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12
"
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12
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12
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12
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12
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12
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12
"
W
W F
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VAULT
ELEC
S
S
E E E E E E E E E E E E E E E E E E
W
F
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W
W
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W T
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D
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VAULT
ELEC
VAULT
ELEC
E
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VAULT
ELECE
E
E
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W
W
W
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UDUD
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EE
E
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S
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W
W
S
HYD
TEST
STAH2O
VAUL
T
ELEC
HY D
TEST
STA
A R V
H2O
V.P.
ST
HYD
W
VAUL
T
ELEC
ELEC
ELEC
S
F.O.
W
VAUL
T
ELEC
VAUL
T
ELEC
VAUL
T
ELEC
VAUL
T
ELEC
VAUL
T
ELEC
VAUL
T
ELEC
VAUL
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ELEC
VAUL
T
ELEC
X
X
XX
SS
SS
SS
X
X
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X
12
"
W
12" W
E
12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
E
8" W
W
G
G E
E
E
G G
12" W
EFO
12" W
E
E
E
E
E
E
E
E
E
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E
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E
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E
E
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E
24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W
24
"
W
STST
ST
SS
GAS
EXISTING 10"
SANITARY SEWER
(BOXELDER)
EXISTING 8" WATER
(ELCO)
CONNECT TO
EXISTING
WATER LINE
CONNECT TO
EXISTING SANITARY
SEWER MANHOLE
4' SANITARY MANHOLE (TYP.)
EXISTING
12" WATER
(ELCO)
EXISTING
24" WATER
(NWCWD)
CONNECT TO
EXISTING WATERLINE
EXISTING
ELECTRIC
EXISTING
STREET LIGHT
(TYP.)
CONNECT TO
EXISTING
STORM DRAIN
EXISTING
STORM DRAIN
EXISTING
GAS LINE
EXISTING
FIRE
HYDRANT
EXISTING
12" WATER
(ELCO)
CONNECT TO
EXISTING 12" WATERPROPOSED
POND OUTLET
STRUCTURE
PROPOSED POND OUTLET
STRUCTURE
TRANSFORMER
(TYP.)
EXISTING 8"
SANITARY SEWER
(BOXELDER)
CONNECT TO
EXISTING SANITARY
SEWER MANHOLE
PROPOSED
12" WATER
(ELCO)
EXISTING FIRE HYDRANT
TEMPORARY FIRE HYDRANT
TEMPORARY
FIRE HYDRANT
EXISTING
FIRE
HYDRANT
SANITARY
SEWER
SERVICE
(TYP.)
WATER SERVICE (TYP.)
FIRE SERVICE (TYP.)
EXISTING
STORM DRAIN
PROPOSED WATER METER (TYP.)
BLANKET DRAINAGE
& UTILITY EASEMENT
DETENTION
POND 2
DETENTION
POND 1
RAIN GARDEN D
RAIN GARDEN B
RAIN GARDEN A
RAIN GARDEN C
RAIN GARDEN M
NO
R
T
H
L
E
M
A
Y
A
V
E
N
U
E
DUFF DRIVE
CO
R
D
O
V
A
R
O
A
D
LINK LANE
EASEMENT EXCLUSION (TYP.)
STORM DRAIN 5-2
SEE SHEET C 632
STORM DRAIN 3
SEE SHEET C 631
STORM DRAIN 3-2
SEE SHEET C 632
STORM DRAIN 3-3
SEE SHEET C 632
STORM DRAIN 6
SEE SHEET C 635
STORM DRAIN 2
SEE SHEET C 630
POND OUTFALL 1-1
SEE SHEET C 630
STORM DRAIN 5
SEE SHEET C 633
STORM DRAIN 4
SEE SHEET C 630
STORM DRAIN 5
SEE SHEET C 633
STORM DRAIN 6-2
SEE SHEET C 635
STORM DRAIN 3
SEE SHEET C 631
WATER LINE 2
SEE SHEETS C 622 - C 623
WATER LINE 2
SEE SHEETS C 622 - C 623
WATER LINE 1
SEE SHEETS C 620 - C 621
WATER LINE 1
SEE SHEETS C 620 - C 621
WATER LINE 3
SEE SHEET C 624
WATER LINE 4
SEE SHEET C 625
WATER LINE 4
SEE SHEET C 625
SANITARY SEWER A
SEE SHEETS C 610 - C 612
SANITARY SEWER A5
SEE SHEET C 612
SANITARY SEWER A7
SEE SHEET C 612
SANITARY SEWER B
SEE SHEETS C 613 - C 614
SANITARY SEWER B3
SEE SHEET C 614
WATER LINE 2
SEE SHEETS C 622 - C 623 SANITARY SEWER B
SEE SHEETS C 613 - C 614
SANITARY SEWER B2-1
SEE SHEET C 615
SANITARY SEWER B2
SEE SHEET C 615
26'
FL-FL
26'
FL-FL
26'
FL-FL
26'
FL-FL
26'
FL-FL
30' E&BE
30' E&BE
26' EAE
30' E&BE
26' EAE
26' EAE
26' EAE
26' EAE
35' E&BE
26' EAE
26' EAE
26' EAE
35' E&BE26' EAE
30' E&BE 26' EAE
26' EAE
30' E&BE 30' EAE
30' E&BE
30' E&BE
45' E&BE
23.5' E&BE
30'
FL-FL
WATER LINE 3
SEE SHEET C 624
SANITARY SEWER A7
SEE SHEET C 612
STORM DRAIN 7
SEE SHEET C 630
26' EAE 30' E&BE
METER PIT-2"Ø
METER PIT-1"Ø
SANITARY SEWER B3
SEE SHEET C 614
FIRE HYDRANT
ASSEMBLY (TYP.)
FIRE HYDRANT
ASSEMBLY (TYP.)
FIRE HYDRANT
ASSEMBLY (TYP.)
40' E&BE
FIRE HYDRANT
NORTH LIN
K
L
A
N
E
AE
R
O
L
A
N
E
DRY UTILITY PLAN
SEE SHEET C 605
STORMTECH CHAMBERS
SEE SHEETS C 510, C 635, & C 807
BUILDING
8
BUILDING
6
BUILDING
13
BUILDING
16
BUILDING
17
BUILDING
12
BUILDING
18
BUILDING
14
BUILDING
1
BUILDING
15
CL
U
B
H
O
U
S
E
FI
T
N
E
S
S
C
E
N
T
E
R
GARAGE
5 GA
R
A
G
E
6
GARAGE
2
GARAGE
1
GA
R
A
G
E
8
GARAGE
3
GARAGE
7
GA
R
A
G
E
4
LEASING
BU
I
L
D
I
N
G
3
BU
I
L
D
I
N
G
4
BU
I
L
D
I
N
G
5
BU
I
L
D
I
N
G
7
BU
I
L
D
I
N
G
9
BU
I
L
D
I
N
G
10
BU
I
L
D
I
N
G
11
BUILDING
2
KEYMAP
NOT TO SCALE
OF
SCALE:
PROJECT NO.
PR
O
J
E
C
T
M
A
N
A
G
E
R
:
NO
.
RE
V
I
S
I
O
N
S
BY
:
DA
T
E
:
SU
B
M
I
T
T
A
L
D
A
T
E
:
SHEET:
HORIZ:
VERT:
CAUTION
The engineer preparing these
plans will not be responsible
for, or liable for, unauthorized
changes to or uses of these
plans. All changes must be
approved by the Professional
Engineer of these plans.
01
/
1
0
/
2
4
TH
E
L
A
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I
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G
A
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L
E
M
A
Y
71
1791-003
D.
W
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b
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r
13
3
7
R
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.
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2
4
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97
0
.
2
8
6
.
7
9
9
5
N
O
T
F
O
R
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S
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C
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I
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N
R
E
V
I
E
W
S
E
T
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
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 ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER
DISTRICT, LATEST EDITION.
3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT
SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND
ARE NOT TO SCALE.
5.ALL WATERLINES SHALL HAVE A 4.5' - 5.5' FROM FINISHED GRADE TO TOP OF PIPE.
6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT
LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY
PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN
ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE
DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING
INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS
STREET REPAIR STANDARDS.
10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO
14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED
TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
11.THE ABBREVIATION "E&BE" SHALL STAND FOR "EAST LARIMER COUNTY WATER
DISTRICT AND BOXELDER SANITATION DISTRICT EASEMENTS" IN THESE PLANS.
12.THE ABBREVIATION "EAE" SHALL STAND FOR "EMERGENCY ACCESS EASEMENT" IN
THESE PLANS.
13.THE ABBREVIATION "PAE" SHALL STAND FOR "PUBLIC ACCESS EASEMENT" IN
THESE PLANS.
14.FORT COLLINS HAS ACTIVE IRRIGATION IN THE PUBLIC RIGHT-OF-WAY ALONG N
LEMAY AVE. ANY IRRIGATION LINES, INFRASTRUCTURE, OR RELATED EQUIPMENT
THAT IS DISTURBED, DAMAGED, DESTROYED, OR MOVED, SHALL BE PROMPTLY
REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. IRRIGATION PLANS FOR
THIS AREA ARE AVAILABLE UPON REQUEST.
15.ANY LANDSCAPING THAT IS DAMAGED OR DESTROYED IN THE PUBLIC
RIGHT-OF-WAY ALONG N LEMAY AVENUE SHALL BE PROMPTLY REPLACED AND/OR
REPAIRED AT NO COST TO THE CITY.
17.ALL FIRE HYDRANT ASSEMBLIES INSTALLED OR RE-FITTED FOR THESE PLANS ARE
TO INCLUDE THRUST BLOCKS PER ELCO STANDARD DETAIL DRAWING 018 (SEE
SHEET C 802)
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
LEGEND
NOTES
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.
before you dig.Call
R
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
OV
E
R
A
L
L
U
T
I
L
I
T
Y
P
L
A
N
35
1" = 50'
N/A
C 600
C 601
C 602
C 603
C 604
1
2
"
W
1
2
"
W
1
2
"
W
1
2
"
W
2
4
"
W
2
4
"
W
2
4
"
W
G
A
S
F
T
T T
T
S
E
E
E
E
S
E
E
F
E
E
E
F
W
S
E
E
E
E
E
W
S
F
W
W
E
E
E
E
E
F
VA
U
L
T
EL
E
C
S
E
E
E
E
E
E
E
E
W F
W
W
F
F
W
T
T
S
U
D
U
D
VA
U
L
T
EL
E
C
VA
U
L
T
EL
E
C
E
E
E
E
E
E
T
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
W
UD
U
D
UD
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
S
G
G
G
G
G
G
G
G
G
8" GV (NE)
12" GV (SE)
STA.=10+00.00 | OFF.=0.0'
N=132551.86
E=200955.33
TEE-12"x8"
STA.=11+72.05 | OFF.=0.0'
N=132702.16
E=201039.06
CROSS-8"x8"
STA.=11+08.47 | OFF.=0.0'
N=132646.62
E=201008.11
SERVICE TAP-2"Ø
4" GV (SE)
STA.=10+91.49 | OFF.=0.0'
N=132631.79
E=200999.85
TEE-8"x4"6" GV (NW)
8" GV (NE)
STA.=11+38.49 | OFF.=0.0'
N=132672.85
E=201022.73
SWIVEL TEE-8"x6"
STA.=12+44.74 | OFF.=0.0' L
N=132765.67
E=201074.43
SERVICE TAP-1"Ø
STA.=13+83.87 | OFF.=0.0'
N=132883.11
E=201148.68
SERVICE TAP-2"Ø
4" GV (NW)
STA.=14+37.57 | OFF.=0.0'
N=132916.04
E=201174.81
TEE-8"x4"
8" GV (NE)
6" GV (NW)
STA.=13+08.69 | OFF.=0.0' R
N=132821.28
E=201105.98
SWIVEL TEE-8"x6"
STA.=15+31.41 | OFF.=0.0'
N=132989.52
E=201233.19
SERVICE TAP-2"Ø
4" GV (NW)
STA.=15+51.41 | OFF.=0.0'
N=133005.18
E=201245.63
TEE-8"x4"6" GV (NW)
STA.=15+91.18 | OFF.=0.0'
N=133036.32
E=201270.37
SWIVEL TEE-8"x6"
STA.=18+81.96 | OFF.=0.0'
N=133263.99
E=201451.25
SERVICE TAP-2"Ø
4" GV (NW)
STA.=18+76.96 | OFF.=0.0'
N=133260.07
E=201448.14
TEE-8"x4"
4" GV (SE)
STA.=18+22.98 | OFF.=0.0'
N=133217.81
E=201414.56
TEE-8"x4"
STA.=18+17.98 | OFF.=0.0'
N=133213.89
E=201411.45
SERVICE TAP-2"Ø
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
2
0
+
0
0
2
1
+
0
0
N29°07'
1
6
"
E91.49 L
F
8
"
P
V
C
16.97 LF 8" PVC
N29°07'16"E
30.02 LF 8" PVC
N29°07'16"E
33.56 LF 8" PVC
N29°07'17"E
N29°07'
1
5
"
E38.94 L
F
8
"
P
V
C
N38°25'52"E
42.03 LF 8" PVC
1 0 6 .0 2 L F 8 "P V C
R =6 5 0 .0 0 '
N38°28'00"E
80.35 LF 8" PVC
20.00 LF 8" PVC
N38°28'00"E
N38°28'00"E
39.77 LF 8" PVC
N38°28'00"E
158.73 LF 8" PVC
N38°28'00"E
68.06 LF 8" PVC
5.00 LF 8" PVC
N38°28'00"E
N38°28'00"E
53.98 LF 8" PVC
5.00 LF 8" PVC
N38°28'00"E
31.45 LF 8" PVC
N38°28'00"E
STA.=12+44.74 | OFF.=42.5' L
N=132786.35
E=201037.31
METER PIT-1"Ø
STA.=13+84.07 | OFF.=22.7' L
N=132897.24
E=201130.89
METER PIT-2"Ø
STA.=14+17.33 | OFF.=43.7' L
N=132927.35
E=201127.99
WATER SERVICE-2.5"Ø
STA.=11+38.49 | OFF.=40.5' L
N=132692.55
E=200987.34
FIRE HYDRANT
STA.=11+08.47 | OFF.=31.0' R
N=132631.53
E=201035.20
METER PIT-2"Ø
STA.=11+01.52 | OFF.=34.9' R
N=132623.58
E=201035.19
WATER SERVICE-2.5"Ø
STA.=12+44.74 | OFF.=53.9' L
N=132791.92
E=201027.31
WATER SERVICE-1.5"Ø
STA.=13+08.56 | OFF.=23.3' L
N=132833.30
E=201085.99
FIRE HYDRANT
STA.=15+31.41 | OFF.=41.0' L
N=133015.02
E=201201.08
METER PIT-2"Ø
STA.=15+31.41 | OFF.=49.7' L
N=133020.41
E=201194.30
WATER SERVICE-2.5"Ø
STA.=15+91.18 | OFF.=40.5' L
N=133061.51
E=201238.66
FIRE HYDRANT
STA.=18+17.98 | OFF.=50.0' R
N=133182.77
E=201450.63
WATER SERVICE-2.5"Ø
STA.=18+17.98 | OFF.=31.0' R
N=133194.61
E=201435.72
METER PIT-2"Ø
STA.=18+81.96 | OFF.=23.0' L
N=133278.30
E=201433.23
METER PIT-2"Ø STA.=18+81.96 | OFF.=74.9' L
N=133310.57
E=201392.62
WATER SERVICE-2.5"Ø
BUILDING
8BUILDING
6
BUILDING
16
BUILDING
12
BUILDING
18
BUILDING
1
BUILDING
15
BUILDING
13
BFV
EXISTING 24" WATER
(NWCWD)
UPSIZE SERVICE 5' AFTER METER
UPSIZE SERVICE
5' AFTER METER
UPSIZE SERVICE 5' AFTER METER
UPSIZE SERVICE 5'
AFTER METER
UPSIZE SERVICE 5' AFTER METER
CONNECT TO
EXISTING WATER
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSIONEASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
STORM DRAIN 5-2
SEE SHEET C 632
STORM DRAIN 6
SEE SHEET C 635
WATER LINE 3
SEE SHEET C 624
SANITARY SEWER A
SEE SHEETS C 610 - C 612
SANITARY SEWER A5
SEE SHEET C 612
SANITARY SEWER B
SEE SHEETS C 613 - C 614
SANITARY SEWER B3
SEE SHEET C 614
WATER LINE 2
SEE SHEETS C 622 - C 623
SANITARY SEWER B2
SEE SHEET C 615
STORM DRAIN 3
SEE SHEET C 631
WATER LINE 3
SEE SHEET C 624
SANITARY SEWER A
SEE SHEETS C 610 - C 612
D
U
F
F
D
R
I
V
E
N
O
R
T
H
L
I
N
K
L
A
N
E
AERO LANE
STA.
LI
N
E
MA
T
C
H
19+00
20.00 LF 8" PVC
N29°07'16"E
N29°07'
1
6
"
E52.69 L
F
8
"
P
V
C
STA.=11+92.05 | OFF.=0.0' L
N=132719.63
E=201048.79
GATE VALVE-8"
STORM DRAIN 5
SEE SHEET C 633
4925
4930
4935
4940
4945
4950
4955
4960
4925
4930
4935
4940
4945
4950
4955
4960
24" RCP STORM
STA.=18+92.22
B.O.P.=4940.73
12" HDPE STORM
STA.=14+89.83
B.O.P.=4939.85
8" PVC SANITARY
STA.=11+62.05
B.O.P.=4937.50
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10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00
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±19"±21"
±18"
±19"
1' MJR
SE
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40' MJR
5' MJR 5' MJR
35' MJR
40' MJR
GA
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OF
SCALE:
PROJECT NO.
PR
O
J
E
C
T
M
A
N
A
G
E
R
:
NO
.
RE
V
I
S
I
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BY
:
DA
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:
SU
B
M
I
T
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D
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:
SHEET:
HORIZ:
VERT:
CAUTION
The engineer preparing these
plans will not be responsible
for, or liable for, unauthorized
changes to or uses of these
plans. All changes must be
approved by the Professional
Engineer of these plans.
01
/
1
0
/
2
4
TH
E
L
A
N
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I
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G
A
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E
M
A
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71
1791-003
D.
W
e
b
e
r
13
3
7
R
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A
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.
#
2
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AV
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C
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97
0
.
2
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6
.
7
9
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1
P
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&
P
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47
1" = 40'
N/A
C 620
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
40 0 40 80 120 Feet
(IN FEET)
1" = 40 ft.
KEYMAP
NOT TO SCALE
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 ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER EAST LARIMER COUNTY WATER
DISTRICT, LATEST EDITION.
3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT
SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND
ARE NOT TO SCALE.
5.ALL WATERLINES SHALL HAVE A 4.5' - 5.5' FROM FINISHED GRADE TO TOP OF PIPE.
6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT
LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY
PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN
ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE
DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING
INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS
STREET REPAIR STANDARDS.
10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO
14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED
TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
11.THE ABBREVIATION "E&BE" SHALL STAND FOR "EAST LARIMER COUNTY WATER
DISTRICT AND BOXELDER SANITATION DISTRICT EASEMENTS" IN THESE PLANS.
12.THE ABBREVIATION "EAE" SHALL STAND FOR "EMERGENCY ACCESS EASEMENT" IN
THESE PLANS.
13.THE ABBREVIATION "PAE" SHALL STAND FOR "PUBLIC ACCESS EASEMENT" IN
THESE PLANS.
14.FORT COLLINS HAS ACTIVE IRRIGATION IN THE PUBLIC RIGHT-OF-WAY ALONG N
LEMAY AVE. ANY IRRIGATION LINES, INFRASTRUCTURE, OR RELATED EQUIPMENT
THAT IS DISTURBED, DAMAGED, DESTROYED, OR MOVED, SHALL BE PROMPTLY
REPLACED AND/OR REPAIRED AT NO COST TO THE CITY. IRRIGATION PLANS FOR
THIS AREA ARE AVAILABLE UPON REQUEST.
15.ANY LANDSCAPING THAT IS DAMAGED OR DESTROYED IN THE PUBLIC
RIGHT-OF-WAY ALONG N LEMAY AVENUE SHALL BE PROMPTLY REPLACED AND/OR
REPAIRED AT NO COST TO THE CITY.
16.ALL WATER SERVICE LINES DESIGNATED FOR UP-SIZING SHALL BE UP-SIZED 5'
FROM THE WATER METER IN THE DIRECTION OF THE BUILDING BEING SERVED.
17.ALL FIRE HYDRANT ASSEMBLIES INSTALLED OR RE-FITTED FOR THESE PLANS ARE
TO INCLUDE THRUST BLOCKS PER ELCO STANDARD DETAIL DRAWING 018 (SEE
SHEET C 802)
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
LEGEND
NOTES
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.
before you dig.Call
R
C 6
2
0
C
6
2
1
WATER LINE 1
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=40'
MA
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1