HomeMy WebLinkAboutWATERGLEN SOLAR ARRAY - PDP190010 - SUBMITTAL DOCUMENTS - ROUND 1 - SITE PLAN (3)EEE SSSSTTT
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CCCC
RRR
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2 of 4
GENERAL & CONSTRUCTION NOTES
No. Revisions: By: Date:
REVIEWED BY:
A. REESE
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
APRIL 5, 2019
PROJECT:
1628-001
Sheet
DRAWING FILENAME: P:\1628-001\Dwg\1628-001_COVR.dwg LAYOUT NAME: C002 DATE: Apr 23, 2019 - 1:08pm CAD OPERATOR: isaac
LIST OF XREFS: [NES-xborder_22x34]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
REVIEW SET
NOT FOR CONSTRUCTION
04.23.19
WATERGLEN SOLAR ARRAY
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'sbelow.
Call before you dig.
R
A. 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 City of Fort
Collins.
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 City of Fort Collins Engineer.
Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins 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 City of Fort Collins, as
beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins
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 City of Fort Collins, 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 storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and
specifications current at the date of approval of the plans by the City of Fort Collins 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
ELGIN COURT
LARIMER AND WELD CANAL
LARIMER AND WELD CANAL
GREENFIELDS DRIVE
CAMPFIRE DRIVE
CELTIC LANE
RABIT BRUSH PARK
100 YEAR FLOODWAY
100 YEAR FLOODPLAIN
CANAL ACCESS ROAD
END OF CONCRETE WALL
T.O.W. =4979.05'
END OF CONCRETE WALL
T.O.W. =4978.98'
BOXELDER SANITATION
20' SANITARY SEWER EASEMENT
EXISTING 20' UTILITY ESAEMENT
EX PUMP HOUSE
EX IRRIGATION
STRUCTURE
100' EASEMENT
LARIMER AND WELD CANAL
100' EASEMENT
LARIMER AND WELD CANAL
84' ROW
15' UTILITY EASEMENT
BFE=4975.49'
SECTION 10742
BFE=4979.54'
SECTION 11023
NORTH LINE OF SOUTHEAST 1
4 OF
SECTION 4, T7N, R68W
75' CHEYENNE-POUDRE
TRANSMISSION LINE EASEMENT
BFE=4975.45'
SECTION 10454
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
X
X
X
X
X
X
X
W
W
W
W
W
W
X X
X
X
X
X
X
X X
X
X
X
E
E
E
E
E E
E
E
ELGIN COURT
LARIMER AND WELD CANAL
LARIMER AND WELD CANAL
GREENFIELDS DRIVE
CAMPFIRE DRIVE
CELTIC LANE
RABIT BRUSH PARK
20' ACCESS
& UTILITY EASEMENT
20' ACCESS
20' ACCESS
10' MINIMUM
CLEAR FROM FENCE
(TYPICAL)
10'
R30'
R30'
70' TURN AROUND
94'
20' ACCESS
20' ACCESS
100 YEAR FLOODWAY
100 YEAR FLOODPLAIN
PROPOSED SOLAR LAYOUT FOR 150 kWJ
SURFACE AREA APPROXIMATLEY 8,800 SF
13.33'
132.2' (TYPICAL)
CANAL ACCESS ROAD
END OF CONCRETE WALL
T.O.W. =4979.05'
END OF CONCRETE WALL
T.O.W. =4978.98'
X X
X
X
X
X
X
X X
X
X
X
PROPOSED FENCE 629 LF
X X
X
X
X
X
X
X X
X
X
X
E
E
E
E
E E
E
E
ELGIN COURT
LARIMER AND WELD CANAL
LARIMER AND WELD CANAL
GREENFIELDS DRIVE
CAMPFIRE DRIVE
CELTIC LANE
RABIT BRUSH PARK
20' ACCESS
& UTILITY EASEMENT
20' ACCESS
20' ACCESS
100 YEAR FLOODWAY
100 YEAR FLOODPLAIN
NORTH LINE OF SOUTHEAST 1
4 OF
SECTION 4, T7N, R68W
75' CHEYENNE-POUDRE
TRANSMISSION LINE EASEMENT
CANAL ACCESS ROAD
END OF CONCRETE WALL
T.O.W. =4979.05'
END OF CONCRETE WALL
T.O.W. =4978.98'
X X
X
X
X
X
X
X X
X
X
X
SILT FENCE 861 LF
BOXELDER SANITATION
20' SANITARY SEWER EASEMENT
EXISTING 20' UTILITY ESAEMENT
EX PUMP HOUSE
EX IRRIGATION
STRUCTURE
INVERTER AC COMBINER PANEL & DISCONNECT
4'X4' SQUARE CONCRETE PAD AT 6" THICKNESS
TOP OF CONCRETE ELEVATION 78.1'
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'sbelow.
Call before you dig.
R
5 of 5
EROSION CONTROL DETAILS
SEDIMENT AND
No. Revisions: By: Date:
REVIEWED BY:
A. REESE
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
APRIL 5, 2019
PROJECT:
1628-001
Sheet
DRAWING FILENAME: P:\1628-001\Dwg\Drng\1628-001-EROS.dwg LAYOUT NAME: EROSION CONTROL DETAILS DATE: Apr 23, 2019 - 1:08pm CAD OPERATOR: isaac
LIST OF XREFS: [1628-001_xSITE] [NES-xborder_22x34] [1628-001_xTOPO] [1628-001_xEXST]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
REVIEW SET
NOT FOR CONSTRUCTION
04.23.19
WATERGLEN SOLAR ARRAY
VTC
001 CONCRETE WASHOUT AREA 003
VEHICLE TRACKING PAD 004 CONSTRUCTION FENCE w/ ROCK SOCKS
CWA SF
POSTS
PREASSEMBLED SILT FENCE POSTS SHALL OVERLAP
AT JOINTS SO THAT NO
GAPS EXIST IN SILT FENCE.
NOTE:
THICKNESS OF GEOTEXTILE
POST SHALL BE JOINED AS SHOWN, THEN HAS BEEN EXAGGERATED.
ROTATED 180° IN DIRECTION SHOWN AND
DRIVEN INTO THE GROUND.
SILT FENCE JOINTS
DRIVE POSTS VERTICALLY INTO THE GROUND TO A MINIMUM DEPTH OF 18".
EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE
LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
ANCHOR TRENCH SHALL BE EXCAVATED BY HAND, WITH TRENCHER, OR
WITH SILT FENCE INSTALLATION MACHINE. NO ROAD GRADERS, BACKHOES,
ETC. SHALL BE USED.
NOT LESS THAN THE BOTTOM 1' OF THE SILT FENCE FABRIC SHALL BE
BURIED IN THE TRENCH.
THE TRENCH SHALL BE COMPACTED BY HAND, WITH "JUMPING JACK" OR BY
WHEEL ROLLING. COMPACTION SHALL BE SUCH THAT THE SILT FENCE
RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND.
SILT FENCE INDICATED IN THE PLANS SHALL BE INSTALLED PRIOR TO ANY
LAND-DISTURBING ACTIVITIES.
USE WOOD POSTS OR OTHER MATERIAL AS ACCEPTED BY THE CITY.
INSTALLATION NOTES:
1.
2.
3.
4.
5.
6.
7.
THE CONTRACTOR SHALL INSPECT SILT FENCE EVERY TWO WEEKS AND
AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT
UPSTREAM SEDIMENT AS NECESSARY.
SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVED
WHEN THE UPSTREAM SEDIMENT REACHES A DEPTH OF 6".
SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM DISTURBED AREA IS
STABILIZED AND GRASS COVER IS ACCEPTED BY THE CITY. IF ANY
DISTURBED AREA EXISTS AFTER REMOVAL, IT SHALL BE SEEDED AND
MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY.
MAINTENANCE NOTES:
1.
2.
3.
4" MIN.
4" MIN.
1
1
2" x 1
1
2" WOODEN FENCE POSTS
SF
100' EASEMENT
LARIMER AND WELD CANAL
100' EASEMENT
LARIMER AND WELD CANAL
ROW
UTILITY EASEMENT
BFE=4975.49'
SECTION 10742
BFE=4979.54'
SECTION 11023
SF SF SF
SF
SF SF
SF
SF
SF
SF
SF
SF
SF SF SF
SF
SF
SF
SF
SF SF
SF SF SF SF SF
SF
SF SF
SF
SF
SF
SF
SF
SF SF
SF
SF
SF SF SF SF
SF
SF
BFE=4975.45'
SECTION 10454
PRIMARY ENTRANCE
SOUTHWEST ACCESS LOCATION
FOR CONSTRUCTION, MAINTENANCE
AND EMERGENCY
AGGREGATE BASE COURSE
FOR ACCESS ROAD
CDOT CLASS 5 OR 6 AGGREGATE BASE COURSE
FOR EMEGANCY ACCESS ROAD
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
X
X
X
X
X
X
X
W
W
W
W
W
W
W W
W
W
W
W
W
W
X
X X X X
X
FO
FO
FO
FO
FO
FO
FO
FO
W
W
W
W W
W
W
W
W
W
W
W
X X X
X
X X X X X
X
X
X X X
X
ST
1737
UICV -Utility.Irrigation.Control Valve
4974.1738 19
UICV -Utility.Irrigation.Control Valve
4974.17
6"
3"
6"
6"
24"
1818
LWT1 B
4981.63
1819
LWT1 RBRK1
4981.67
1820
LWT1 RBRK1
4981.66
1821
LWT1
4981.65
24HX48W" RCP
I.E.= 4979.01
D
RIM=4982.61
I.E.()(0" xxx)=4982.6
1838
UICV -Utility.Irrigation.Control Valve
4980.53
1845
UICV -Utility.Irrigation.Control Valve
4981.14
1854
VOID
4979.51
1858
INV
4979.27
E
W W W W
W
W
W
W
W
E
E
E
E
E
E
E
E
E E
E
E
E
E
W
W
W
W
W
W
W
W
W
W
W
W
5
044
INV
4979.92
5726
DAIS RFL1 -Drainage.Area Inlet.Square
4984.32
5727
DAIS RFL1 -Drainage.Area Inlet.Square
4984.33
5741
SI -Sign.Information
4984.50
5742
SI -Sign.Information
4984.42 5743
SI -Sign.Information
4984.56
5744
SI -Sign.Information
4984.46 5745
SI -Sign.Information
4984.41
5746
SI -Sign.Information
4984.38 5747
SI -Sign.Information
4984.38
5748
SI -Sign.Information
4984.36
5201
WATER ELEV
4973.59
5618
LCS1 B -Landscape.Concrete.Slab
4982.08
5619
LCS1 -Landscape.Concrete.Slab
4982.44
5620
LCS1 -Landscape.Concrete.Slab
4982.37
5621
LCS1 CL -Landscape.Concrete.Slab
4981.97
5648
UICV -Utility.Irrigation.Control Valve
4982.46 5649
UICV -Utility.Irrigation.Control Valve
4982.35
5666
UICV -Utility.Irrigation.Control Valve
4982.93
5672
UICV -Utility.Irrigation.Control Valve
4984.98
5673
UICV -Utility.Irrigation.Control Valve
5674 4985.52
UICV -Utility.Irrigation.Control Valve
4985.50
3"
6"
6"
6"
6"
5564
UICV -Utility.Irrigation.Control Valve
4984.30
5588
UICV -Utility.Irrigation.Control Valve
4982.43
5591
UICV -Utility.Irrigation.Control Valve
4981.09
5594
UICV -Utility.Irrigation.Control Valve
4980.53
5596
UICV -Utility.Irrigation.Control Valve
4980.42 5597
UICV -Utility.Irrigation.Control Valve
4980.19
5603
INV
4980.28
5604
INV
4980.09
W
W
W
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
W
E
E
E
E
E
E
E
G
G
G
G
G
G
G
W
W
X X X
X X X
X
X
X
X
X X
OHE
OHE
OHE
OHE
OHE OHE OHE OHE OHE OHE
OHE
OHE OHE OHE
1
941
UWV -Utility.Water.Valve
4973.93
1943
UWFH UWU1 -Utility.Water.Fire Hydrant
4974.72
1953
UPSL UEU1 -Utility.Pole.Street Light
4972.92
1954
UPSL UEU1 -Utility.Pole.Street Light
4972.92
1959
UGU1 B
4973.88
1960
UGU1
4974.43
1961
UGU1
4974.69
1964
UGU1
4974.64
1965
UGU1
4974.80
S
RIM=4974.36
I.E.()(4" PVC)=4964.7
I.E.()(8" PVC)=4964.6
I.E.()(4" PVC)=4964.7
I.E.()(4" PVC)=4964.7
2055
UGU1
4974.96
2056
UGU1 UGU2 B
4974.95
2057
UGU2
4975.78
2058
UGU1
4974.58
2059
UGU1
4975.19
2060
UGU1 UGU2 B
4975.21
2061
UGU2
4975.85
2062
UGU1
4974.20
2063
UGU1
4974.52
2064
UGU1
4974.37
2065
UGU1
4974.78
2066
UGU1
4973.98
W 2074
UWM UWU1 -Utility.Water.Meter
W 2076 4975.57
UWM -Utility.Water.Meter
4975.06
6"
9"
3"
12"
12"
9"
9"
9"
18"
15"
15"
15"
E
W
5392
WATER ELEV
4973.66
5451
LCS1 -Landscape.Concrete.Slab
4978.99
5462
LCS2 -Landscape.Concrete.Slab
4978.96
5463
LCS1 -Landscape.Concrete.Slab
4978.96
5478
LCS2 -Landscape.Concrete.Slab
4979.05
5479
LCS1 -Landscape.Concrete.Slab
4979.04
5480
LCS1 -Landscape.Concrete.Slab
4979.03
5481
LCS2 -Landscape.Concrete.Slab
4978.99
5482
LCS1 -Landscape.Concrete.Slab
4979.00
5483
LCS2 -Landscape.Concrete.Slab
4979.02
5484
LCS1 -Landscape.Concrete.Slab
4979.02
5485
LCS2 -Landscape.Concrete.Slab
4979.04
5486
LCS1 -Landscape.Concrete.Slab
4979.08
5487
LCS2 -Landscape.Concrete.Slab
4979.04
5488
LCS1 -Landscape.Concrete.Slab
4978.96
5489
LCS2 -Landscape.Concrete.Slab
4978.98
5497
LCS1 -Landscape.Concrete.Slab
4979.03
5498
LCS2 -Landscape.Concrete.Slab
4979.00
5505
LCS1 -Landscape.Concrete.Slab
4978.95
5506
LCS2 -Landscape.Concrete.Slab
4979.00
5513
LCS1 -Landscape.Concrete.Slab
4979.02
5514
LCS1 LCS2 -Landscape.Concrete.Slab
4979.07
S
RIM=4977.84
I.E.()(0" PVC)=4965.6
I.E.()(0" PVC)=4965.7
6" 6"
6"
12"
18"
5817
VOID
4977.38
18"
3"
3"
3"
3" 6"
12"
15"
5837
VOID
4977.72
12"
5847
BOX COR
4979.35
5848
BOX COR
4979.5849 32
BOX COR
4979.12
5850
BOX COR
4979.23
5855
UWPIV -Utility.Water.Post Indicator Valve
4977.95
S RIM=4973.33
I.E.()(16" PVC)=4963.4
I.E.()(18" PVC)=4963.5
SS
SS SS SS SS SS
SS SS
SS SS SS
SS SS SS
2557
LWT1 B
4981.63
2558
LWT1 RBRK1
4981.67
2559
LWT1 RBRK1
4981.66
2560
LWT1
4981.65
2586
MF 1IN ALCAP ILL -Monument.Found
4980.05
2587
MF 1IN ALCAP 28285 -Monument.Found
4979.88
2588
MF 1IN ALCAP ILL -Monument.Found
4979.54
2589
MF 1IN ALCAP 24307 -Monument.Found
4979.99
2590
MF 1IN ALCAP 24307 -Monument.Found
4976.87
5929
LCS1 B -Landscape.Concrete.Slab
4982.08
5930
LCS1 -Landscape.Concrete.Slab
4982.44
5931
LCS1 -Landscape.Concrete.Slab
4982.37
5932
LCS1 CL -Landscape.Concrete.Slab
4981.97
2615
MF 1.5 IN ALCAP ILL -Monument.Found
4976.89
2655
UGU1 B
4973.88
2656
UGU1
4974.43
2657
UGU1
4974.69
2660
UGU1
4974.64
2661
UGU1
4974.80
2665
UGU1
4974.96
2666
UGU1 UGU2 B
4974.95
2667
UGU2
4975.78
2668
UGU1
4974.58
2669
UGU1
4975.19
2670
UGU1 UGU2 B
4975.21
2671
UGU2
4975.85
2672
UGU1
4974.20
2673
UGU1
4974.52
2674
UGU1
4974.37
2675
UGU1
4974.78
2676
UGU1
4973.98
6128
LCS1 B -Landscape.Concrete.Slab
4978.93
6129
LCS2 B -Landscape.Concrete.Slab
4978.98
6132
LCS2 -Landscape.Concrete.Slab
4978.95
6133
LCS1 -Landscape.Concrete.Slab
4978.99
6134
LCS1 -Landscape.Concrete.Slab
4978.91
6135
LCS2 -Landscape.Concrete.Slab
4978.95
6137
LCS2 -Landscape.Concrete.Slab
4978.96
6138
LCS1 -Landscape.Concrete.Slab
4978.96
6149
LCS2 -Landscape.Concrete.Slab
4979.05
6150
LCS1 -Landscape.Concrete.Slab
4979.04
6151
LCS1 -Landscape.Concrete.Slab
4979.03
6152
LCS2 -Landscape.Concrete.Slab
4978.99
6153
LCS1 -Landscape.Concrete.Slab
4979.00
6154
LCS2 -Landscape.Concrete.Slab
4979.02
6155
LCS1 -Landscape.Concrete.Slab
4979.02
6156
LCS2 -Landscape.Concrete.Slab
4979.04
6157
LCS1 -Landscape.Concrete.Slab
4979.08
6158
LCS2 -Landscape.Concrete.Slab
4979.04
6159
LCS1 -Landscape.Concrete.Slab
4978.96
6160
LCS2 -Landscape.Concrete.Slab
4978.98
6168
LCS1 -Landscape.Concrete.Slab
4979.03
6169
LCS2 -Landscape.Concrete.Slab
4979.00
6176
LCS1 -Landscape.Concrete.Slab
4978.95
6177
LCS2 -Landscape.Concrete.Slab
4979.00
6184
LCS1 -Landscape.Concrete.Slab
4979.02
6185
LCS1 LCS2 -Landscape.Concrete.Slab
4979.07
SS
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE
OHE OHE OHE
(73.3)
(73.7)
(73.1)
(79.5)
(73.1)
(75.9)
(77.6)
(77.9)
(79.1)
(77.3)
(75.8) (73.4)
(76.4) (73.5)
(74.1)
(77.1) (73.6)
(77.5) (73.5)
(77.9) (73.5)
-3.33%
-3.04%
-2.65%
-2.19%
-1.79%
-2.45%
-2.37%
-1.48%
-2.58%
SF SF
SF SF
SF SF
SF
SF SF SF
SF
SF
SF SF SF SF
-1.47%
-1.36%
-3.74%
-1.65%
-1.65%
-2.91%
-2.52%
-2.81%
-2.99%
-3.74%
???
-3.76%
-1.57%
-1.85%
-3.51%
80.9
80.5
80.1
79.4
78.8
76.5
76.5
76.6
76.5
76.5
SILT FENCE 316 LF
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'sbelow.
Call before you dig.
R
4 of 5
EROSION CONTROL PLAN
SEDIMENT AND
No. Revisions: By: Date:
REVIEWED BY:
A. REESE
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
APRIL 5, 2019
PROJECT:
1628-001
Sheet
DRAWING FILENAME: P:\1628-001\Dwg\Drng\1628-001-EROS.dwg LAYOUT NAME: EROSION CONTROL DATE: Apr 23, 2019 - 1:08pm CAD OPERATOR: isaac
LIST OF XREFS: [1628-001_xSITE] [NES-xborder_22x34] [1628-001_xTOPO] [1628-001_xEXST]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
REVIEW SET
NOT FOR CONSTRUCTION
04.23.19
WATERGLEN SOLAR ARRAY
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN
UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN
ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK.
BEFORE COMMENCING NEW CONSTRUCTION, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR
FOR ALL UNKNOWN UNDERGROUND UTILITIES
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES,
EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER
EASEMENTS, AND OTHER SURVEY INFORMATION.
3. SPOTS ELEVATIONS SHOWN ARE FINISHED GRADE
ELEVATIONS UNLESS OTHERWISE NOTED.
4. THE TOP OF CONCRETE ELEVATIONS SHOWN ARE THE
MINIMUM ELEVATIONS OF 4977.50' AND 24" ABOVE THE
REQUIRED PROTECTION FROM THE 100-YEAR STORM.
5. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS
VERTICAL DATUM; NAVD 88 (UNADJUSTED). SEE COVER
SHEET FOR BENCHMARK REFERENCES.
6. REFER TO THE CITY OF FORT COLLINS STANDARDS AND
SPECIFICATIONS FOR GRADING EROSION SEDIMENT
CONTROL STANDARD NOTES AND DETAILS.
SF SF
NORTH
( IN FEET )
0
1 INCH = 50 FEET
50 50
76.5
(73.4)
2.0%
11'
33.3' OPEN AREA
BOXELDER SANITATION
20' SANITARY SEWER EASEMENT
EXISTING 20' UTILITY ESAEMENT
EX PUMP HOUSE
EX IRRIGATION
STRUCTURE
INVERTER AC COMBINER PANEL & DISCONNECT
100' EASEMENT
LARIMER AND WELD CANAL
100' EASEMENT
LARIMER AND WELD CANAL
ROW
UTILITY EASEMENT
BFE=4975.49'
SECTION 10742
BFE=4979.54'
SECTION 11023
NORTH LINE OF SOUTHEAST 1
4 OF
SECTION 4, T7N, R68W
75' CHEYENNE-POUDRE
TRANSMISSION LINE EASEMENT
BFE=4975.45'
SECTION 10454
PRIMARY ENTRANCE
SOUTHWEST ACCESS LOCATION
FOR CONSTRUCTION, MAINTENANCE
AND EMERGENCY
AGGREGATE BASE COURSE
FOR ACCESS ROAD
AGGREGATE BASE COURSE
FOR ACCESS ROAD
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
X
X
X
X
X
X
X
W
W
W
W
W
W
W W
W
W
W
W
W
W
X
X X X X
X
FO
FO
FO
FO
FO
FO
FO
FO
W
W
W
W W
W
W
W
W
W
W
W
X X X
X
X X X X X
X
X
X X X
X
ST
1737
UICV -Utility.Irrigation.Control Valve
4974.1738 19
UICV -Utility.Irrigation.Control Valve
4974.17
6"
3"
6"
6"
24"
1818
LWT1 B
4981.63
1819
LWT1 RBRK1
4981.67
1820
LWT1 RBRK1
4981.66
1821
LWT1
4981.65
24HX48W" RCP
I.E.= 4979.01
D
RIM=4982.61
I.E.()(0" xxx)=4982.6
1838
UICV -Utility.Irrigation.Control Valve
4980.53
1845
UICV -Utility.Irrigation.Control Valve
4981.14
1854
VOID
4979.51
1858
INV
4979.27
E
W W W W
W
W
W
W
W
E
E
E
E
E
E
E
E
E E
E
E
E
E
W
W
W
W
W
W
W
W
W
W
W
W
5
044
INV
4979.92
5726
DAIS RFL1 -Drainage.Area Inlet.Square
4984.32
5727
DAIS RFL1 -Drainage.Area Inlet.Square
4984.33
5741
SI -Sign.Information
4984.50
5742
SI -Sign.Information
4984.42 5743
SI -Sign.Information
4984.56
5744
SI -Sign.Information
4984.46 5745
SI -Sign.Information
4984.41
5746
SI -Sign.Information
4984.38 5747
SI -Sign.Information
4984.38
5748
SI -Sign.Information
4984.36
5201
WATER ELEV
4973.59
5618
LCS1 B -Landscape.Concrete.Slab
4982.08
5619
LCS1 -Landscape.Concrete.Slab
4982.44
5620
LCS1 -Landscape.Concrete.Slab
4982.37
5621
LCS1 CL -Landscape.Concrete.Slab
4981.97
5648
UICV -Utility.Irrigation.Control Valve
4982.46 5649
UICV -Utility.Irrigation.Control Valve
4982.35
5666
UICV -Utility.Irrigation.Control Valve
4982.93
5672
UICV -Utility.Irrigation.Control Valve
4984.98
5673
UICV -Utility.Irrigation.Control Valve
5674 4985.52
UICV -Utility.Irrigation.Control Valve
4985.50
3"
6"
6"
6"
6"
5564
UICV -Utility.Irrigation.Control Valve
4984.30
5588
UICV -Utility.Irrigation.Control Valve
4982.43
5591
UICV -Utility.Irrigation.Control Valve
4981.09
5594
UICV -Utility.Irrigation.Control Valve
4980.53
5596
UICV -Utility.Irrigation.Control Valve
4980.42 5597
UICV -Utility.Irrigation.Control Valve
4980.19
5603
INV
4980.28
5604
INV
4980.09
W
W
W
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
W
E
E
E
E
E
E
E
G
G
G
G
G
G
G
W
W
X X X
X X X
X
X
X
X
X X
OHE
OHE
OHE
OHE
OHE OHE OHE OHE OHE OHE
OHE
OHE OHE OHE
1
941
UWV -Utility.Water.Valve
4973.93
1943
UWFH UWU1 -Utility.Water.Fire Hydrant
4974.72
1953
UPSL UEU1 -Utility.Pole.Street Light
4972.92
1954
UPSL UEU1 -Utility.Pole.Street Light
4972.92
1959
UGU1 B
4973.88
1960
UGU1
4974.43
1961
UGU1
4974.69
1964
UGU1
4974.64
1965
UGU1
4974.80
S
RIM=4974.36
I.E.()(4" PVC)=4964.7
I.E.()(8" PVC)=4964.6
I.E.()(4" PVC)=4964.7
I.E.()(4" PVC)=4964.7
2055
UGU1
4974.96
2056
UGU1 UGU2 B
4974.95
2057
UGU2
4975.78
2058
UGU1
4974.58
2059
UGU1
4975.19
2060
UGU1 UGU2 B
4975.21
2061
UGU2
4975.85
2062
UGU1
4974.20
2063
UGU1
4974.52
2064
UGU1
4974.37
2065
UGU1
4974.78
2066
UGU1
4973.98
W 2074
UWM UWU1 -Utility.Water.Meter
W 2076 4975.57
UWM -Utility.Water.Meter
4975.06
6"
9"
3"
12"
12"
9"
9"
9"
18"
15"
15"
15"
E
W
5392
WATER ELEV
4973.66
5451
LCS1 -Landscape.Concrete.Slab
4978.99
5462
LCS2 -Landscape.Concrete.Slab
4978.96
5463
LCS1 -Landscape.Concrete.Slab
4978.96
5478
LCS2 -Landscape.Concrete.Slab
4979.05
5479
LCS1 -Landscape.Concrete.Slab
4979.04
5480
LCS1 -Landscape.Concrete.Slab
4979.03
5481
LCS2 -Landscape.Concrete.Slab
4978.99
5482
LCS1 -Landscape.Concrete.Slab
4979.00
5483
LCS2 -Landscape.Concrete.Slab
4979.02
5484
LCS1 -Landscape.Concrete.Slab
4979.02
5485
LCS2 -Landscape.Concrete.Slab
4979.04
5486
LCS1 -Landscape.Concrete.Slab
4979.08
5487
LCS2 -Landscape.Concrete.Slab
4979.04
5488
LCS1 -Landscape.Concrete.Slab
4978.96
5489
LCS2 -Landscape.Concrete.Slab
4978.98
5497
LCS1 -Landscape.Concrete.Slab
4979.03
5498
LCS2 -Landscape.Concrete.Slab
4979.00
5505
LCS1 -Landscape.Concrete.Slab
4978.95
5506
LCS2 -Landscape.Concrete.Slab
4979.00
5513
LCS1 -Landscape.Concrete.Slab
4979.02
5514
LCS1 LCS2 -Landscape.Concrete.Slab
4979.07
S
RIM=4977.84
I.E.()(0" PVC)=4965.6
I.E.()(0" PVC)=4965.7
6" 6"
6"
12"
18"
5817
VOID
4977.38
18"
3"
3"
3"
3" 6"
12"
15"
5837
VOID
4977.72
12"
5847
BOX COR
4979.35
5848
BOX COR
4979.5849 32
BOX COR
4979.12
5850
BOX COR
4979.23
5855
UWPIV -Utility.Water.Post Indicator Valve
4977.95
S RIM=4973.33
I.E.()(16" PVC)=4963.4
I.E.()(18" PVC)=4963.5
SS
SS SS SS SS SS
SS SS
SS SS SS
SS SS SS
2557
LWT1 B
4981.63
2558
LWT1 RBRK1
4981.67
2559
LWT1 RBRK1
4981.66
2560
LWT1
4981.65
2586
MF 1IN ALCAP ILL -Monument.Found
4980.05
2587
MF 1IN ALCAP 28285 -Monument.Found
4979.88
2588
MF 1IN ALCAP ILL -Monument.Found
4979.54
2589
MF 1IN ALCAP 24307 -Monument.Found
4979.99
2590
MF 1IN ALCAP 24307 -Monument.Found
4976.87
5929
LCS1 B -Landscape.Concrete.Slab
4982.08
5930
LCS1 -Landscape.Concrete.Slab
4982.44
5931
LCS1 -Landscape.Concrete.Slab
4982.37
5932
LCS1 CL -Landscape.Concrete.Slab
4981.97
2615
MF 1.5 IN ALCAP ILL -Monument.Found
4976.89
2655
UGU1 B
4973.88
2656
UGU1
4974.43
2657
UGU1
4974.69
2660
UGU1
4974.64
2661
UGU1
4974.80
2665
UGU1
4974.96
2666
UGU1 UGU2 B
4974.95
2667
UGU2
4975.78
2668
UGU1
4974.58
2669
UGU1
4975.19
2670
UGU1 UGU2 B
4975.21
2671
UGU2
4975.85
2672
UGU1
4974.20
2673
UGU1
4974.52
2674
UGU1
4974.37
2675
UGU1
4974.78
2676
UGU1
4973.98
6128
LCS1 B -Landscape.Concrete.Slab
4978.93
6129
LCS2 B -Landscape.Concrete.Slab
4978.98
6132
LCS2 -Landscape.Concrete.Slab
4978.95
6133
LCS1 -Landscape.Concrete.Slab
4978.99
6134
LCS1 -Landscape.Concrete.Slab
4978.91
6135
LCS2 -Landscape.Concrete.Slab
4978.95
6137
LCS2 -Landscape.Concrete.Slab
4978.96
6138
LCS1 -Landscape.Concrete.Slab
4978.96
6149
LCS2 -Landscape.Concrete.Slab
4979.05
6150
LCS1 -Landscape.Concrete.Slab
4979.04
6151
LCS1 -Landscape.Concrete.Slab
4979.03
6152
LCS2 -Landscape.Concrete.Slab
4978.99
6153
LCS1 -Landscape.Concrete.Slab
4979.00
6154
LCS2 -Landscape.Concrete.Slab
4979.02
6155
LCS1 -Landscape.Concrete.Slab
4979.02
6156
LCS2 -Landscape.Concrete.Slab
4979.04
6157
LCS1 -Landscape.Concrete.Slab
4979.08
6158
LCS2 -Landscape.Concrete.Slab
4979.04
6159
LCS1 -Landscape.Concrete.Slab
4978.96
6160
LCS2 -Landscape.Concrete.Slab
4978.98
6168
LCS1 -Landscape.Concrete.Slab
4979.03
6169
LCS2 -Landscape.Concrete.Slab
4979.00
6176
LCS1 -Landscape.Concrete.Slab
4978.95
6177
LCS2 -Landscape.Concrete.Slab
4979.00
6184
LCS1 -Landscape.Concrete.Slab
4979.02
6185
LCS1 LCS2 -Landscape.Concrete.Slab
4979.07
SS
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE
OHE OHE OHE
4979.450
EXISTING ELECTRIC TRANSFORMER
PROPOSED CONNECTION
E
E
E
E
E E
E
E
E
E
E
E
E E
E
E
PROPOSED ELECTRIC
430 LF
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'sbelow.
Call before you dig.
R
4 of 6
SITE PLAN
No. Revisions: By: Date:
REVIEWED BY:
A. REESE
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
APRIL 5, 2019
PROJECT:
1628-001
Sheet
DRAWING FILENAME: P:\1628-001\Dwg\Site\1628-001-SITE_PLAN.dwg LAYOUT NAME: SITE PLAN DATE: Apr 23, 2019 - 1:08pm CAD OPERATOR: isaac
LIST OF XREFS: [1628-001_xSITE] [NES-xborder_22x34] [1628-001_xTOPO] [1628-001_xEXST]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
REVIEW SET
NOT FOR CONSTRUCTION
04.23.19
WATERGLEN SOLAR ARRAY
NORTH
( IN FEET )
0
1 INCH = 50 FEET
50 50
W W
W
W
W
W
W
W
X
X X X X
X
FO
FO
FO
FO
FO
FO
FO
FO
W
W
W
W W
W
W
W
W
W
W
W
X X X
X
X X X X X
X
X
X X X
X
ST
1737
UICV -Utility.Irrigation.Control Valve
4974.1738 19
UICV -Utility.Irrigation.Control Valve
4974.17
6"
3"
6"
6"
24"
1818
LWT1 B
4981.63
1819
LWT1 RBRK1
4981.67
1820
LWT1 RBRK1
4981.66
1821
LWT1
4981.65
24HX48W" RCP
I.E.= 4979.01
D
RIM=4982.61
I.E.()(0" xxx)=4982.6
1838
UICV -Utility.Irrigation.Control Valve
4980.53
1845
UICV -Utility.Irrigation.Control Valve
4981.14
1854
VOID
4979.51
1858
INV
4979.27
E
W W W W
W
W
W
W
W
E
E
E
E
E
E
E
E
E E
E
E
E
E
W
W
W
W
W
W
W
W
W
W
W
W
5
044
INV
4979.92
5726
DAIS RFL1 -Drainage.Area Inlet.Square
4984.32
5727
DAIS RFL1 -Drainage.Area Inlet.Square
4984.33
5741
SI -Sign.Information
4984.50
5742
SI -Sign.Information
4984.42 5743
SI -Sign.Information
4984.56
5744
SI -Sign.Information
4984.46 5745
SI -Sign.Information
4984.41
5746
SI -Sign.Information
4984.38 5747
SI -Sign.Information
4984.38
5748
SI -Sign.Information
4984.36
5201
WATER ELEV
4973.59
5618
LCS1 B -Landscape.Concrete.Slab
4982.08
5619
LCS1 -Landscape.Concrete.Slab
4982.44
5620
LCS1 -Landscape.Concrete.Slab
4982.37
5621
LCS1 CL -Landscape.Concrete.Slab
4981.97
5648
UICV -Utility.Irrigation.Control Valve
4982.46 5649
UICV -Utility.Irrigation.Control Valve
4982.35
5666
UICV -Utility.Irrigation.Control Valve
4982.93
5672
UICV -Utility.Irrigation.Control Valve
4984.98
5673
UICV -Utility.Irrigation.Control Valve
5674 4985.52
UICV -Utility.Irrigation.Control Valve
4985.50
3"
6"
6"
6"
6"
5564
UICV -Utility.Irrigation.Control Valve
4984.30
5588
UICV -Utility.Irrigation.Control Valve
4982.43
5591
UICV -Utility.Irrigation.Control Valve
4981.09
5594
UICV -Utility.Irrigation.Control Valve
4980.53
5596
UICV -Utility.Irrigation.Control Valve
4980.42 5597
UICV -Utility.Irrigation.Control Valve
4980.19
5603
INV
4980.28
5604
INV
4980.09
W
W
W
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
W
E
E
E
E
E
E
E
G
G
G
G
G
G
G
W
W
X X X
X X X
X
X
X
X
X X
OHE
OHE
OHE
OHE
OHE OHE OHE OHE OHE OHE
OHE
OHE OHE OHE
1
941
UWV -Utility.Water.Valve
4973.93
1943
UWFH UWU1 -Utility.Water.Fire Hydrant
4974.72
1953
UPSL UEU1 -Utility.Pole.Street Light
4972.92
1954
UPSL UEU1 -Utility.Pole.Street Light
4972.92
1959
UGU1 B
4973.88
1960
UGU1
4974.43
1961
UGU1
4974.69
1964
UGU1
4974.64
1965
UGU1
4974.80
S
RIM=4974.36
I.E.()(4" PVC)=4964.7
I.E.()(8" PVC)=4964.6
I.E.()(4" PVC)=4964.7
I.E.()(4" PVC)=4964.7
2055
UGU1
4974.96
2056
UGU1 UGU2 B
4974.95
2057
UGU2
4975.78
2058
UGU1
4974.58
2059
UGU1
4975.19
2060
UGU1 UGU2 B
4975.21
2061
UGU2
4975.85
2062
UGU1
4974.20
2063
UGU1
4974.52
2064
UGU1
4974.37
2065
UGU1
4974.78
2066
UGU1
4973.98
W 2074
UWM UWU1 -Utility.Water.Meter
W 2076 4975.57
UWM -Utility.Water.Meter
4975.06
6"
9"
3"
12"
12"
9"
9"
9"
18"
15"
15"
15"
E
W
5392
WATER ELEV
4973.66
5451
LCS1 -Landscape.Concrete.Slab
4978.99
5462
LCS2 -Landscape.Concrete.Slab
4978.96
5463
LCS1 -Landscape.Concrete.Slab
4978.96
5478
LCS2 -Landscape.Concrete.Slab
4979.05
5479
LCS1 -Landscape.Concrete.Slab
4979.04
5480
LCS1 -Landscape.Concrete.Slab
4979.03
5481
LCS2 -Landscape.Concrete.Slab
4978.99
5482
LCS1 -Landscape.Concrete.Slab
4979.00
5483
LCS2 -Landscape.Concrete.Slab
4979.02
5484
LCS1 -Landscape.Concrete.Slab
4979.02
5485
LCS2 -Landscape.Concrete.Slab
4979.04
5486
LCS1 -Landscape.Concrete.Slab
4979.08
5487
LCS2 -Landscape.Concrete.Slab
4979.04
5488
LCS1 -Landscape.Concrete.Slab
4978.96
5489
LCS2 -Landscape.Concrete.Slab
4978.98
5497
LCS1 -Landscape.Concrete.Slab
4979.03
5498
LCS2 -Landscape.Concrete.Slab
4979.00
5505
LCS1 -Landscape.Concrete.Slab
4978.95
5506
LCS2 -Landscape.Concrete.Slab
4979.00
5513
LCS1 -Landscape.Concrete.Slab
4979.02
5514
LCS1 LCS2 -Landscape.Concrete.Slab
4979.07
S
RIM=4977.84
I.E.()(0" PVC)=4965.6
I.E.()(0" PVC)=4965.7
6" 6"
6"
12"
18"
5817
VOID
4977.38
18"
3"
3"
3"
3" 6"
12"
15"
5837
VOID
4977.72
12"
5847
BOX COR
4979.35
5848
BOX COR
4979.5849 32
BOX COR
4979.12
5850
BOX COR
4979.23
5855
UWPIV -Utility.Water.Post Indicator Valve
4977.95
S RIM=4973.33
I.E.()(16" PVC)=4963.4
I.E.()(18" PVC)=4963.5
SS
SS SS SS SS SS
SS SS
SS SS SS
SS SS SS
2557
LWT1 B
4981.63
2558
LWT1 RBRK1
4981.67
2559
LWT1 RBRK1
4981.66
2560
LWT1
4981.65
2586
MF 1IN ALCAP ILL -Monument.Found
4980.05
2587
MF 1IN ALCAP 28285 -Monument.Found
4979.88
2588
MF 1IN ALCAP ILL -Monument.Found
4979.54
2589
MF 1IN ALCAP 24307 -Monument.Found
4979.99
2590
MF 1IN ALCAP 24307 -Monument.Found
4976.87
5929
LCS1 B -Landscape.Concrete.Slab
4982.08
5930
LCS1 -Landscape.Concrete.Slab
4982.44
5931
LCS1 -Landscape.Concrete.Slab
4982.37
5932
LCS1 CL -Landscape.Concrete.Slab
4981.97
2615
MF 1.5 IN ALCAP ILL -Monument.Found
4976.89
2655
UGU1 B
4973.88
2656
UGU1
4974.43
2657
UGU1
4974.69
2660
UGU1
4974.64
2661
UGU1
4974.80
2665
UGU1
4974.96
2666
UGU1 UGU2 B
4974.95
2667
UGU2
4975.78
2668
UGU1
4974.58
2669
UGU1
4975.19
2670
UGU1 UGU2 B
4975.21
2671
UGU2
4975.85
2672
UGU1
4974.20
2673
UGU1
4974.52
2674
UGU1
4974.37
2675
UGU1
4974.78
2676
UGU1
4973.98
6128
LCS1 B -Landscape.Concrete.Slab
4978.93
6129
LCS2 B -Landscape.Concrete.Slab
4978.98
6132
LCS2 -Landscape.Concrete.Slab
4978.95
6133
LCS1 -Landscape.Concrete.Slab
4978.99
6134
LCS1 -Landscape.Concrete.Slab
4978.91
6135
LCS2 -Landscape.Concrete.Slab
4978.95
6137
LCS2 -Landscape.Concrete.Slab
4978.96
6138
LCS1 -Landscape.Concrete.Slab
4978.96
6149
LCS2 -Landscape.Concrete.Slab
4979.05
6150
LCS1 -Landscape.Concrete.Slab
4979.04
6151
LCS1 -Landscape.Concrete.Slab
4979.03
6152
LCS2 -Landscape.Concrete.Slab
4978.99
6153
LCS1 -Landscape.Concrete.Slab
4979.00
6154
LCS2 -Landscape.Concrete.Slab
4979.02
6155
LCS1 -Landscape.Concrete.Slab
4979.02
6156
LCS2 -Landscape.Concrete.Slab
4979.04
6157
LCS1 -Landscape.Concrete.Slab
4979.08
6158
LCS2 -Landscape.Concrete.Slab
4979.04
6159
LCS1 -Landscape.Concrete.Slab
4978.96
6160
LCS2 -Landscape.Concrete.Slab
4978.98
6168
LCS1 -Landscape.Concrete.Slab
4979.03
6169
LCS2 -Landscape.Concrete.Slab
4979.00
6176
LCS1 -Landscape.Concrete.Slab
4978.95
6177
LCS2 -Landscape.Concrete.Slab
4979.00
6184
LCS1 -Landscape.Concrete.Slab
4979.02
6185
LCS1 LCS2 -Landscape.Concrete.Slab
4979.07
SS
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE
OHE OHE OHE
EXISTING ELECTRIC TRANSFORMER
PROPOSED CONNECTION
TRACT "A" (PARK, U.E., D.E.)
TRACT "C"
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'sbelow.
Call before you dig.
R
3 of 6
EXISTING CONDITIONS
No. Revisions: By: Date:
REVIEWED BY:
A. REESE
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
APRIL 5, 2019
PROJECT:
1628-001
Sheet
DRAWING FILENAME: P:\1628-001\Dwg\Exist\1628-001_ECON.dwg LAYOUT NAME: EXISTING CONDITIONS DATE: Apr 23, 2019 - 1:08pm CAD OPERATOR: isaac
LIST OF XREFS: [NES-xborder_22x34] [1628-001_xTOPO] [1628-001_xEXST]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
REVIEW SET
NOT FOR CONSTRUCTION
04.23.19
WATERGLEN SOLAR ARRAY
NORTH
( IN FEET )
0
1 INCH = 50 FEET
50 50
Lamp Rynearson Inc
Project No. 0218061.01
Date: 10/5/2018
ORIGINAL FIELD SURVEY BY:
PROJECT BENCHMARKS:
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 City of Fort Collins prior to beginning construction.
10. The Developer shall coordinate and cooperate with the City of Fort Collins, 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. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water
Utility.
14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is
discharged into a storm sewer, channel, irrigation ditch or any waters of the United States.
15. 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.
16. The City of Fort Collins 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).
17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be
submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater 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
Stormwater 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.
18. The City of Fort Collins 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
City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development.
19. All recommendations of the FINAL DRAINAGE & EROSION CONTROL REPORT - WATERGLEN PUD, BY JR ENGINEERING, DATED 11/6/1998
by Northern Engineering shall be followed and implemented.
20. 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.
21. 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 the City of Fort Collins street inspector.
22. 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.
23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The
Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins 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 City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work
in the Engineer absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an
improper installation.
24. 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 City of Fort Collins' 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 City of Fort Collins Engineer approves the final
report.
25. 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 the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to
the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then
resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets.
26. 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.
27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for
roads within these districts.
28. 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.
29. 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.
30. 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.
31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The City of
Fort Collins, Larimer County, Colorado), 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.
32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins 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.
33. 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.
34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site
construction activities on Sundays or holidays, unless there is prior written approval by City of Fort Collins.
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 City of Fort Collins 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
Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins
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:
PROJECT DATUM: NAVD88
Basis of Bearings
The Basis of Bearings is the West line of the Northwest 1
4 of Section 4, T. 7N. R. 68 W of the 6th PM. Assumed to bear North.
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 City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in
accordance with the City of Fort Collins 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 Larimer County Engineer
and/or the City of Fort Collins 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 City of Fort Collins, 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 City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage
structures and pipes, for the following private streets: N.A.
48. Approved Variances are listed as follows:
1) Water quality treatment for entire site (Stormwater)
2) Level of Service (Transportation)
CONSTRUCTION NOTES
A. Grading and Erosion Control 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 wind blown 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 (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition
by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control 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 clean up 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 stormwater 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 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.
B. Street Improvement 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 City of Fort Collins 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 City of Fort Collins 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 City of Fort Collins Engineer.
5. Ft. Collins only. 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 City of Fort Collins 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 M.U.T.C.D. (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 City of Fort Collins Inspector and prior to installation of asphalt.
Gutters that hold more than 1/4 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 that 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 City of Fort Collins
Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be
notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector.
C. 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, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic.
3. All signage shall be per the City of Fort Collins 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. Pre-formed thermo-plastic 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 2-year warranty period will begin.
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 2-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.
D. Storm Drainage Notes
1. The City of Fort Collins 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).
2. All recommendations of the FINAL DRAINAGE & EROSION CONTROL REPORT - WATERGLEN PUD, BY JR ENGINEERING, DATED 11/6/1998
by Northern Engineering shall be followed and implemented.
3. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by
submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two
weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the
Stormwater 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.
INFILL AND REDEVELOPMENT NOTE
A. Despite everyone's best efforts, it is impossible to fully display subsurface information prior to excavation. This is especially true in areas of infill and
redevelopment. Unknown subsurface conditions can have cost and schedule implications. Prior to finalizing contract terms, it is strongly
recommended that the Owner and General Contractor have a candid discussion to formulate a strategy for dealing with such circumstances when
they arise. The process and procures should be in place prior to excavation. Allowances and contingencies can address the cost implications, but
additional measures are required to deal with scheduling and factors impacting sequence of work. The Architect, Engineer(s), and Construction
Surveyor should be made aware of the protocol for dealing with such unknown subsurface conditions prior to starting work.
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1 of 4
COVER SHEET
No. Revisions: By: Date:
REVIEWED BY:
A. REESE
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
APRIL 5, 2019
PROJECT:
1628-001
Sheet
DRAWING FILENAME: P:\1628-001\Dwg\1628-001_COVR.dwg LAYOUT NAME: C001 DATE: Apr 23, 2019 - 1:08pm CAD OPERATOR: isaac
LIST OF XREFS: [NES-xborder_22x34]
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
REVIEW SET
NOT FOR CONSTRUCTION
04.23.19
WATERGLEN SOLAR ARRAY
APRIL 23, 2019
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.
These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility
by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins 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 for any reason as acceptance of financial responsibility by the City of Fort
Collins for additional quantities of items shown that may be required during the construction phase.
DISCLAIMER STATEMENT:
CERTIFICATION STATEMENT:
VICINITY MAP
NORTH
Lamp Rynearson Inc
Project No. 0218061.01
Date: 10/5/2018
ORIGINAL FIELD SURVEY BY:
PROJECT BENCHMARKS:
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'sbelow.
Call before you dig.
R
A PORTION OF TRACT A (PARK, U.E., D.E.) - FINAL PLAT WATERGLEN PUD, LOCATED IN THE NORTWEST
QUARTER OF THE NORTHEST QUARTER OF SECTION 4, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH
PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
OWNER/APPLICANT
PROJECT TEAM:
SITE ENGINEER
Northern Engineering Services, Inc.
Isaac Tiley
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
Isaac@NorthernEngineering.com
CONTACT INFORMATION
PROJECT TEAM:
SHEET INDEX
ENGINEER ING
N O R T H E RN
SITE PLANS FOR
UTILITY CONTACT LIST: *
UTILITY COMPANY
* This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for
the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for
locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of
Colorado (UNCC) at 811 for additional information.
PHONE NUMBER
GAS Xcel Energy Pat Kreager (970) 225-7840
ELECTRIC City of Fort Collins Light & Power Rob Irish (970) 224-6167
CABLE Comcast Don Kapperman (970) 567-0425
TELECOM. CenturyLink William Johnson (970) 377-6401
PLANNER City of Fort Collins Planning Services Kai Kleer (970) 416-4284
WATER City of Fort Collins Utilities Shane Boyle (970) 221-6339
WASTEWATER City of Fort Collins Utilities Shane Boyle (970) 221-6339
STORMWATER City of Fort Collins Utilities Shane Boyle (970) 221-6339
CANAL Larimer & Weld Canal Kim Nelson (970) 454-3377
FIRE Poudre Fire Authority Andrew Rosen (970) 416-2892
PROJECT
LOCATION
WATERGLEN SOLAR ARRAY
I-25
RABBIT
BRUSH
PARK
MOUNTAIN VISTA DRIVE
1 C001 COVER SHEET
2 C002 GENERAL & CONSTRUCTION NOTES
3 C100 EXISTING CONDITIONS & DEMOLITION PLAN
4 C200 SITE PLAN
5 C300 EROSION CONTROL PLAN
6 C301 EROSION CONTROL DETAILS
Sandbox Solar
Ian Skor
CSU Powerhouse
Fort Collins, Colorado 80521
ijskor@SandboxSolar.com
VINE DRIVE
RAILROAD
RAILROAD
GREENFIELDS DRIVE