HomeMy WebLinkAboutWATERGLEN SOLAR ARRAY - PDP190010 - DOCUMENT MARKUPS - ROUND 3 - STORMWATER-RELATED DOCUMENTSE
E
E
E
E
E
E
E
X
X
X X
X
X
X
X X X
X
X
X
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
NORTH LINE OF SOUTHEAST 1
4 OF
SECTION 4, T7N, R68W
CANAL ACCESS ROAD
END OF CONCRETE WALL
T.O.W. =4979.05'
END OF CONCRETE WALL
T.O.W. =4978.98'
SILT FENCE 923 LF
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'
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
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
6"
3"
6"
6"
24"
24HX48W" RCP
I.E.= 4979.01
D
RIM=4982.61
I.E.()(0" xxx)=4982.6
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
5044
INV
4979.92
5201
WATER ELEV
4973.59
3"
6"
6"
6"
6"
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
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
W
W
6"
9"
2
12"
9"
9"
17
16
22
E
W
5392
WATER ELEV
4973.66
S
RIM=4977.84
I.E.()(0" PVC)=4965.6
I.E.()(0" PVC)=4965.7
3
4
5
6
5817 7
VOID
4977.38
8
9
10
11
12
13
14
15
5837
VOID
4977.72
18
5847
BOX COR
4979.35
5848
BOX COR
4979.5849 32
BOX COR
4979.12
5850
BOX COR
4979.23
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
SS
OHE OHE
OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
1
19
20
21
SF
SF SF SF SF SF SF
SF
SF
SF
SF
SF
SF SF
SF
SF
SILT FENCE 316 LF
20' ACCESS
& UTILITY EASEMENT
20' ACCESS
20' ACCESS 75' CHEYENNE-POUDRE
TRANSMISSION LINE EASEMENT
BOXELDER SANITATION
20' SANITARY SEWER EASEMENT
EXISTING 20' UTILITY ESAEMENT
100' EASEMENT
LARIMER AND WELD CANAL
100' EASEMENT
LARIMER AND WELD CANAL
ROW
UTILITY EASEMENT
(73.3)
(75.1)
(72.5)
(79.5)
(79.08)
(75.9)
(77.6)
(77.97)
(78.86)
(77.3)
(75.8) (73.6)
(76.6) (73.2)
(74.0)
(72.8)
(77.2)
(76.5) (72.7)
(77.6)
(73.0)
-3.14%
-2.70%
-2.50%
-1.96%
-1.22%
-2.45%
-2.41%
-1.48%
-2.58%
-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
76.5
76.5
76.6
-3.69%
-2.73%
(78.4)
80.9
(76.6)
80.9
(73.7)
76.7
(74.9)
77.9
-2.44%
-0.76%
-1.19%
-2.81%
-0.69%
-0.86%
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
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%
5 of 7
EROSION CONTROL DETAILS
SEDIMENT AND
Sheet
WATERGLEN SOLAR ARRAY
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
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