity engineer.
40. The designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the
basis of bearings. The information shall be as follows:
BENCHMARK #1: CITY OF FORT COLLINS 10-13
SOUTHEAST CORNER OF SHIELDS ST. AND TRILBY ROAD. , ON A CONCRETE TRAFFIC SIGNAL BASE.
ELEVATION=5066.93 (NAVD 88 DATUM)
BENCHMARK #2: CITY OF FORT COLLINS 45-01
SOUTH SIDE OF TRILBY ROAD, APPROXIMATELY 0.5 MILES EAST OF TAFT HILL ROAD, ON AN 8'x8' CONCRETE PAD FOR A WATER VALVE AND A LARGE BLACK PIPE.
ELEVATION=5069.38 (NAVD 88 DATUM)
BASIS OF BEARINGS:
$6680,1*7+(($67/,1(2)7+(1257+($6748$57(52)6(&7,21715 :$6%($5,1*1257+
($67%(,1*$*5,'%($5,1*2)7+(&2/25$'267$7(3/$1(
COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983/2007, A DISTANCE OF 2640.82 FEET WITH ALL OTHER BEARINGS CONTAINED HEREIN RELATIVE THERETO.
41. All stationing is based on centerline of roadways unless otherwise noted.
42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping,
structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the developer's
expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first certificate of
occupancy.
43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street
condition shall be documented by the local entity construction inspector before any cuts are made. Patching shall be done in accordance with the local entity
street repair standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down
machine. In streets where more than one cut is made, an overlay of the entire street width, including the patched area, may be required. The determination
of need for a complete overlay shall be made by the local entity engineer and/or the local entity inspector at the time the cuts are made.
44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or
to the grades and condition as required by these plans.
45. Standard handicap ramps are to be constructed at all curb returns and at all "T" intersections.
46. After acceptance by the local entity, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects
for a minimum period of two years from the date of acceptance.
47. The local entity shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes,
for the following private streets: none.
48. Approved variances are listed as follows:
-None.
STREET IMPROVEMENTS NOTES
1. All street construction is subject to the General Notes on the Cover Sheet of these plans as well as the street improvements notes listed here.
2. A paving section design, signed and stamped by a Colorado licensed engineer, must be submitted to the local entity engineer for approval, prior to any
street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for
approval prior to placement of any asphalt.
3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a
clean construction joint. The developer shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel
cuts shall not be allowed unless approved by the local entity engineer in Fort Collins.
4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the subgrade has
been inspected and approved by the local entity engineer.
5. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed.
6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street
condition shall be documented by the inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25,
reconstruction and repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made
by the local entity engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the new asphalt overlay work.
7. All traffic control devices shall be in conformance with these plans or as otherwise specified in MUTCD (including Colorado supplement) and as per the
right-of-way work permit traffic control plan.
8. The developer is required to perform a gutter water flow test in the presence of the local entity inspector and prior to installation of asphalt. Gutters that
hold more than inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly.
9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth
section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire
subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. And a single axle weight of at
least 18,000 lbs. With pneumatic tires inflated to not less than 90 P.S.I.G. "proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. any portion of
the subgrade or base material which exhibits excessive pumping or deformation, as determined by the local entity engineer, shall be reworked, replaced or
otherwise modified to form a smooth, non-yielding surface. The local entity engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls"
shall be performed in the presence of an inspector.
TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES
1. All signage and marking is subject to the General Notes on the Cover Sheet of these plans, as well as the traffic signing and marking construction notes
listed here.
2. All symbols, including arrows, ONLY's, crosswalks, stop bars, etc. shall be preformed thermoplastic.
3. All signage shall be per local entity standards and these plans or as otherwise specified in MUTCD.
4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads.
5. All lane lines for concrete pavement should be epoxy paint.
6. Prior to permanent installation of traffic striping and symbols, the developer shall place temporary tabs or tape depicting alignment and placement of the
same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols.
7. Preformed thermoplastic applications shall be as specified in these plans and/or these standards.
8. Epoxy applications shall be applied as specified in CDOT standard specifications for road and bridge construction.
9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings.
10. All sign posts shall utilize break-away assemblies and fasteners per the standards.
11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer . All discrepancies identified during
the field inspection must be corrected before the two year warranty period will begin.
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
GENERAL NOTES
C001
N/A
N/A
PHONE: 970-530-4044
CONTACT: KEVIN BRAZELTON
SURVEYOR
KING SURVEYORS, INC.
650 GARDEN DRIVE
WINDSOR, CO 80550
PHONE: 970-686-5011
CONTACT: LARRY PEPEK
PROJECT TEAM
PROJECT COORDINATES
VERTICAL DATUM:
PROJECT VERTICAL DATUM IS NAVD 88.
BENCHMARK #1: CITY OF FORT COLLINS 10-13
SOUTHEAST CORNER OF SHIELDS ST. AND TRILBY ROAD. , ON A CONCRETE TRAFFIC
SIGNAL BASE.
ELEVATION=5066.93 (NAVD 88 DATUM)
BENCHMARK #2: CITY OF FORT COLLINS 45-01
SOUTH SIDE OF TRILBY ROAD, APPROXIMATELY 0.5 MILES EAST OF TAFT HILL ROAD, ON
AN 8'x8' CONCRETE PAD FOR A WATER VALVE AND A LARGE BLACK PIPE.
ELEVATION=5069.38 (NAVD 88 DATUM)
BASIS OF BEARINGS:
ASSUMING THE EAST LINE OF THE NORTHEAST QUARTER OF SECTION 15, T.6N., R.69W.,
$6%($5,1*1257+
($67%(,1*$*5,'%($5,1*2)7+(&2/25$'267$7(
PLANE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983/2007, A
DISTANCE OF 2640.82 FEET WITH ALL OTHER BEARINGS CONTAINED HEREIN RELATIVE
THERETO.
NOTE:
1. ALL PROJECT CONTROL LISTED HEREON IS PROVIDED AS A COURTESY. IT IS THE
RESPONSIBILITY OF THE RECIPIENT TO VERIFY THE ACCURACY OF THE
COORDINATES AND ELEVATIONS SHOWN PRIOR TO USING THEM FOR ANY
PURPOSES.
UTILITY PROVIDER CONTACT PHONE
Water/Wastewater Fort Collins - Loveland Water District Terry Farrill (970) 226-3104
& South Fort Collins Sanitation District
Stormwater City of Fort Collins Utilities Glen Schlueter (970) 221-6700
Power City of Fort Collins Light & Power Jim Spaulding (970) 416-2772
Natural Gas Xcel Energy Stephanie Rich (970) 225-7828
Telecom Centurylink Bill Johnson (970) 377-6401
Cable Comcast Don Kapperman (970) 567-0245
Note: All utility providers listed hereon is provided as a courtesy. It is the responsibility of the recipient to verify the accuracy and
completeness of the information shown.
UTILITY PROVIDERS
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible
for, or liable for, unauthorized changes to or uses of these
plans. All changes to the plans must be in writing and
must be approved by the preparer of these plans.
CAUTION
CITY OF FORT COLLINS 1/21/2015
U14012
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
REGISTRY RIDGE SEVENTH FILING
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's
R
Mr. Terry W. Farrill, P.E., District Engineer
Mr. Michael D. DiTullio, Manager Date
Date
All changes, addendum, 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.
SHEET INDEX
SHEET # SHEET NAME
C000 COVER SHEET
C001 GENERAL NOTES
SUBDIVISION PLAT (FOR REFERENCE ONLY)
C100-C101 EXISTING CONDITIONS & REMOVALS
C200-C201 HORIZONTAL CONTROL PLAN
C300-C301 UTILITY PLAN
C400-C402 SANITARY SEWER PLAN & PROFILES
C500 STORM SEWER PLAN & PROFILES (RESERVED FOR FINAL SUBMITTAL)
C600-C601 OVERLOT GRADING & EROSION CONTROL PLAN
C602-C603 DETAILED GRADING PLANS (RESERVED FOR FINAL SUBMITTAL)
C700 HORNET DRIVE CENTERLINE STREET PLAN & PROFILE
C701 INTERSECTION DETAILS (RESERVED FOR FINAL SUBMITTAL)
C702 SIGNING & STRIPING PLAN (RESERVED FOR FINAL SUBMITTAL)
C800 DRAINAGE PLAN
C900 CONSTRUCTION DETAILS (RESERVED FOR FINAL SUBMITTAL)
PLANNER/LANDSCAPE ARCHITECT
GREENSCAPE DESIGNS
1501 ACADEMY CT., STE 202
FORT COLLINS, CO 80524
PHONE: 970-631-2822
CONTACT: JENNIFER GARDNER
COVER SHEET
C000
N/A
N/A