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12
"
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ELEC
VAULT
ELEC
E
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HYD
TEST
STAH2O
VAUL
T
ELEC
H Y 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
T
ELEC
VAUL
T
ELEC
X
X
XX
SS
SS
SS
X
X
X
X
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
E
E
E
E
E
E
E
E
E
E
E
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
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
BUILDING
10
BUILDING
9
BUILDING
8
BUILDING
7
BUILDING
5
BUILDING
4
BUILDING
1
BUILDING
2
BUILDING
3
DETENTION
POND 2
DETENTION
POND 1
BUILDING
6
RAIN GARDEN D
RAIN GARDEN B
RAIN GARDEN A
RAIN GARDEN C
RAIN GARDEN M
CA
R
R
I
A
G
E
HO
U
S
E
2
CLUBHOUSE
CA
R
R
I
A
G
E
HO
U
S
E
3
CA
R
R
I
A
G
E
HO
U
S
E
4
CA
R
R
I
A
G
E
HO
U
S
E
5
CA
R
R
I
A
G
E
HO
U
S
E
6
GARAGE GA
R
A
G
E
GARAGE
GARAGE
GA
R
A
G
E
GARAGE
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
GA
R
A
G
E
EASEMENT EXCLUSION (TYP.)
CA
R
R
I
A
G
E
HO
U
S
E
7
CA
R
R
I
A
G
E
HO
U
S
E
8
CARRIAGE
HOUSE 1
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 634
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 634
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
10' 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
FITNESS
CENTER
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
WH
I
T
E
G
O
L
D
D
R
I
V
E
DRY UTILITY PLAN
SEE SHEET C 605
STORMTECH CHAMBERS
SEE SHEETS C 510, C 634, & C 807
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.
11
/
1
5
/
2
3
TH
E
L
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G
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L
E
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68
1791-003
D.
W
e
b
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r
13
3
7
R
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E
A
V
E
.
#
2
FO
R
T
C
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L
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,
C
O
8
0
5
2
4
AV
A
N
T
C
I
V
I
L
G
R
O
U
P
.
C
O
M
97
0
.
2
8
6
.
7
9
9
5
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
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
33
1" = 50'
N/A
C 600
C 601
C 602
C 603
C 604
F
T
T
FD
C
S
E
E
FDC
S
W
W
E
E
E
E
E
E
E
FDC F
VAULT
ELEC
FD
C
S
W
F
W
F
E
UD
UD
UD
UD
E
E
E
E
E
E
E
E
E
T
E
E
E
E
E
E
E
E
E
E
E
E
E
E
T
E
E
E
E
E
E
E
E
E
S
S
S
S
W
W
W
T
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
F
F
F
E
E
E
E
E
E
E
E
E
E
E
E
E
W
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
VAUL
T
ELEC
VAUL
T
ELEC
VAUL
T
ELEC
VAUL
T
ELEC
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
NO
R
T
H
L
E
M
A
Y
A
V
E
N
U
E
SSMH B4
SSMH B5
SSMH B3
SSMH B3-1
DOG PARK
UPSIZE SERVICE 5' AFTER METER
6" SANITARY SEWER SERVICE
TRANSFORMER
UPSIZE SERVICE 5' AFTER METER
TRANSFORMER
TRANSFORMER
FIRE HYDRANT
TRANSFORMER
4" SEWER SERVICE (TYP.
CAIRRAGE HOUSES)
GARAGE
GARAGE
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EA
S
E
M
E
N
T
EX
C
L
U
S
I
O
N
RAIN GARDEN B
GARAGE
TRASH
ENCLOSURE
CA
R
R
I
A
G
E
HO
U
S
E
6
BUILDING
9
BUILDING
1
BUILDING
10
EA
S
E
M
E
N
T
EX
C
L
U
S
I
O
N
CA
R
R
I
A
G
E
HO
U
S
E
7
EA
S
E
M
E
N
T
EX
C
L
U
S
I
O
N
CA
R
R
I
A
G
E
HO
U
S
E
8
EASEMENT
EXCLUSION
PR
O
P
E
R
T
Y
MA
N
A
G
E
M
E
N
T
GA
R
A
G
E
EA
S
E
M
E
N
T
EX
C
L
U
S
I
O
N
WATER LINE 2
SEE SHEETS C 622 - C 623
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
UPSIZE 5' AFTER WATER METER
26' EAE
26' EAE
26' EAE
26' EAE
26' EAE
26' EAE
26' EAE
30' E&BE
30' E&BE
30' E&BE
10' E&BE
30' E&BE
26'
FL-FL
24'
FL-FL
30' E&BE
26' PAE
11'15'
8'
8'
18'
18'
STORM DRAIN 3
SEE SHEET C 631
6" PVC SANITARY SERVICE
METER PIT-3/4"Ø
DUAL METER PIT-3/4"Ø
FIRE HYDRANT
FIRE HYDRANT
METER PIT-2"Ø
METER PIT-2"Ø
FIRE HYDRANT
METER PIT-2"Ø
TEMP. HYDRANT
REDUCER-8"X6"
4" PVC FIRE SERVICE
4" PVC FIRE SERVICE
4" PVC FIRE SERVICE
STORM DRAIN 7
SEE SHEET C 630
METER PIT-3/4"Ø
WATER SERVICE-2.5"Ø
WATER SERVICE-2.5"Ø
WATER SERVICE-1"Ø
WATER SERVICE-1"Ø
WH
I
T
E
G
O
L
D
D
R
I
V
E
26' EAE
WATER SERVICE-1"Ø
FIRE SERVICE-1"Ø
WATER SERVICE-2.5"Ø
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.
11
/
1
5
/
2
3
TH
E
L
A
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D
I
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G
A
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L
E
M
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68
1791-003
D.
W
e
b
e
r
13
3
7
R
I
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E
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S
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D
E
A
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E
.
#
2
FO
R
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C
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C
O
8
0
5
2
4
AV
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C
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97
0
.
2
8
6
.
7
9
9
5
N
O
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F
O
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C
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R
U
C
T
I
O
N
R
E
V
I
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W
S
E
T
( IN FEET )
1 inch = ft.
Feet03030
30
60 90
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
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
6
0
2
MATCH LINE - SEE SHEET C 603
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
UT
I
L
I
T
Y
P
L
A
N
34
1" = 30'
N/A
C 601
C 601
C 602
C 603
C 604
12
"
W
12
"
W
12
"
W
12
"
W
12
"
W
12
"
W
12
"
W
12
"
W
12
"
W
F
T
E
EFD
C
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
E
E
E
E
E
E
E
E
S
E
E
E
E
E
E
E
E
E
S
FD
C
FDC
S
F
W
VAULT
ELEC
W
F
W
T
U
D
UD
UD
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
VA
U
L
T
EL
E
C
VA
U
L
T
EL
E
C
E
E
E
E
E
E
E
E
E
VAULT
ELEC
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
HYD
W
VAUL
T
ELEC
ELEC
ELEC
S
F.O.
X
X
X
X
XX
X
SS
SS
SS
SS
SS
X
X
X
X
X
X
X
X
8" W
8" W
8" W
W
G
G
G
E
E
E
E
E
/ / / / / / / /
/
/
/
/
/
/
/
/
NORTH LIN
K
L
A
N
E
SSMH B2-2
SSMH B2-3
SSMH B2-1
SSMH B2-1.1
SSMH B2
EX SSMH B
EXISTING 10"
SANITARY SEWER
EXISTING
ELECTRIC
EXISTING
GAS LINE
EXISTING
WATER METER
UPSIZE SERVICE 5' AFTER METER
DETENTION
POND 1
FIRE HYDRANT
TRANSFORMER
UPSIZE SERVICE
5' AFTER METER
TRANSFORMER
POND OUTLET STRUCTURE
CONNECT TO
EXISTING SSMH
CO
R
D
O
V
A
R
O
A
D
15
'
U
T
I
L
I
T
Y
EA
S
E
M
E
N
T
EXISTING
ELECTRIC VAULTELECTRIC VAULT
GARAGE
GA
R
A
G
E
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EA
S
E
M
E
N
T
EX
C
L
U
S
I
O
N
EASEMENT
EXCLUSION
BUILDING
1
BUILDING
2
BUILDING
3
PUBLIC STREET LIGHT (TYP.)
STORM DRAIN 3-3
SEE SHEET C 632
STORM DRAIN 6
SEE SHEET C 634
STORM DRAIN 4
SEE SHEET C 630
STORM DRAIN 8
SEE SHEET C 634
WATER LINE 1
SEE SHEETS C 620 - C 621
WATER LINE 3
SEE SHEET C 624
WATER LINE 4
SEE SHEET C 625
SANITARY SEWER B
SEE SHEETS C 613 - C 614
SANITARY SEWER B2-1
SEE SHEET C 615
SANITARY SEWER B2
SEE SHEET C 615
42' ROW
52' FL-FL
26' EAE
26' EAE
26' EAE
26' EAE
26' EAE
30' E&BE
33.5' E&BE
30' E&BE
40' E&BE
26'
FL-FL
26'
FL-FL
30'
FL-FL
42' HALF ROW
52' FL-FL
26' EAE
10'
EASEMENT
EXCLUSION
UPSIZE SERVICE 5' AFTER METER
METER PIT-1.5"Ø
FIRE HYDRANT
METER PIT-2"Ø
FIRE HYDRANT
BEND-90°
TEMP. HYDRANT REDUCER-12"X6"
CONNECT TO EX. 8" PVC
4" PVC FIRE SERVICE
6" PVC FIRE SERVICE
SANITARY SEWER B1
SEE SHEET C 614
STORMTECH CHAMBERS
SEE SHEETS C 510, C 634, & C 807
WATER SERVICE-2.5"Ø
NORTH LI
N
K
L
A
N
E
26' EAE
WATER SERVICE-2.5"Ø
HALF ROW VARIES
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.
11
/
1
5
/
2
3
TH
E
L
A
N
D
I
N
G
A
T
L
E
M
A
Y
68
1791-003
D.
W
e
b
e
r
13
3
7
R
I
V
E
R
S
I
D
E
A
V
E
.
#
2
FO
R
T
C
O
L
L
I
N
S
,
C
O
8
0
5
2
4
AV
A
N
T
C
I
V
I
L
G
R
O
U
P
.
C
O
M
97
0
.
2
8
6
.
7
9
9
5
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
R
E
V
I
E
W
S
E
T
( IN FEET )
1 inch = ft.
Feet03030
30
60 90
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
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
6
0
1
MATCH LINE - SEE SHEET C 604
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
UT
I
L
I
T
Y
P
L
A
N
35
1" = 30'
N/A
C 602
C 601
C 602
C 603
C 604
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
W F
G G G G G G G G G G G G G G G G G G G G
T
FD
C
FD
C
E E E
F
E E E E E
S
F
W
FDC
S
W
E
E
FD
C
S
E E E E E E E E E E E E E E E E E E E
E
E
S
S
S
S
F
W
T
S
W T
S
UD
UD
UD UD
W
W
VAULT
ELEC
VAULT
ELEC
E
E
E E
E
E
E
T
E
E
EE
E
E
E
E
E
E
E
E
T
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
T
E
E
W
W
W
S
T
E
E
E
E
E
E
E
E
E
E
E
E
E
E
EE
E
E
E
E
E
E
E
E
E
E
T
E
G
W
UD
UDUD
UD
F
F
F
F
F
E
E
E
EEEE
E
E E
E
E
E
E
E
E
E
E
E
E
U
D
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD UD
HY D
TEST
STA
A R V
H2O
V.P.
VAUL
T
ELEC
VAUL
T
ELEC
VAUL
T
ELEC
VAUL
T
ELEC
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 12" W 12" W 12" W
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
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
NO
R
T
H
L
E
M
A
Y
A
V
E
DUFF DRIVE
SSMH A5-3
SSMH A6
SSMH A7
SSMH A5
EXISTING 12" WATER (ELCO)
EXISTING 24" WATER
(NWCWD)
EXISTING
STORM
DRAIN
UPSIZE SERVICE 5' AFTER METER
TRANSFORMER
TRANSFORMER
TRANSFORMER
TRANSFORMER
TRANSFORMER
UPSIZE SERVICE 5' AFTER METER
UPSIZE SERVICE 5' AFTER METER
CONNECT TO
EXISTING WATER
8" PVC WATER
8" PVC WATER
9' UTILITY EASEMENT
ELECTRIC
VAULT (TYP.)
UPSIZE 5' AFTER WATER METER (TYP. CARRAIGE HOUSES)
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EA
S
E
M
E
N
T
EX
C
L
U
S
I
O
N
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EA
S
E
M
E
N
T
EX
C
L
U
S
I
O
N
EA
S
E
M
E
N
T
EX
C
L
U
S
I
O
N
EA
S
E
M
E
N
T
EX
C
L
U
S
I
O
N
EA
S
E
M
E
N
T
EX
C
L
U
S
I
O
N
RAIN
GARDEN A
RAIN GARDEN M
CA
R
R
I
A
G
E
HO
U
S
E
2
CA
R
R
I
A
G
E
HO
U
S
E
3
CA
R
R
I
A
G
E
HO
U
S
E
4
CA
R
R
I
A
G
E
HO
U
S
E
5
BUILDING
8
BUILDING
5
BUILDING
7
BUILDING
4
CLUBHOUSE
FITNESS
CENTER
EASEMENT
EXCLUSION
PUBLIC STREET LIGHT (TYP.)
TRANSFORMER
STORM DRAIN 5-2
SEE SHEET C 632
STORM DRAIN 5
SEE SHEET C 633
STORM DRAIN 3
SEE SHEET C 631
WATER LINE 2
SEE SHEETS C 622 - C 623
WATER LINE 1
SEE SHEETS C 620 - C 621
SANITARY SEWER A
SEE SHEETS C 610 - C 612
SANITARY SEWER A5
SEE SHEET C 612
SANITARY SEWER A7
SEE SHEET C 612
UPSIZE 5' AFTER WATER METER
(TYP. CARRAIGE HOUSES)
26' EAE
26' EAE
26' EAE
26' EAE
26' EAE
26' EAE
26' EAE
26' EAE
24' EAE
30' E&BE
30' E&BE
30' E&BE
35' E&BE
30' E&BE
30' E&BE
30' E&BE
30' E&BE
26'
FL-FL
26'
FL-FL
26'
FL-FL
26'
FL-FL
24'
FL-FL
10.4'
4'
13'
13'
11'15'
15.6'
CARRIAGE
HOUSE 1
4" PVC SANITARY SERVICE
6" PVC SANITARY SERVICE
SANITARY CLEANOUT
4" PVC SANITARY SERVICE
6" PVC SANITARY SERVICE
6" PVC SANITARY SERVICE
6" PVC SANITARY SERVICE
DUAL METER PIT-3/4"Ø
METER PIT-3/4"Ø
FIRE HYDRANT
DUAL METER PIT-3/4"Ø
FIRE HYDRANT
METER PIT-1.5"Ø
METER PIT-1"Ø
METER PIT-3/4"Ø
FIRE HYDRANT
FIRE HYDRANT
METER PIT-2"Ø
4" PVC FIRE SERVICE
4" PVC FIRE SERVICE
4" PVC FIRE SERVICE
4" PVC FIRE SERVICE
METER PIT-2"Ø
LEASING
WATER SERVICE-2.5"Ø
METER PIT-2"Ø
WATER SERVICE-1.5"Ø
WATER SERVICE-1"Ø
WH
I
T
E
G
O
L
D
D
R
I
V
E
WATER SERVICE-2.5"Ø
WATER SERVICE-2.5"Ø
WATER SERVICE-1"Ø
FIRE SERVICE-1"Ø
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.
11
/
1
5
/
2
3
TH
E
L
A
N
D
I
N
G
A
T
L
E
M
A
Y
68
1791-003
D.
W
e
b
e
r
13
3
7
R
I
V
E
R
S
I
D
E
A
V
E
.
#
2
FO
R
T
C
O
L
L
I
N
S
,
C
O
8
0
5
2
4
AV
A
N
T
C
I
V
I
L
G
R
O
U
P
.
C
O
M
97
0
.
2
8
6
.
7
9
9
5
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
R
E
V
I
E
W
S
E
T
( IN FEET )
1 inch = ft.
Feet03030
30
60 90
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
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
6
0
4
MATCH LINE - SEE SHEET C 601
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
UT
I
L
I
T
Y
P
L
A
N
36
1" = 30'
N/A
C 603
C 601
C 602
C 603
C 604
12
"
W
12
"
W
12
"
W
12
"
W
12
"
W
12
"
W
12
"
W
12
"
W
12
"
W
12
"
W
12
"
W
12
"
W
F
T
G G G G G G G G G G G G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G G
E E E E
S
FD
C
S
S
W
E E E E E E E E E E E E E
E
E
EEEEEEEE
UD
UD
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
T
E
E
E
E
E
E
E
E
UD UD
U
D
UD
UD
UD
E
E
E
E
E
E
E
E
E
E
E
E
S
HYD
TEST
STAH2O
VAUL
T
ELEC
ST
W
12
"
W
12
"
W
12
"
W
12" W
12" W
E
12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12Ŕ W
EE
G G G G
12" W 12" W
E
FO
F
O
12
"
W
12" 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
S
T
ST
ST
ST
SS SS
/ / / / / / / /
DUFF DRIVE
SSMH A3
SSMH A4
SSMH A2
SSMH A1
POND OUTLET
STRUCTURE
EXISTING 12" WATER (ELCO)
EXISTING 24" WATER (NWCWD)
EXISTING
GAS LINE
2' CONCRETE
PAN
EXISTING WATER METER
EXISTING FIBER OPTIC
EXISTING FIRE
HYDRANT
CONNECT TO
EXISTING
WATER
6" SANITARY SEWER SERVICE
PUBLIC STREET LIGHT (TYP.)
12" PVC
WATER
DETENTION
POND 2
POND OUTLET STRUCTURE
EXISTING
12" WATER
UPSIZE SERVICE 5' AFTER METER
CO
R
D
O
V
A
R
O
A
D
CONNECT TO
EXISTING SSMH
EXISTING 8"
SANITARY SEWER
EXISTING
ELECTRIC VAULT
9' UTILITY
EASEMENT
15
'
U
T
I
L
I
T
Y
EA
S
E
M
E
N
T
GARAGE
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
RAIN GARDEN D
RAIN GARDEN C
BUILDING
5
BUILDING
6
6'
S
I
D
E
W
A
L
K
GA
R
A
G
E
EA
S
E
M
E
N
T
EX
C
L
U
S
I
O
N
TRANSFORMER
TRANSFORMER
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 2
SEE SHEET C 630
POND OUTFALL 1-1
SEE SHEET C 630
STORM DRAIN 5
SEE SHEET C 633
WATER LINE 4
SEE SHEET C 625
WATER LINE 3
SEE SHEET C 624
SANITARY SEWER A
SEE SHEET C 612
HALF ROW VARIES
52' FL-FL
26' EAE
26' EAE
30' EAE
26' EAE
30' E&BE
40' E&BE
26'
FL-FL
24'
FL-FL
42' HALF ROW
52' FL-FL
26'
FL-FL
26' EAE
4'
8'
FIRE HYDRANT
FIRE HYDRANT
METER PIT-2"Ø
SWIVEL TEE-12"X6"
CONNECT TO EX. 12" PVC
4" PVC FIRE SERVICE STORM DRAIN 3
SEE SHEET C 631
FIRE HYDRANT
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.
11
/
1
5
/
2
3
TH
E
L
A
N
D
I
N
G
A
T
L
E
M
A
Y
68
1791-003
D.
W
e
b
e
r
13
3
7
R
I
V
E
R
S
I
D
E
A
V
E
.
#
2
FO
R
T
C
O
L
L
I
N
S
,
C
O
8
0
5
2
4
AV
A
N
T
C
I
V
I
L
G
R
O
U
P
.
C
O
M
97
0
.
2
8
6
.
7
9
9
5
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
R
E
V
I
E
W
S
E
T
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
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
C
6
0
3
MATCH LINE - SEE SHEET C 602
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
( IN FEET )
1 inch = ft.
Feet03030
30
60 90
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
UT
I
L
I
T
Y
P
L
A
N
37
1" = 30'
N/A
C 604
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
G
G
G
G
G
G
G
G
G
G
F
T
T T
G
G
G
G
G
G
G
G
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
8" GV (NE)
12" GV (SE)
STA.=10+00.00 | OFF.=0.0'
N=132551.86
E=200955.33
TEE-12"x8"
8" GV (NE)
8" GV (SE)
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)
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
6
"
E72.69 L
F
8
"
P
V
C
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.=32.5' R
N=132630.80
E=201036.51
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.=42.5' L
N=133015.96
E=201199.91
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.=34.6' R
N=133192.39
E=201438.52
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
9BUILDING
8
BUILDING
1
BUILDING
10
BUILDING
3
BUILDING
7
BUILDING
4
BUILDING
5
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 634
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
WHITE GOLD DR
I
V
E
STA.
LI
N
E
MA
T
C
H
19+00
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
TO
P
=
4
9
4
0
.
8
0
TO
P
=
4
9
4
0
.
3
3
TO
P
=
4
9
3
9
.
8
7
TO
P
=
4
9
3
5
.
7
6
TO
P
=
4
9
3
9
.
5
4
TO
P
=
4
9
3
9
.
9
1
TO
P
=
4
9
4
0
.
2
9
TO
P
=
4
9
4
0
.
1
4
TO
P
=
4
9
3
9
.
8
9
TO
P
=
4
9
3
9
.
6
3
TO
P
=
4
9
3
9
.
3
8
TO
P
=
4
9
3
9
.
1
2
TO
P
=
4
9
3
8
.
8
7
TO
P
=
4
9
3
8
.
6
2
TO
P
=
4
9
3
8
.
3
6
TO
P
=
4
9
3
8
.
1
1
TO
P
=
4
9
3
8
.
4
0
TO
P
=
4
9
3
8
.
6
8
TO
P
=
4
9
3
8
.
9
7
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
TE
E
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1
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8
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8
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=
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9
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"
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=
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=
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=
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=
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=
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=
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A
.
=
1
8
+
8
1
.
9
6
T.
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.
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.
=
4
9
3
8
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8
7
8" PVC
8" PVC
8" PVC
8" PVC
ST
A
.
=
1
1
+
4
3
.
5
5
T.
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=
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45
°
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=
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+
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7
.
2
4
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=
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45
°
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=
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7
+
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9
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9
2
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.
=
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1
1
1°
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E
N
D
0.
6
°
D
E
F
L
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C
T
I
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A
.
=
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1
+
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5
.
7
2
T.
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.
=
4
9
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9
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4
4
45
°
B
E
N
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ST
A
.
=
1
3
+
0
8
.
6
9
T.
O
.
P
.
=
4
9
4
0
.
3
5
1°
B
E
N
D
0.
7
°
D
E
F
L
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C
T
I
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A
.
=
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1
+
8
2
.
0
5
T.
O
.
P
.
=
4
9
3
5
.
7
6
45
°
B
E
N
D
±19"±21"
±19"
±21"
1' MJR
SE
R
V
I
C
E
T
A
P
-
2
"
Ø
ST
A
.
=
1
3
+
8
3
.
8
7
T.
O
.
P
.
=
4
9
3
9
.
9
7
40' MJR
5' MJR 5' MJR
35' MJR
40' MJR
8" PVC SANITARY
STA.=11+62.05
B.O.P.=4937.50
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.
11
/
1
5
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2
3
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A
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E
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68
1791-003
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b
e
r
13
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7
R
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E
A
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E
.
#
2
FO
R
T
C
O
L
L
I
N
S
,
C
O
8
0
5
2
4
AV
A
N
T
C
I
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I
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P
.
C
O
M
97
0
.
2
8
6
.
7
9
9
5
N
O
T
F
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I
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R
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W
S
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WA
T
E
R
L
I
N
E
1
P
L
A
N
&
P
R
O
F
I
L
E
45
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 621
WATER LINE 1
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=40'
MA
T
C
H
LI
N
E
SE
E
S
H
E
E
T
C
6
2
1
H Y
D
W
EL
E
C
S
F.O
.
X
X
X
XX
X
SS
SS
X
X
X
8" W
8" W
W
G
G
E
E
E
/ / / / / / / /
1
2
"
W
1
2
"
W
1
2
"
W
1
2
"
W
E
G
G
G
G
G
G
E
E
E
E
E
E
E
E
E
E
E
E
F
VAULT
ELEC
W
T
UD
E
E
E
E
E
E
E
E
E
E
VA
U
L
T
EL
E
C
VA
U
L
T
EL
E
C
E
E
E
E
VAULT
ELEC
E
E
E
E
E
E
E
E
E
8" GV (NE)
8" GV (SE)
8" GV (NW)
STA.=19+13.41 | OFF.=0.0'
N=133288.61
E=201470.81
CROSS-8"x8"
8" GV (NW)
8" GV (SW)
STA.=22+26.50 | OFF.=0.0'
N=133093.47
E=201715.65
TEE-8"x8"
8" GV (NW)
12" GV (SW)
12" GV (NE)
STA.=24+26.24 | OFF.=0.0'
N=132968.25
E=201871.25
CROSS-12"x8"
STA.=24+32.53 | OFF.=0.0'
N=132964.33
E=201876.17
BEND-22.5°
STA.=24+82.29 | OFF.=0.0' R
N=132920.86
E=201900.13
CONNECT TO EX. 8" PVC20+00
21+00
22+00
23+00
24+00
S51°26'39"E
47.88 LF 8" PVC
S51°26'39"E
263.71 LF 8" PVC
S51°26'39"E
147.26 LF 8" PVC
6.30 LF 8" PVC
S51°26'39"E
STA.=19+61.29 | OFF.=11.0' R
N=133250.17
E=201501.40
FIRE HYDRANT
S28°
0
5
'
2
6
"
E
48.01
L
F
8
"
P
V
C
BUILDING
3
STA.=24+80.54 | OFF.=0.0'
N=132921.97
E=201898.78
BEND-22.5°
BUILDING
10
EA
S
E
M
E
N
T
EX
C
L
U
S
I
O
N
STORM DRAIN 4
SEE SHEET C 630
SANITARY SEWER B2
SEE SHEET C 615
SANITARY SEWER B
SEE SHEETS C 613 - C 614
SANITARY SEWER B1
SEE SHEET C 614
STORMTECH CHAMBERS
SEE SHEETS C 634 & C 807
STORM DRAIN 6
SEE SHEET C 634
SANITARY SEWER B3
SEE SHEET C 614
WATER LINE 2
SEE SHEETS C 622 - C 623
6" GV (SW)
STA.=19+61.29 | OFF.=0.0'
N=133258.77
E=201508.25
SWIVEL TEE-8"x6"
WATER LINE 4
SEE SHEET C 625
WATER LINE 3
SEE SHEET C 624
NORTH LINK L
A
N
E
C
O
R
D
O
V
A
R
O
A
D
NORTH LINK LA
N
E
ST
A
.
LINE
MATCH
19
+
0
0
4925
4930
4935
4940
4945
4950
4955
4960
4925
4930
4935
4940
4945
4950
4955
4960
8" PVC SANITARY
STA.=22+36.50
T.O.P.=4935.47
±20"
TO
P
=
4
9
3
8
.
9
7
TO
P
=
4
9
3
8
.
9
7
TO
P
=
4
9
3
9
.
2
6
TO
P
=
4
9
3
9
.
1
2
TO
P
=
4
9
3
8
.
8
5
TO
P
=
4
9
3
8
.
5
9
TO
P
=
4
9
3
8
.
3
3
TO
P
=
4
9
3
8
.
0
6
TO
P
=
4
9
3
7
.
8
0
TO
P
=
4
9
3
7
.
5
4
TO
P
=
4
9
3
7
.
2
7
TO
P
=
4
9
3
7
.
0
1
TO
P
=
4
9
3
6
.
3
6
19+0019+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50
8" PVC
8" PVC
8" PVC
ST
A
.
=
1
9
+
6
1
.
2
9
T.
O
.
P
.
=
4
9
3
9
.
3
2
1°
B
E
N
D
0.
6
°
D
E
F
L
E
C
T
I
O
N
ST
A
.
=
2
4
+
2
6
.
2
4
T.
O
.
P
.
=
4
9
3
6
.
8
7
1°
B
E
N
D
0.
9
°
D
E
F
L
E
C
T
I
O
N
CO
N
N
E
C
T
T
O
E
X
.
8
"
P
V
C
ST
A
.
=
2
4
+
8
2
.
2
9
T.
O
.
P
.
=
4
9
3
5
.
6
6
BE
N
D
-
2
2
.
5
°
ST
A
.
=
2
4
+
3
2
.
5
3
T.
O
.
P
.
=
4
9
3
6
.
7
4
CR
O
S
S
-
1
2
"
X
8
"
ST
A
.
=
2
4
+
2
6
.
2
4
T.
O
.
P
.
=
4
9
3
6
.
8
7
TE
E
-
8
"
X
8
"
ST
A
.
=
2
2
+
2
6
.
5
0
T.
O
.
P
.
=
4
9
3
7
.
9
2
SW
I
V
E
L
T
E
E
-
8
"
X
6
"
ST
A
.
=
1
9
+
6
1
.
2
9
T.
O
.
P
.
=
4
9
3
9
.
3
2
CR
O
S
S
-
8
"
X
8
"
ST
A
.
=
1
9
+
1
3
.
4
1
T.
O
.
P
.
=
4
9
3
9
.
0
5
BE
N
D
-
2
2
.
5
°
ST
A
.
=
2
4
+
8
0
.
5
4
T.
O
.
P
.
=
4
9
3
5
.
7
0
10' MJR
10' MJR
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.
11
/
1
5
/
2
3
TH
E
L
A
N
D
I
N
G
A
T
L
E
M
A
Y
68
1791-003
D.
W
e
b
e
r
13
3
7
R
I
V
E
R
S
I
D
E
A
V
E
.
#
2
FO
R
T
C
O
L
L
I
N
S
,
C
O
8
0
5
2
4
AV
A
N
T
C
I
V
I
L
G
R
O
U
P
.
C
O
M
97
0
.
2
8
6
.
7
9
9
5
N
O
T
F
O
R
C
O
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S
T
R
U
C
T
I
O
N
R
E
V
I
E
W
S
E
T
WA
T
E
R
L
I
N
E
1
P
L
A
N
&
P
R
O
F
I
L
E
46
1" = 40'
N/A
C 621
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 621
WATER LINE 1
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=40'
MA
T
C
H
LI
N
E
SE
E
S
H
E
E
T
C
6
2
0
V.
P
.
VA
U
L
T
E
L
E
C
V
A
U
L
T
EL
E
C
V
A
U
L
T
EL
E
C
E
E
E
E
E
E
E
E
E
E
E
E
G
G
G
G
G
G
G
G
G
G
W
F
G
G
G
G
E
E
E
W
S
S
E
E
E
E
E
S
S
S
S
T
S
W
T
S
W
W
E
E
E
T
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
T
E
E
E
E
E
E
E
E
T
S
S
S
W
W
W
W
W
S
T
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
T
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
UD
UD
F
F
F
F
F
F
F
E
E
E
E
E
E
E
E
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
8" GV (NE)
6" GV (SE)
STA.=13+46.22 | OFF.=0.0'
N=132878.56
E=200766.03
SWIVEL TEE-8"x6"
STA.=13+42.72 | OFF.=0.0'
N=132875.82
E=200763.85
BEND-11.25°
STA.=13+79.85 | OFF.=0.0'
N=132904.89
E=200786.95
SERVICE TAP-3/4"Ø
STA.=13+24.93 | OFF.=0.0'
N=132860.27
E=200755.19
BEND-90°
STA.=12+79.56 | OFF.=0.0'
N=132838.19
E=200794.83
SERVICE TAP-3/4"Ø
8" GV (SW)
6" GV (SE)
STA.=16+81.79 | OFF.=0.0'
N=133141.30
E=200974.77
SWIVEL TEE-8"x6"
STA.=12+64.34 | OFF.=0.0'
N=132830.79
E=200808.12
SERVICE TAP-1.5"Ø
STA.=15+67.10 | OFF.=0.0'
N=133051.50
E=200903.43
SERVICE TAP-3/4"Ø
4" GV (SW)
STA.=12+59.34 | OFF.=0.0'
N=132828.36
E=200812.49
TEE-8"x4"
STA.=17+81.85 | OFF.=0.0'
N=133219.64
E=201037.02
SERVICE TAP-3/4"Ø
8" GV (NE)
8" GV (SE)
STA.=10+00.00 | OFF.=0.0'
N=132702.16
E=201039.06
CROSS-8"x8"
10
+
0
0
11
+
0
0
12
+
0
0
13
+
0
0
14+
0
0
15+
0
0
16+
0
0
17+
0
0
18+
0
0
N6
0
°
5
2
'
5
8
"
W
25
9
.
3
4
L
F
8
"
P
V
C
5.00 LF 8" PVC
N60°52'58"W 15.21 LF 8" PVC
N60°52'58"W
17.80 LF 8" PVC
N29°07'02"E
3.50 LF 8" PVC
N38°28'00"E
33.63 LF 8" PVC
N38°28'00"E
N3
8
°
2
8
'
0
0
"
E
55.
0
1
L
F
8
"
P
V
C
N3
8
°
2
8
'
0
0
"
E
100
.
0
6
L
F
8
"
P
V
C
BUILDING
9
BUILDING
8
BUILDING
7
CLUBHOUSE
FITNESS
CENTER
LEASING
CA
R
R
I
A
G
E
HO
U
S
E
2
CA
R
R
I
A
G
E
HO
U
S
E
5
CA
R
R
I
A
G
E
HO
U
S
E
6
CA
R
R
I
A
G
E
HO
U
S
E
7
CA
R
R
I
A
G
E
HO
U
S
E
1
STA.=13+46.22 | OFF.=8.0' R
N=132873.56
E=200772.32
FIRE HYDRANT
STA.=13+60.35 | OFF.=43.0' L
N=132916.37
E=200741.15
WATER SERVICE-1"Ø
STA.=13+79.85 | OFF.=43.0' L
N=132931.64
E=200753.28
DUAL METER PIT-3/4"Ø
STA.=13+94.35 | OFF.=43.0' L
N=132942.99
E=200762.30
WATER SERVICE-1"Ø
STA.=15+12.09 | OFF.=71.1' R
N=132964.22
E=200924.84
METER PIT-3/4"Ø
STA.=15+12.09 | OFF.=96.2' R
N=132948.58
E=200944.54
WATER SERVICE-1"Ø
STA.=15+43.10 | OFF.=43.0' L
N=133059.46
E=200854.83
WATER SERVICE-1"Ø
STA.=15+67.10 | OFF.=43.0' L
N=133078.25
E=200869.76
DUAL METER PIT-3/4"Ø
STA.=15+86.10 | OFF.=43.0' L
N=133093.12
E=200881.58
WATER SERVICE-1"Ø
STA.=16+81.79 | OFF.=13.5' R
N=133132.89
E=200985.35
FIRE HYDRANT
STA.=17+58.41 | OFF.=43.0' L
N=133228.04
E=200988.77
WATER SERVICE-1"Ø
STA.=18+00.85 | OFF.=43.0' L
N=133261.27
E=201015.16
WATER SERVICE-1"Ø
STA.=17+81.89 | OFF.=43.0' L
N=133246.39
E=201003.35
DUAL METER PIT-3/4"Ø
STA.=12+79.56 | OFF.=28.6' L
N=132813.20
E=200780.91
METER PIT-3/4"Ø
STA.=15+12.09 | OFF.=0.0'
N=133008.42
E=200869.21
SERVICE TAP-3/4"Ø
STA.=12+87.84 | OFF.=42.0' L
N=132805.55
E=200767.16
WATER SERVICE-1"Ø
STA.=12+64.34 | OFF.=50.1' L
N=132787.01
E=200783.73
METER PIT-1.5"Ø
STA.=12+64.34 | OFF.=70.9' L
N=132768.85
E=200773.61
WATER SERVICE-2.5"Ø
STA.=12+90.39 | OFF.=40.4' L
N=132808.17
E=200765.70
FIRE SERVICE-1"Ø
STA.=12+82.56 | OFF.=0.0'
N=132839.65
E=200792.21
FIRE SERVICE TAP-1"Ø
STA.=17+58.41 | OFF.=40.0' L
N=133226.17
E=200991.11
FIRE SERVICE-1"Ø
STA.=18+00.85 | OFF.=40.0' L
N=133259.40
E=201017.51
FIRE SERVICE-1"Ø
STA.=17+84.85 | OFF.=0.0'
N=133221.99
E=201038.88
FIRE SERVICE TAP-1"Ø
STA.=15+70.10 | OFF.=0.0'
N=133053.85
E=200905.29
FIRE SERVICE TAP-1"Ø
STA.=15+86.10 | OFF.=40.0' L
N=133091.26
E=200883.93
FIRE SERVICE-1"Ø
STA.=15+43.10 | OFF.=40.0' L
N=133057.59
E=200857.18
FIRE SERVICE-1"Ø
STA.=13+60.35 | OFF.=40.0' L
N=132914.50
E=200743.50
FIRE SERVICE-1"Ø
CA
R
R
I
A
G
E
HO
U
S
E
3
STA.=13+94.35 | OFF.=40.0' L
N=132941.12
E=200764.65
FIRE SERVICE-1"Ø
N3
8
°
2
8
'
0
0
"
E
111
.
6
9
L
F
8
"
P
V
C
3.00 LF 8" PVC
N38°28'00"E
3.00 LF 8" PVC
N38°24'29"E
N3
8
°
2
8
'
0
0
"
E
129
.
2
4
L
F
8
"
P
V
C
3.00 LF 8" PVC
N38°28'00"E
STA.=13+82.85 | OFF.=0.0'
N=132907.24
E=200788.81
FIRE SERVICE TAP-1"Ø
CA
R
R
I
A
G
E
HO
U
S
E
4
3.00 LF 8" PVC
N60°52'58"W
NO
R
T
H
L
E
M
A
Y
A
V
E
WHIT
E
G
O
L
D
D
R
I
V
E
UPSIZE 5' AFTER WATER METER
(TYP. CARRAIGE HOUSES)
EASEMENT
EXCLUSION
EASEMENT EXCLUSION
(TYP. CARRIAGE HOUSES)
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
STORM DRAIN 5-2
SEE SHEET C 632
STORM DRAIN 5
SEE SHEET C 633
WATER LINE 1
SEE SHEETS C 620 - C 621
SANITARY SEWER A
SEE SHEETS C 610 - C 612
SANITARY SEWER A5
SEE SHEET C 612
SANITARY SEWER A7
SEE SHEET C 612
STORM DRAIN 7
SEE SHEET C 630
STORM DRAIN 3
SEE SHEET C 631
SANITARY SEWER A
SEE SHEETS C 610 - C 612
ST
A
.
LIN
E
MA
T
C
H
19+
0
0
4925
4930
4935
4940
4945
4950
4955
4960
4925
4930
4935
4940
4945
4950
4955
4960
TO
P
=
4
9
3
5
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7
6
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P
=
4
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4
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4
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=
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P
=
4
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P
=
4
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.
1
7
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
8" PVC
8" PVC 8" PVC
8" PVC
ST
A
.
=
1
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1
5
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4
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1
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8
1
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4
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A
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1
8
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1
5
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4
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8
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8
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A
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1
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5
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ST
A
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1
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6
4
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4
9
4
1
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5
5
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R
V
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T
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P
-
3
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4
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Ø
ST
A
.
=
1
2
+
7
9
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5
6
T.
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4
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4
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N
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ST
A
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=
1
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4
2
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7
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4
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I
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8
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6
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ST
A
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=
1
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4
6
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4
9
4
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1
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SE
R
V
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C
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T
A
P
-
3
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4
"
Ø
ST
A
.
=
1
3
+
7
9
.
8
5
T.
O
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P
.
=
4
9
4
2
.
2
5
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R
V
I
C
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T
A
P
-
3
/
4
"
Ø
ST
A
.
=
1
5
+
6
7
.
1
0
T.
O
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P
.
=
4
9
4
2
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7
8
SW
I
V
E
L
T
E
E
-
8
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X
6
"
ST
A
.
=
1
6
+
8
1
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7
9
T.
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.
=
4
9
4
3
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1
1
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R
V
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E
T
A
P
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3
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4
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Ø
ST
A
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=
1
7
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8
1
.
8
5
T.
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.
=
4
9
4
1
.
8
7
±18"
8" PVC SANITARY
STA.=10+10.00
B.O.P.=4937.78
±24"
40' MJR
5' MJR
15' MJR
3' MJR
3' MJR
FI
R
E
S
E
R
V
I
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E
T
A
P
-
1
"
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ST
A
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=
1
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8
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4
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2
6
FI
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1
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ST
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1
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8
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6
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4
9
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9
FI
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A
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1
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ST
A
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1
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7
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4
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.
7
9
FI
R
E
S
E
R
V
I
C
E
T
A
P
-
1
"
Ø
ST
A
.
=
1
7
+
8
4
.
8
5
T.
O
.
P
.
=
4
9
4
1
.
8
3
4" PVC SANITARY
STA.=10+88.24
B.O.P.=4941.75
±18"
8" PVC SANITARY
STA.=15+45.24
T.O.P.=4940.52
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.
11
/
1
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2
3
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68
1791-003
D.
W
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b
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13
3
7
R
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E
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E
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V
E
.
#
2
FO
R
T
C
O
L
L
I
N
S
,
C
O
8
0
5
2
4
AV
A
N
T
C
I
V
I
L
G
R
O
U
P
.
C
O
M
97
0
.
2
8
6
.
7
9
9
5
N
O
T
F
O
R
C
O
N
S
T
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U
C
T
I
O
N
R
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V
I
E
W
S
E
T
WA
T
E
R
L
I
N
E
2
P
L
A
N
&
P
R
O
F
I
L
E
47
1" = 40'
N/A
C 622
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
2
C
6
2
3
WATER LINE 2
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=40'
MA
T
C
H
LI
N
E
SE
E
S
H
E
E
T
C
6
2
3
S
E
E
F
VAULT
ELEC
W
F
W
UD
UD
E
E
E
E
E
E
E
E
E
E
S
S
W
E
E
E
F
W
UD
UD
UD
UD
UD
UD
STA.=19+50.31 | OFF.=0.0'
N=133351.54
E=201141.81
SERVICE TAP-3/4"Ø6" GV (SE)
8" GV (NE)
STA.=19+18.37 | OFF.=0.0'
N=133326.53
E=201121.94
SWIVEL TEE-8"x6"
STA.=19+97.45 | OFF.=0.0'
N=133396.76
E=201142.08
SERVICE TAP-3/4"Ø
STA.=20+23.72 | OFF.=0.0'
N=133422.85
E=201139.08
BEND-45°
8" GV (NE)
8" GV (SE)
STA.=21+25.50 | OFF.=0.0'
N=133502.55
E=201202.40
TEE-8"x8"
8" GV (NE)
8" GV (SE)
8" GV (NW)
STA.=24+68.74 | OFF.=0.0'
N=133288.61
E=201470.81
CROSS-8"x8"
STA.=25+10.69 | OFF.=0.0'
N=133321.46
E=201496.91
REDUCER-8"x6"
8" GV (SW)
STA.=25+16.69 | OFF.=0.0'
N=133326.16
E=201500.64
TEMP. HYDRANT
21
+
0
0
22+00
23+00
24+00
25
+
0
0
STA.=20+05.18 | OFF.=14.0' R
N=133406.03
E=201155.10
METER PIT-3/4"Ø
STA.=20+07.77 | OFF.=16.6' R
N=133408.90
E=201157.38
WATER SERVICE-1"Ø
BUILDING
10
CA
R
R
I
A
G
E
HO
U
S
E
8
STA.=19+18.25 | OFF.=85.8' R
N=133273.06
E=201189.06
FIRE HYDRANT
STA.=19+73.51 | OFF.=31.4' L
N=133369.40
E=201113.63
WATER SERVICE-1"Ø
STA.=19+50.31 | OFF.=15.0' L
N=133360.87
E=201130.06
METER PIT-3/4"Ø
31.94 LF 8" PVC
N38°28'00"E
47.20 LF 8" PVC
N06°32'56"W
18.54 LF 8" PVC
N06°32'56"W
N3
8
°
2
8
'
0
0
"
E
61
.
7
9
L
F
8
"
P
V
C
S51°26'39"
E
343.24 LF
8
"
P
V
C
47.95 LF 8" PVC
N38°28'00"E
STA.=19+76.51 | OFF.=31.4' L
N=133372.38
E=201113.32
FIRE SERVICE-1"Ø
STA.=19+53.31 | OFF.=0.0'
N=133353.89
E=201143.67
FIRE SERVICE TAP-1"Ø
3.00 LF 8" PVC
N38°28'00"E
4.68 LF 8" PVC
N38°28'00"E
WH
I
T
E
G
O
L
D
D
R
I
V
E
EASEMENT
EXCLUSION
STORM DRAIN 6
SEE SHEET C 634
WATER LINE 1
SEE SHEETS C 620 - C 621
SANITARY SEWER B
SEE SHEETS C 613 - C 614
SANITARY SEWER B3
SEE SHEET C 614
STA.=19+57.98 | OFF.=0.0'
N=133357.55
E=201146.58
BEND-45°
ST
A
.
LINE
MATCH
19
+
0
0
4925
4930
4935
4940
4945
4950
4955
4960
4925
4930
4935
4940
4945
4950
4955
4960
TO
P
=
4
9
4
1
.
1
7
TO
P
=
4
9
4
1
.
1
7
TO
P
=
4
9
4
1
.
0
1
TO
P
=
4
9
4
0
.
8
4
TO
P
=
4
9
4
0
.
6
7
TO
P
=
4
9
4
0
.
5
1
TO
P
=
4
9
4
0
.
3
4
TO
P
=
4
9
4
0
.
1
8
TO
P
=
4
9
4
0
.
0
1
TO
P
=
4
9
3
9
.
8
4
TO
P
=
4
9
3
9
.
6
8
TO
P
=
4
9
3
9
.
5
1
TO
P
=
4
9
3
9
.
3
5
TO
P
=
4
9
3
9
.
1
8
19+0019+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00
SW
I
V
E
L
T
E
E
-
8
"
X
6
"
ST
A
.
=
1
9
+
1
8
.
3
7
T.
O
.
P
.
=
4
9
4
1
.
1
1
SE
R
V
I
C
E
T
A
P
-
3
/
4
"
Ø
ST
A
.
=
1
9
+
5
0
.
3
1
T.
O
.
P
.
=
4
9
4
1
.
0
0
BE
N
D
-
4
5
°
ST
A
.
=
1
9
+
5
7
.
9
8
T.
O
.
P
.
=
4
9
4
0
.
9
8
BE
N
D
-
4
5
°
ST
A
.
=
2
0
+
2
3
.
7
2
T.
O
.
P
.
=
4
9
4
0
.
7
6
TE
E
-
8
"
X
8
"
ST
A
.
=
2
1
+
2
5
.
5
0
T.
O
.
P
.
=
4
9
4
0
.
4
2
CR
O
S
S
-
8
"
X
8
"
ST
A
.
=
2
4
+
6
8
.
7
4
T.
O
.
P
.
=
4
9
3
9
.
2
8
8" PVC
RE
D
U
C
E
R
-
8
"
X
6
"
ST
A
.
=
2
5
+
1
0
.
6
9
T.
O
.
P
.
=
4
9
3
9
.
1
5
TE
M
P
.
H
Y
D
R
A
N
T
ST
A
.
=
2
5
+
1
6
.
6
9
T.
O
.
P
.
=
4
9
3
9
.
1
3
8" PVC SANITARY
STA.=24+58.74
T.O.P.=4937.00
±19"
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.
11
/
1
5
/
2
3
TH
E
L
A
N
D
I
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G
A
T
L
E
M
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68
1791-003
D.
W
e
b
e
r
13
3
7
R
I
V
E
R
S
I
D
E
A
V
E
.
#
2
FO
R
T
C
O
L
L
I
N
S
,
C
O
8
0
5
2
4
AV
A
N
T
C
I
V
I
L
G
R
O
U
P
.
C
O
M
97
0
.
2
8
6
.
7
9
9
5
N
O
T
F
O
R
C
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N
S
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U
C
T
I
O
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I
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W
S
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WA
T
E
R
L
I
N
E
2
P
L
A
N
&
P
R
O
F
I
L
E
48
1" = 40'
N/A
C 623
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
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
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
C
6
2
2
C
6
2
3
WATER LINE 2
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=40'
MA
T
C
H
LI
N
E
SE
E
S
H
E
E
T
C
6
2
0
G
G
G
G
G
F
F
T
T T
T
E
E
E
E
E
E
S
E
E
E
E
S
F
S
S
E
E
E
E
E
E
E
W
W
S
S
F
W
E
E
E
E
E
W F
W
T
E
E
E
E
UD
UD
U
D
U
D
T
E
E
E
E
E
E
VA
U
L
T
EL
E
C
U
D
EE
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
8" GV (NE)
8" GV (SE)
STA.=10+00.00 | OFF.=0.0' L
N=132702.16
E=201039.06
CROSS-8"x8"
4" GV (NE)
STA.=10+84.00 | OFF.=0.0'
N=132661.29
E=201112.44
TEE-8"x4"
STA.=11+16.50 | OFF.=0.0'
N=132645.47
E=201140.83
SERVICE TAP-2"Ø
STA.=11+54.11 | OFF.=0.0'
N=132627.17
E=201173.69
BEND-90°
6" GV (SE)
8" GV (NE)
STA.=11+66.59 | OFF.=0.0'
N=132638.05
E=201179.80
SWIVEL TEE-8"x6"
6" GV (NW)
STA.=15+84.91 | OFF.=0.0'
N=132983.64
E=201415.01
SWIVEL TEE-8"x6"
STA.=16+63.14 | OFF.=0.0'
N=133044.89
E=201463.67
SERVICE TAP-1.5"Ø
6" GV (NW)
STA.=16+53.80 | OFF.=0.0'
N=133037.57
E=201457.86
TEE-8"x4"
4" GV (SE)
STA.=15+50.31 | OFF.=0.0'
N=132956.54
E=201393.48
TEE-8"x4"
STA.=16+98.92 | OFF.=0.0'
N=133072.90
E=201485.93
BEND-90°
STA.=18+65.99 | OFF.=0.0'
N=132968.97
E=201616.73
BEND-90°
STA.=13+50.51 | OFF.=0.0' L
N=132792.71
E=201279.34
SERVICE TAP-2"Ø
4" GV (SE)
STA.=13+82.82 | OFF.=0.0'
N=132819.84
E=201296.88
TEE-8"x4"
STA.=11+16.50 | OFF.=13.0' L
N=132656.83
E=201147.16
METER PIT-2"Ø
BUILDING
1
BUILDING
2
BUILDING
3
BUILDING
6
BUILDING
4
STA.=11+66.02 | OFF.=17.5' R
N=132628.99
E=201194.78
FIRE HYDRANT
STA.=13+35.36 | OFF.=21.0' R
N=132768.57
E=201288.77
FIRE HYDRANT
STA.=13+74.82 | OFF.=38.1' R
N=132792.42
E=201324.57
WATER SERVICE-2.5"Ø
STA.=15+59.81 | OFF.=43.6' R
N=132936.87
E=201433.52
WATER SERVICE-2.5"Ø
STA.=15+95.75 | OFF.=24.1' R
N=132977.11
E=201440.64
METER PIT-2"Ø
STA.=16+63.14 | OFF.=19.3' L
N=133056.89
E=201448.56
METER PIT-1.5"Ø
STA.=16+56.96 | OFF.=61.4' L
N=133078.23
E=201411.77
WATER SERVICE-2.5"Ø
STA.=15+84.91 | OFF.=11.0' L
N=132990.48
E=201406.40
FIRE HYDRANT
STA.=15+95.75 | OFF.=0.0'
N=132992.12
E=201421.75
SERVICE TAP-2"Ø
STA.=13+50.51 | OFF.=17.0' R
N=132783.48
E=201293.62
METER PIT-2"Ø
1
0
+
0
0
1
1
+
0
0
12+00
13+00
14+00
15+00 16+00
1
8
+
0
0
19+00
20+00
8" GV (NW)
8" GV (SW)
STA.=20+24.99 | OFF.=0.0'
N=133093.47
E=201715.65
TEE-8"x8"
STA.=18+45.35 | OFF.=11.8' L
N=132991.07
E=201607.93
FIRE HYDRANT
6" GV (NW)
8" GV (SW)
STA.=18+77.81 | OFF.=0.0'
N=132978.23
E=201624.09
SWIVEL TEE-8"x6"
BUILDING
5
UPSIZE SERVICE
5' AFTER METER (TYP.)
EASEMENT
EXCLUSION
EASEMENT
EXCLUSION
STORM DRAIN 6
SEE SHEET C 634
STORM DRAIN 5
SEE SHEET C 633
WATER LINE 1
SEE SHEETS C 620 - C 621 WATER LINE 1
SEE SHEETS C 620 - C 621
SANITARY SEWER A5
SEE SHEET C 612
SANITARY SEWER B
SEE SHEETS C 613 - C 614
SANITARY SEWER B2-1
SEE SHEET C 615
SANITARY SEWER B2
SEE SHEET C 615
SANITARY SEWER A
SEE SHEET C 612
STORM DRAIN 3
SEE SHEET C 631 STORMTECH CHAMBERS
SEE SHEETS C 634 & C 807
STORM DRAIN 6-2
SEE SHEET C 634
WATER LINE 2
SEE SHEETS C 622 - C 623
N
O
R
T
H
L
I
N
K
L
A
N
E
WHITE G
O
L
D
D
R
I
V
E
5'
5'
5'
S
6
0
°
5
2
'
5
8
"
E
8
4
.
0
0
L
F
8
"
P
V
C
32.50 LF 8" PVC
S60°52'58"E
12.48 LF 8" PVC
N29°19'34"E
N32°52'33
"
E154.32 LF
8
"
P
V
C
15.16 LF 8" PVC
N32°52'30"E
32.30 LF 8" PVC
N32°52'30"E
37.88 LF 8" PVC
N32°52'32"E
1 1 7 .1 0 L F 8 "P V C
R =1 2 0 0 .0 0 '
8" GV (SW)
6" GV (SE)
STA.=13+35.36 | OFF.=0.0' L
N=132779.98
E=201271.12
SWIVEL TEE-8"x6"
34.61 LF 8" PVC
N38°28'00"E
10.84 LF 8" PVC
N38°28'00"E
N38°28'00"E
58.05 LF 8" PVC
9.34 LF 8" PVC
N38°28'00"E
35.78 LF 8" PVC
N38°28'00"E
S
5
1
°
3
2
'
0
0
"
E
1
6
7
.
0
7
L
F
8
"
P
V
C
N38°28'00"E
147.19 LF 8" PVC
11.82 LF 8" PVC
N38°28'00"E
STA.=10+89.63 | OFF.=33.9' L
N=132688.18
E=201133.87
WATER SERVICE-2.5"Ø
4925
4930
4935
4940
4945
4950
4955
4960
4925
4930
4935
4940
4945
4950
4955
4960
8" PVC SANITARY
STA.=11+42.96
T.O.P.=4937.30
8" PVC SANITARY
STA.=13+14.25
T.O.P.=4936.42
6" PVC SANITARY
STA.=17+14.92
B.O.P.=4939.75
6" PVC SANITARY
STA.=15+66.31
B.O.P.=4940.57
18" HDPE STORM
STA.=18+97.65
B.O.P.=4938.84
24" HDPE STORM
STA.=19+93.99
B.O.P.=4939.15±18"
±19"
±18"
±22"
TO
P
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4
9
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4
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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 19+50 20+00
8" PVC
8" PVC 8" PVC
8" PVC
8" PVC 8" PVC
8" PVC
ST
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±18"
±19"±18"
40' MJR
5' MJR
10' MJR
40' MJR 40' MJR
40' MJR 40' MJR
40' MJR 40' MJR
1' MJR
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.
11
/
1
5
/
2
3
TH
E
L
A
N
D
I
N
G
A
T
L
E
M
A
Y
68
1791-003
D.
W
e
b
e
r
13
3
7
R
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.
#
2
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WA
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3
P
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&
P
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F
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49
1" = 40'
N/A
C 624
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
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
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
WATER LINE 3
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=40'