HomeMy WebLinkAboutWATERFIELD FOURTH FILING - FDP190009 - DOCUMENT MARKUPS - ROUND 2 - RESPONSE TO STAFF REVIEW COMMENTSH2O
WV
WV
WV
WV
WV
H2O
V.P.
TEST
STA
V.P.
H2O H2O
WV
VAULT
CABLE
TELE
TEST
STA
WV
WV
S
VAULT
CABLE
S
D
D
TELE
S
VAULT
ELEC
ELEC
ELEC
V.P.
ELEC
BRKR
ELEC
ELEC
S
S
S
H2O
WV
GAS
H2O
TEST
STA
GAS
H
Y
D
W WV
WV
WVWWVV WV
WV
V.P.
C
S
H2O
TEST
STA
8" SS 8" SS
8" SS 8" SS 8" SS 8" SS
8" SS 8" SS 8" SS
8" SS
8" SS 8" SS 8" SS
8" SS
8" SS
8" SS
8" SS
12" SS 12" SS
12" SS
12" SS
12" SS
12" SS 12" SS
12" SS 12" SS
12" SS 12" SS
12" SS 12" SS 12" SS 12" SS
8" SS 8" SS
8" SS 8" SS 8" SS
8" SS
8" SS
8" SS
8" SS
12" SS
12" SS
12" SS
12" SS
8" SS
8" W
8" W
8" W
8" W
8" W 8" W 8" W 8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W 8" W 8" W 8" W
8" W
8" SS
W W
W W
W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
8" W
8" W
IRR
IRR IRR
IRR IRR IRR
IRR IRR IRR
IRR IRR IRR
IRR
IRR IRR IRR IRR IRR IRR IRR IRR
8" W 8" W 8" W
8" W
8" W
8" W
8" W
8" W
8" W 8" W
8" W 8" W
W
W
W
W W
S
S
S
S
S S
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
E
E
E
E
E
E
E
E
E
E
E
E E E E
E E
E
8" SS 8" SS
8" SS
8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS
8" SS
8" SS 8" SS
8" W 8" W
12" SS
8" SS 8" SS
12" SS
12" SS
12" SS
12" SS 12" SS
12" SS 12" SS
12" SS 12" SS 12" SS
12" SS
12" SS 12" SS 12" SS
12" SS 12" SS
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS 8" SS
8" SS 8" SS 8" SS
8" SS 8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS 8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS 8" SS
8" SS
8" SS
8" SS 8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
8" W
8" W
8" W
8" W
8" W
8" W 8" W
8" W
8" W
8" W
8" W
8" W 8" W 8" W 8" W
8" W
8" W 8" W
8" W
8" W
8" W
IRR
IRR
IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR
IRR
IRR IRR
IRR
IRR
IRR
8" SS 8" SS
8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS
8" SS
8" SS 8" SS 8" SS
8" SS
8" SS 8" SS 8" SS 8" SS 8" SS
8" SS 8" SS
8" SS 8" SS
8" SS 8" SS
8" SS 8" SS
8" SS 8" SS
8" SS 8" SS 8" SS 8" SS
8" SS 8" SS
8" SS
8" SS 8" SS 8" SS
8" SS 8" SS
8" SS
8" SS
8" SS 8" SS
8" SS
8" SS 8" SS
8" SS
8" SS 8" SS
8" SS
8" SS 8" SS
8" W
8" W
8" W
8" W
6" W 6" W
6" W
6" W
6" W
6" W
8" W
8" W
W
W
W W
S
S S
S
S
8" SS
8" SS 8" SS 8" SS
8" SS
8" SS 8" SS
8" SS 8" SS 8" SS 8" SS 8" SS
8" SS
8" SS 8" SS 8" SS
8" SS 8" SS 8" SS
8" SS 8" SS
8" SS 8" SS 8" SS
8" SS
8" SS 8" SS
8" SS 8" SS 8" SS
12" SS 12" SS 12" SS
12" SS
12" SS
12" SS 12" SS 12" SS 12" SS 12" SS 12" SS
12" SS
12" SS
12" SS
12" SS
12" SS
8" SS
8" SS
8" SS
8" SS 8" SS 8" SS
8" SS
8" SS
8" SS 8" SS 8" SS 8" SS
8" SS
8" SS
8" SS
8" SS 8" SS
8" SS
8" SS 8" SS 8" SS
8" SS 8" SS 8" SS
8" SS
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W 8" W
8" W
8" W
8" W
8" W 8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W 8" W 8" W 8" W 8" W
8" W 8" W 8" W
8" W 8" W 8" W
8" SS 8" SS 8" SS 8" SS 8" SS
8" SS
8" SS
8" SS
8" SS
8" SS 8" SS 8" SS 8" SS 8" SS
8" SS 8" SS 8" SS 8" SS 8" SS
12" SS
8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS
8" SS 8" SS 8" SS 8" SS
8" SS
8" SS
8" SS
12" SS
12" SS
12" SS
8" W 8" W 8" W
8" W 8" W 8" W 8" W
8" W
8" W
8" W 8" W
8" W 8" W
8" W 8" W 8" W 8" W
8" W 8" W
8" W
8" W 8" W 8" W 8" W 8" W
8" W 8" W 8" W
8" W
W
W
W
S S
S
S
S
S
S
S
S
S
S
S
S S
S
S
S
S
S
S
S
S S
S
S S
S
S
S S
W
W
W
W
W
S S
S
S
S
S
S
W
S S S
S
E
E
E E
E
E
E E E E E
E
E E
E E
E
E
E
E
E
E E
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
E
E E
E
E E
E
E
E
E
G
G
G
G G
G G G
G G G
G
G
E
E
E
E
G
G G
G
E
E
E E
E
E
E
E
E
E E
E
E
E
E
E
E
E
G
G
G
G G G G G
G G
G G
G
G
G
G
G
E
E
E E
E
E
E
E
G
G
G G
G G
G
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
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E E
E
E
G G
G
G G
G G
G
G
G
G
G
G G
G G
G
E
E
E
E
E E
E
E
E
E
E
E
E
E E
E
E
E
G
G
G
G G
G
G
G
G
G
G
G G G
G
G G
E
E E
E
E
E
E
E
E
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
G G
G
G G
G G
G
G
G
G G
G
12" W
12" W 12" W
12" W
8" W
8" W 8" W
8" W
8" W 8" W
8" W
8" W
8" W
8" W 8" W
8" W 8" W
W
W
W
W
W S S
W
S
S
S S
S
S
W
W
W W W W
S
S
S
W
W
W W
W
S
S
S
S
W W
S S
W
S W S
W
S
S
W
W
S
S W
W S
W
W
W
W
W W
W
S
S
S
S
S
S S
S
S
W W
S
S
W W
S
S S
W
S
W
S
W
S
W
W
W
VAULT VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
ST
ST
ST
ST
ST
ST
S
VAULT
CABLE
S
D
D
TELE
S
S
S
S
VAULT
ELEC
VAULT
ELEC
WV
WV
WV
VAULT C
ELEC
SS
SS
SS
SS
SS SS SS SS SS
SS SS SS
SS
SS SS
SS SS SS
SS
SS
SS
SS
SS
SS
SS SS
SS
T
H
H
Y
D
W W W W
W W
W W W
W W
W W
W
W
W
W
GAS
WV WV WV S
W
SS
SS
SS
SS
W W W W W W
W W W W W W W
W
WV
STREET H
STREET H
ALLEY 16
ALLEY 16
ALLEY 20
ALLEY 21
ALLEY 16
ALLEY 22
ALLEY 23
GREENWOOD VILLAGE, CO 80111
DIVISION SEVEN SYSTEMS
8 GIBBS RD
LARAMIE, WY 80207
OPPIE VERA N
PO BOX 302
LAPORTE, CO 80535
E VINE DRIVE
MERGANSER DR.
CONNECT TO
EXISTING MANHOLE
12" PVC WATER
20'
TRACT
30'
TRACT
30'
TRACT
30'
TRACT
36' -
57' ROW
20'
TRACT
20'
TRACT
5'
SEPERATION
MIN. (TYP)
10'
SEPERATION
MIN. (TYP)
10'
SEPERATION
MIN. (TYP)
10'
SEPERATION
MIN. (TYP)
30'
TRACT
5'
SEPERATION
MIN. (TYP)
20' TRACT
8''x8'' TEE w/TB
2-8" GV(S,E)
N:134997.98
E:206293.72
8''x8'' TEE w/TB
& 2-8" GV (N,W)
N:134667.63
E:206482.50
8''x8'' TEE w/TB
& 2-8" GV (E,S)
N:135029.88
E:206481.31
CONNECT TO EXISTING
12" ELCO WATER MAIN
N:135014.67
E:206803.46
8''x6" SWIVEL TEE
w/TB & 6" GV
N:134665.83
E:206622.48
FIRE HYDRANT
ASSEMBLY
N:134655.83
E:206622.35
8''x8'' TEE w/TB
& 2-8" GV (S,E)
N:135037.38
E:206671.31
8''x8'' TEE w/TB
& 2-8" GV (N,W)
N:134670.05
E:206294.61
CONTRACTOR TO INSTALL
2° DEFLECTION AT PIPE
JOINTS (SEE NOTE 9).
8' UTILITY EASEMENT 8' UTILITY EASEMENT
8' UTILITY EASEMENT
8' UTILITY EASEMENT
9' UTILITY EASEMENT
8' UTILITY EASEMENT
8' UTILITY EASEMENT
8' UTILITY EASEMENT
8' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
SAN LINE A2 EAST
SEE SHEET C2.13
SAN LINE A3 EAST
SEE SHEET C2.14
SAN LINE A2-E1
SEE SHEET C2.15
SAN LINE A2-E2
SEE SHEET C2.15
C2.08
STORM DRAIN B
SEE SHEET C2.38
STORM DRAIN C3
STORM DRAIN C5 EAST
STORM DRAIN M
45° BEND w/TB
N:134665.34
E:206660.67
45° BEND w/TB
N:134671.12
E:206666.60
11.25° BEND w/TB
N:134969.14
E:206298.63
11.25° BEND w/TB
N:135000.40
E:206486.32
11.25° BEND w/TB
N:135037.25
E:206681.00
11.25° BEND w/TB
N:135014.89
E:206786.30
LOT 58
LOT 9
LOT 35
LOT 38
LOT 37
LOT 39
LOT 31
LOT 27
LOT 28
LOT 29
LOT 30
LOT 40
LOT 43
LOT 47
LOT 46
LOT 50
LOT 41
LOT 42
LOT 45
LOT 48
LOT 49
LOT 30 LOT 28
LOT 31
LOT 35
LOT 33
LOT 34
LOT 37
TRACT L
U&DE
LOT 4
LOT 1
LOT 2
LOT 5
LOT 6
LOT 8
LOT 11 LOT 13
LOT 19
LOT 17 LOT 18
LOT 16
LOT 29
LOT 36 LOT 27
LOT 24
LOT 25
LOT 26
LOT 14
LOT 61 LOT 59 LOT 57 LOT 55
LOT 54
LOT 53 LOT 51
LOT 9
LOT 6
LOT 5
LOT 4
LOT 1
LOT 10
LOT 11
LOT 12
LOT 17
LOT 14
LOT 15
LOT 16
LOT 19
LOT 18
LOT 25
LOT 21
LOT 23
LOT 22
LOT 20 LOT 32 LOT 33
LOT 34
LOT 2
LOT 7
LOT 65
LOT 3 LOT 32
TRACT BB
UDA&EAE
LOT 8
LOT 13
TRACT H
TRACT AA
UDA&EAE
LOT 24
TRACT I
LOT 26
LOT 36
LOT 44
LOT 52
LOT 60 LOT 56
LOT 15
LOT 7
LOT 12
LOT 3
TRACT K
U&DE
TRACT G
U&DE
BLOCK 4
BLOCK 4
BLOCK 4
BLOCK 4
BLOCK 3
KEYMAP
R
R
SUNIGA DRIVE
N SUMMITVIEW DR
Sheet
WATERFIELD FOURTH FILING These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 152
C2.06
UTILITY PLAN
##
MATCHLINE-SEE SHEET C2.03 MATCHLINE-SEE SHEET C2.04
MATCHLINE-SEE SHEET C2.05
E
LEGEND:
UD
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
EDGE OF GRAVEL
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM INLET
PROPOSED STORM SEWER
PROPOSED UNDERDRAIN
PROPOSED RIGHT OF WAY
EXISTING SANITARY SEWER SS
PROPOSED SANITARY SERVICE
EXISTING WATER LINE W
PROPOSED ELECTRIC MAIN
PROPOSED WATER SERVICE
PROPOSED 8" WATER LINE 8" W
ELEC
H
Y
D
F
E
S
PROPOSED FIRE HYDRANT
EXISITNG ELECTRIC BOX
EXISTING FIRE HYDRANT
EXISTING FES
EXISTING WATER VALVE
WV
PROPOSED BUTTERFLY VALVE
PROPOSED WATER VALVE
EXISTING STORM SEWER ST
PROPOSED GAS MAIN G
PROPOSED SANITARY SEWER
W
PROPOSED 12" WATER LINE 12" W
S
PROPOSED PIPE DEFLECTION W
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE
RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER
SURVEY INFORMATION.
3. ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY
WATER DISTRICT (ELCO) STANDARD CONSTRUCTION SPECIFICATIONS,
LATEST EDITION.
4. ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITARY SEWER
DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
5. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED
AND ARE NOT TO SCALE.
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. WATER SERVICE LINES TO PROPERTIES ON THE SOUTH SIDE OF STREET D
BETWEEN MERGANSER DRIVE AND STREET C SHALL BE INSTALLED IN A 2"
DIAMETER HDPE SLEEVE.
9. CONTRACTOR TO VERIFY MAX DEFLECTION WITH MANUFACTURE PRIOR TO
INSTALLATION.
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
C2.01
C2.02
C2.03 C2.04
C2.05 C2.06
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN APPROVAL
8" W 8" W
8" W 8" W 8" W
8" W 8" W
8" W
8" W 8" W
8" W
8" W 8" W
8" W
8" W
8" W
8" W
W
S
S S
S S S
S
S
S S
S
S
S
S
S S
S
S
S
S
S S
S
S
S
S
S
S
S
S
S S S
S
S S
S S
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W
S
S
W
S S S
S
S
S S S
S
S
S
S S
S
S
S
S
S
W
W
W
S
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
E
E E
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
G
G G
E
E E
E
E
E
E
E
E
G
G
G G G G G
G
E
E
E
E
G
G G
G
E
E
E
E
E
E
E
E
E
E
E
E
G
G
G
G
G
G
G
G G
G
G
E
E
E E
E
E
E
E
E
E
E
G G
G G
G
G
G
G
G
G
E
E
E
E
E
E
E
E
E
E E
E E
E
E
G
G
G
G
G G G
G G
G
G
G G
G
E
G
E
E
E
E E
E
E
E
E
E
E
E E
E
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
E
E
E
G
G
G
G
G G G
G
E
E
E
E E
E
E E
E
E
E
E E
E
G G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
E
E
E
E
E
E
E E
E E
E
E E
G
G
G
G
G
G
G
G
G
G
G
G
E
E
E
E
E
E
E
G
G
G
G
G
G
G
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
E
E E
E
E
E
E
E
E
E E
E
E
E
E E
E
E
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
G G
G
UD
UD UD UD
UD
UD
UD
UD UD
UD
UD
UD UD
UD
UD UD
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
8" W
8" W
8" W
8" W 8" W
8" W 8" W
8" W 8" W 8" W 8" W
8" W 8" W
8" W 8" W
W
W
W
S
W W
W W
S
S
S
S
W
W
W
W
S
S S
S
W
S
S S
S
W
W
W
W
W
W W
W
W
S
W
W
W
W W
W
W
W
W
W
W
W
W W
W W
S
S S
S
S
S
S
S
S
S S
S
S
S
S
S S
S
W W
W
W W W
W
W
S
S
W
W
S
S
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
W
VAULT
CABLE
TELE
TEST
STA
WV
WV
S
SS
SS
TH
TH
X
X
X
X
X X X
X
X
X
X
X
X
X
X
X
X
X X X
G
G
G
G
G
G
G
G
G
G
G G
G
W W W W W W
W W W W W
W
W
W
W
W
W
W
W W
W
W W W W W
W W W W W W W W
W W
W W W
W
W
W
W
ST ST ST
ST ST
D
8''x8'' TEE w/TB
3 - 8" GV (N,E,W)
N:134672.08
E:206136.79
STREET G
STREET G
STREET H
STREET H
ALLEY 15
ALLEY 15
ALLEY 16
ALLEY 16
ALLEY 17
ALLEY 18
ALLEY 19
ALLEY 24
ALLEY 25
SUNIGA ROAD
WEISS DONALD D/ BEVERLY A
1924 E. VINE DR.
FORT COLLINS, CO 80524
18' -
80' ROW
E VINE DRIVE
INLET
STORM MH (TYP.)
INLET
INLET
FES
5'
SEPERATION
MIN. (TYP)
30'
TRACT
30'
TRACT
30'
TRACT
30'
TRACT
65' -
115' ROW
36'
-
57' ROW
18' -
10'
SEPERATION
MIN. (TYP)
30'
TRACT
5'
SEPERATION
MIN. (TYP)
10'
SEPERATION
MIN. (TYP)
10'
SEPERATION
MIN. (TYP)
10'
10'
16' TRACT
57' ROW
36'
8''x8'' TEE w/TB
& 2 - 8" GV (NW,SW)
N:134935.26
E:205556.24
8''x8'' TEE w/TB
& 2-8" GV (N,W)
N:134678.48
E:205639.81
8''x8'' TEE w/TB
& 2-8" GV (S,E)
N:134923.79
E:205642.86
8''x8'' TEE w/TB
& 1-8" GV (S,W)
N:134949.44
E:206008.27
12''x8'' TEE w/TB
& 1-8" GV (S) 1-12" BFV (W)
N:135215.56
E:206096.63
FIRE HYDRANT
ASSEMBLY
N:134695.81
E:205847.54
FIRE HYDRANT
ASSEMBLY
N:135143.62
E:205540.96
8''x8" CROSS w/TB
& 2-8" GV(S,W)
N:134971.67
E:206139.02
TIE TO EXISTING
XCEL GAS LINE
N:135134.93
E:205361.24
8"X6" TEE w/TB
& 1-6" GV(S)
N:134675.81
E:205847.28
8''x8'' TEE w/TB
& 2-8" GV (N,E)
N:134676.21
E:205816.29
8''x8'' TEE w/TB
& 2-8" GV (N,E)
N:134673.70
E:206010.77
8''x6" SWIVEL TEE
w/TB & 6" GV(W)
N:135143.47
E:205552.26
8''x8" TEE w/TB
& 2-8" GV(S,W)
N:135172.82
TIE TO EXISITNG E:205552.63
WATERLINE
14''x12" TEE w/TB
& 1-14" BFV(S)
1-12" BFV(E)
N:135174.58
E:205395.52
8''x8'' TEE w/TB
& 2-8" GV(S,E)
N:134926.28
E:205817.45
CONTRACTOR TO INSTALL 1°
DEFLECTION AT PIPE JOINTS
(SEE NOTE 9).
CONTRACTOR TO INSTALL
1.5° DEFLECTION AT PIPE
JOINTS (SEE NOTE 9).
CONTRACTOR TO INSTALL
1° DEFLECTION AT PIPE
JOINTS (SEE NOTE 9).
8' UTILITY EASEMENT
8' UTILITY EASEMENT
8' UTILITY EASEMENT
9' UTILITY EASEMENT
8' UTILITY EASEMENT
8' UTILITY EASEMENT
8' UTILITY EASEMENT
8' UTILITY EASEMENT
8' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
15' UTILITY EASEMENT 15' UTILITY EASEMENT
9' UTILITY EASEMENT
8' UTILITY EASEMENT
8' UTILITY EASEMENT
9' UTILITY EASEMENT
SAN LINE A2 WEST
SEE SHEET C2.09
SAN LINE A2 WEST W2
SEE SHEET C2.10
SAN LINE A2 WEST W3
SEE SHEET C2.10
SAN LINE A2 WEST
SEE SHEET C2.09
SAN LINE A2 WEST W1
SEE SHEET C2.10
SAN LINE A2 EAST
SEE SHEET C2.13
SAN LINE A3 WEST
SEE SHEET C2.11-C2.12
SAN LINE A2-E1
SEE SHEET
SAN LINE A
SEE SHEET C2.07-C2.08
STORM DRAIN A
SEE SHEET C2.37
STORM DRAIN N
SEE SHEET C2.37
STORM DRAIN C3
SEE SHEET C2.40
STORM DRAIN C
SEE SHEET C2.39
STORM DRAIN C6-3
SEE SHEET C2.40
STORM DRAIN C6
SEE SHEET C2.40
STORM DRAIN C5 EAST
SEE SHEET C2.41
STORM DRAIN C5 WEST
SEE SHEET C2.41
STORM DRAIN C7
SEE SHEET C2.41
STORM DRAIN M
SEE SHEET C2.37
45° BEND w/TB
N:134941.95
E:205549.72
45° BEND w/TB
N:134924.25
E:205567.00
45° BEND w/TB
N:134916.23
E:205536.76
45° BEND w/TB
N:134916.91
E:205476.37
45° BEND w/TB
N:134906.93
E:205466.14
45° BEND w/TB
N:134714.17
E:205463.74
45° BEND w/TB
N:134680.32
E:205496.73
11.25° BEND w/TB
N:134919.52
E:206013.84
FIRE HYDRANT
ASSEMBLY
N:135157.35
E:205971.76
SUNIGA WATERLINE
SEE SHEET C2.31-C2.33
EXISTING OVERFLOW STRUCTURE
ADJUST TO FINISH GRADE
INV: 4941.15
EX INLET 1
FG:4942.20
INV:4934.00
EX MH
FG:4944.24
INV. IN:4933.37 (E)
INV OUT:4940.87 (W)
FES SIPHON
FG:4940.69
INV: 4940.69
ULTIMATE OUTLET STRUCTURE
SEE DETAIL SHEET FOR
ADDITIONAL INFORMATION
35.03 LF 24" RCP @0.50%
RIP-RAP (TYP.)
RIP-RAP (TYP.)
RIP-RAP (TYP.)
INLET
11.25° BEND w/TB
11.25° BEND w/TB
N:134962.68
E:206140.58
FIRE HYDRANT
ASSEMBLY
N:134952.12
E:206216.14
8''x6" SWIVEL TEE
w/TB & 6" GV(W)
N:134983.87
E:206210.74
INLET
INLET
TRACT NN
PAE
TRACT OO
PAE
TRACT PP
PAE
LOT 12
LOT 45
LOT 4
LOT 1
LOT 2
LOT 5
LOT 31
LOT 43
LOT 44
LOT 42
LOT 35
LOT 37
LOT 36
LOT 32
LOT 33
LOT 41
LOT 50 LOT 49 LOT 47
LOT 60 LOT 58 LOT 57
LOT 56 LOT 54 LOT 53 LOT 52
LOT 30 LOT 23
LOT 20
LOT 21
LOT 14
LOT 10 LOT 13
LOT 1 LOT 2 LOT 3 LOT 4 LOT 6 LOT 9 LOT 11
TRACT B
U&DE
LOT 29 LOT 28 LOT 27 LOT 25 LOT 24
LOT 22
LOT 7 LOT 8
LOT 16
LOT 18
LOT 17
LOT 15
LOT 61
LOT 9
LOT 6
LOT 5
LOT 4
LOT 1
LOT 40
LOT 2
LOT 26
TRACT A
U&DE
LOT 4
LOT 19
TRACT Z
UD&AE
TRACT D
TRACT E
LOT 8
TRACT Y
UDA&EAE
LOT 1
LOT 6
LOT 2
LOT 3
LOT 5
LOT 3
LOT 8
LOT 14
LOT 18 LOT 19
LOT 26
LOT 30
LOT 34
LOT 48
LOT 51
LOT 59 LOT 55
TRACT F
U&DE
LOT 5
LOT 12
LOT 3
TRACT K
U&DE
LOT 7
LOT 9
LOT 11
LOT 13
LOT 24
LOT 25
LOT 15 LOT 23
LOT 17
LOT 16
LOT 22
LOT 20
LOT 21
LOT 28
LOT 29
LOT 38
BLOCK 2
BLOCK 1
BLOCK 1
BLOCK 1
FIRE HYDRANT
ASSEMBLY
N:134692.80
E:206124.85
8"X6" TEE w/TB
& 1-6" GV(S)
N:134692.48
E:206137.05
KEYMAP
R
R
SUNIGA DRIVE
N SUMMITVIEW DR
Sheet
WATERFIELD FOURTH FILING These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 152
C2.05
UTILITY PLAN
##
MATCHLINE-SEE SHEET C2.03
E
LEGEND:
UD
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
EDGE OF GRAVEL
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM INLET
PROPOSED STORM SEWER
PROPOSED UNDERDRAIN
PROPOSED RIGHT OF WAY
EXISTING SANITARY SEWER SS
PROPOSED SANITARY SERVICE
EXISTING WATER LINE W
PROPOSED ELECTRIC MAIN
PROPOSED WATER SERVICE
PROPOSED 8" WATER LINE 8" W
ELEC
H
Y
D
F
E
S
PROPOSED FIRE HYDRANT
EXISITNG ELECTRIC BOX
EXISTING FIRE HYDRANT
EXISTING FES
EXISTING WATER VALVE
WV
PROPOSED BUTTERFLY VALVE
PROPOSED WATER VALVE
EXISTING STORM SEWER ST
PROPOSED GAS MAIN G
PROPOSED SANITARY SEWER
W
PROPOSED 12" WATER LINE 12" W
S
PROPOSED PIPE DEFLECTION W
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE
RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER
SURVEY INFORMATION.
3. ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY
WATER DISTRICT (ELCO) STANDARD CONSTRUCTION SPECIFICATIONS,
LATEST EDITION.
4. ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITARY SEWER
DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
5. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED
AND ARE NOT TO SCALE.
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. WATER SERVICE LINES TO PROPERTIES ON THE SOUTH SIDE OF STREET D
BETWEEN MERGANSER DRIVE AND STREET C SHALL BE INSTALLED IN A 2"
DIAMETER HDPE SLEEVE.
9. CONTRACTOR TO VERIFY MAX DEFLECTION WITH MANUFACTURE PRIOR TO
INSTALLATION.
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
MATCHLINE-SEE SHEET C2.06
C2.01
C2.02
C2.03 C2.04
C2.05 C2.06
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN APPROVAL
S
S
S
S
S
S
S
S
W
W W
S
S
S
S
S
S
W
W
W
W
W
W
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W
W
W
W
W
W
W
W
W
S
S
S
S
S
S
S
S
S S
S
S
S
S
S
S
S
S
S
S S
S
S
S S
S
S
S
S
S
S
S
W
W
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
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 G
G
E
E E E
E
E
E
E
E
E
E
E
E
E
E
E
E E E E
E
E E E
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 E
E
E
E
E
E
E
E
E
E
E
E
G
G
G
G
G
G
G
G
G
G
G G G
G
G
E
E E
E
G
G G G
E E
E
E
E
E
E
E
E
G G
G
G
G G
G G
G
E
E
E
E
E
E
E
E
E E
G G
G
G
G G
G G
G
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
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
G
G
G
G
E
E
E
G
E
E
E
E
E
E
G
G
G
G
G
G
E
E E
E
E
E
E
E E E
E
E
E
E E E
E
E E E
E E E
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
G
G
G
G G G G
G G G G
G
G
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
G
G G
E
E E E
E E
E
E
E
E
E
G G
G
G G
G
G
G
G
G
G
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
8" W
8" W
8" W 8" W 8" W 8" W
8" W
8" W 8" W 8" W
8" W
8" W
8" W 8" W
8" W
8" W 8" W
6" W
6" W 6" W
8" W 8" W 8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W 8" W
8" W
8" W 8" W
8" W
8" W
8" W
8" W
8" W
8" SS
8" SS
8" SS
8" SS 8" SS 8" SS
W W W W
W
W
W W
W
S
S
S
S
S
S S S
S
W
W W
W W
W
W
W
S
S
S
S
S
S
W W
W
W
W W W W
S
S
S S
S
S
S
W
W
W
W
W
W
W
W
W W
W W
W
W
8" W
8" W
8" W
8" W 8" W
8" SS
8" SS 8" SS 8" SS
V
AULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
WV
ELEC
ELEC
ELEC
BRKR
ELEC
ELEC
E
E
E E
E E
TELE
W
W W
W
W
W
W
W
W
W
W
W W W
W
W
W
W
W
W
W
IRR
8''x8'' TEE w/TB
& 2-8" GV (N,E)
N:135593.37
E:207237.30 8''x6'' TEE w/TB
& 1-6" GV (N)
1-8" GV (E)
N:135589.99
E:207425.27
8''x6" SWIVEL TEE
w/TB & 6" GV (S)
N:135591.15
E:207360.78
STREET A
STREET C
STREET C
STREET C
STREET D
ALLEY 1
ALLEY 3
ALLEY 4
ALLEY 4
ALLEY 8
ALLEY 5
ALLEY 6
ALLEY 7
ALLEY 9
ALLEY 9
INLET (2)
IRRIGATION MANHOLE JUNCTION
(SEE WATERFIELD 3RD FILING
FOR ADDITIONAL INFORMATION)
ADJUST RIM TO CURRENT GRADES
IRRIGATION
MANHOLE
(TIE TO EXISTING)
IRRIGATION LINE
SEE WATERFIELD
SUBDIVISION 3RD FILING
ALLEY 8
8''X" TEE w/TB
& 2-8" GV(E,S)
N:135591.92
E:207317.79
36' -
57' ROW
36' -
57' ROW
16'
TRACT
30'
TRACT
30'
TRACT
16'
TRACT
30' -
51' ROW
65' -
130' ROW
30'
TRACT
30'
TRACT
20'
TRACT
10'
SEPERATION
MIN. (TYP)
10'
SEPERATION
MIN. (TYP)
36' - 60' ROW
10'
SEPERATION
MIN. (TYP)
10'
SEPERATION MIN. (TYP) 10'
SEPERATION
MIN. (TYP)
10'
SEPARATION
MIN. (TYP)
10'
SEPERATION
MIN. (TYP)
10'
SEPARATION
MIN. (TYP)
30'
TRACT
10'
SEPERATION
MIN. (TYP)
30'
TRACT
50' PUBLIC ACCESS
AND TRAIL EASEMENT
57' ROW
41'
PUBLIC ACCESS
AND TRAIL EASEMENT
8''x8'' TEE w/TB
& 2-8" GV (N,E)
N:135747.46
E:207707.14
8''x8'' TEE w/TB
& 2-8" GV (S,E)
N:135745.66
E:207807.46
FIRE HYDRANT
ASSEMBLY
N:135559.91
E:207360.22
FIRE HYDRANT
ASSEMBLY
& 6" GV
w/ REDUCER
N:135750.78
E:207876.26
FIRE HYDRANT
ASSEMBLY
N:135934.81
E:207225.77
8''x6" SWIVEL TEE
w/TB & 6" GV(S)
N:135923.81
E:207225.57 FIRE HYDRANT
ASSEMBLY
N:135917.25
E:207925.37
8''x6" SWIVEL TEE
w/TB & 6" GV(N)
N:135904.26
E:207925.13
12''x8'' TEE w/TB
& 1-8" GV(N)
1-12" BFV(E)
N:135326.78
E:207313.03
TIE IN TO EXISTING CITY
OF FORT COLLINS
LIGHT & POWER ELECTRIC
N:135724.95
E:207938.62
CONTRACTOR TO INSTALL
1° DEFLECTION AT PIPE
JOINTS (SEE NOTE 9).
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
15' UTILITY EASEMENT
8' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
8' UTILITY EASEMENT
8' UTILITY EASEMENT
8' UTILITY EASEMENT
8' UTILITY EASEMENT
SAN LINE B2
SEE SHEET C2.18-C2.19
SAN LINE B2-3
SEE SHEET C2.22
SAN LINE B2-4
SEE SHEET C2.22 SAN LINE B2-5
SEE SHEET C2.22
SAN LINE B2-2
SEE SHEET C2.21
FIRE HYDRANT
ASSEMBLY
N:135728.34
E:207435.25
FIRE HYDRANT
ASSEMBLY
N:135731.71
E:207247.28
FIRE HYDRANT
ASSEMBLY
N:135725.34
E:207602.56
6''x6'' TEE w/TB
& 1-6" GV (E)
N:135731.84
E:207239.78
6''x6'' TEE w/TB
& 1-6" GV (E)
N:135728.47
E:207427.75
6''x6'' TEE w/TB
& 1-6" GV (E)
N:135725.47
E:207595.06
8''x8'' TEE w/TB
& 2-8" GV (S,E)
N:135589.19
E:207469.88
8''x6'' TEE w/TB
& 1-6" GV (N)
1-8" GV (E)
N:135586.99
E:207592.58
11.25° BEND w/TB
N:135909.13
E:207653.23
11.25° BEND w/TB
N:135916.76
E:207618.17
90° BEND w/TB
N:136048.94
E:207814.22
45° BEND w/TB
N:135592.20
E:207704.35
45° BEND w/TB
N:135585.12
E:207697.01
22.5° BEND w/TB
N:135464.69
E:207683.84
22.5° BEND w/TB
N:135527.13
E:207781.00
22.5° BEND w/TB
N:135581.11
E:207804.51
22.5° BEND w/TB
N:135486.25
E:207738.63
45° BEND w/TB
N:135744.71
E:207860.71
45° BEND w/TB
N:135750.94
E:207867.17
45° BEND w/TB
N:135486.11
E:207468.14
45° BEND w/TB
N:135468.25
E:207485.40
STORM DRAIN F
SEE SHEET C2.44
STORM DRAIN F4
SEE SHEET C2.45
STORM DRAIN F4-1 WEST
SEE SHEET C2.45
STORM DRAIN F4-1 EAST
SEE SHEET C2.45
LOT 13
LOT 15
LOT 16
LOT 3
LOT 1
LOT 4 LOT 5
LOT 13
LOT 7 LOT 8
LOT 10
LOT 11
LOT 14
LOT 12
LOT 9
LOT 20
LOT 21
LOT 19
LOT 25
LOT 15 LOT 17 LOT 18
LOT 33
LOT 31
LOT 26
LOT 13
LOT 36
LOT 39
LOT 37
LOT 32 LOT 27
LOT 28
LOT 40 LOT 39 LOT 38 LOT 37
LOT 33
LOT 14 LOT 2
LOT 38
LOT 25
LOT 6
TRACT JJ
UDA&EAE
LOT 23
LOT 22
LOT 26
LOT 24
LOT 17
LOT 23
LOT 16
LOT 35
TRACT V
UD&AE
TRACT T
U&DE LOT 22
LOT 5
LOT 30
LOT 21
LOT 29
LOT 20
TRACT S
LOT 19
LOT 24
LOT 18
TRACT KK
UDA&EAE
LOT 6
LOT 15
LOT 34
TRACT SS
PAE
TRACT TT
PAE
TRACT R
U&DE
LOT 10
LOT 14
LOT 11
LOT 8 LOT 9
LOT 7
LOT 12
TRACT LL
UDA&EAE
LOT 34
LOT 28
LOT 22 LOT 21 LOT 20
LOT 19
LOT 25
LOT 24 LOT 23
LOT 26
LOT 27
LOT 32
TRACT W
UD&AE
LOT 29
LOT 30
LOT 31
LOT 30
LOT 29 LOT 28
LOT 27
BLOCK 11
BLOCK 9
BLOCK 9
BLOCK 10
BLOCK 12
8''x8'' CROSS w/TB
& 3-8" GV (N,E,S)
N:135908.11
E:207710.02
TEMP FIRE HYDRANT
ASSEMBLY
N:135898.95
E:208026.46
BLOCK 9
BLOCK 10
BLOCK 8
SUNIGA WATERLINE
SEE SHEET C2.31-C2.33
KEYMAP
R
R
SUNIGA DRIVE
N SUMMITVIEW DR
Sheet
WATERFIELD FOURTH FILING These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 152
C2.04
UTILITY PLAN
17
MATCHLINE-SEE SHEET C2.03
E
LEGEND:
UD
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
EDGE OF GRAVEL
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM INLET
PROPOSED STORM SEWER
PROPOSED UNDERDRAIN
PROPOSED RIGHT OF WAY
EXISTING SANITARY SEWER SS
PROPOSED SANITARY SERVICE
EXISTING WATER LINE W
PROPOSED ELECTRIC MAIN
PROPOSED WATER SERVICE
PROPOSED 8" WATER LINE 8" W
ELEC
H
Y
D
F
E
S
PROPOSED FIRE HYDRANT
EXISITNG ELECTRIC BOX
EXISTING FIRE HYDRANT
EXISTING FES
EXISTING WATER VALVE
WV
PROPOSED BUTTERFLY VALVE
PROPOSED WATER VALVE
EXISTING STORM SEWER ST
PROPOSED GAS MAIN G
PROPOSED SANITARY SEWER
W
PROPOSED 12" WATER LINE 12" W
S
PROPOSED PIPE DEFLECTION W
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE
RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER
SURVEY INFORMATION.
3. ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY
WATER DISTRICT (ELCO) STANDARD CONSTRUCTION SPECIFICATIONS,
LATEST EDITION.
4. ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITARY SEWER
DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
5. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED
AND ARE NOT TO SCALE.
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. WATER SERVICE LINES TO PROPERTIES ON THE SOUTH SIDE OF STREET D
BETWEEN MERGANSER DRIVE AND STREET C SHALL BE INSTALLED IN A 2"
DIAMETER HDPE SLEEVE.
9. CONTRACTOR TO VERIFY MAX DEFLECTION WITH MANUFACTURE PRIOR TO
INSTALLATION.
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
C2.01
C2.02
C2.03 C2.04
C2.05 C2.06
MATCHLINE-SEE SHEET C2.02
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN APPROVAL
8" W
8" W 8" W
8" W
8" W
8" W
8" W
8" W 8" W 8" W 8" W 8" W
8" W
8" W 8" W 8" W
8" W 8" W
W
W
W
S S
S
S
S
S
S S
S
S
S S
S
S
S
S S S
S S
S
S
S S
S
S
S
S S
S
S
S
S
S
S
S
S S S
S
S
S
S
S
S
S
S
S
S
S
S
W
W W W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
S
S S
S
S
S
S
S
S
S
S
S
S
S
S S
S S
S
S
S S
S
S
S
S
S
S
S S
S
S
S
S
S
S
S
S
S S
S
S
S
S
S
E E
E
E
E
E
E
E
E
E
E E
E E
E
E
G G
G
G G
G G
G
G G
G
G G
G
G
E
E E
G G G
G
E
E
E
E E
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 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
G
G G
E E
E
E
E
E
E
E E E
E
E
E
E
G
G
G
G
G
G
G
G
G G
G
G
G
G
E
E
E
E
G
G G
G
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
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
E
E E
E
E
E
E E
E
E
E E
E
E
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
E
E
E
E
E
E
E
E
E E E E
E
E E E
E
G G G
G G
E
E E
E
E
E
E
E
E
E
E
E
E
E E E
G G
G
G
G
G
G
G
G
G
G
G
G
G
E
E
E
E
E
E
E
E
E
E
G
G
G
G
G
G
G
G
G
E E
E
E E
G G G G G
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 E
E
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
G
E
E E
E
E
G
G G G G
E E
G
G
E
E E E
E
E
E
E E E
E
E E E
E
E E E
E
G
G
G G
G G
G
G
G G
G G
G
G
G G
G G
G G
G
E
UD
UD
UD UD
UD
UD UD
UD
UD UD UD
UD
UD UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD UD
UD
UD
UD
UD
UD
UD UD
UD
UD UD
UD
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 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
12" W
12" W 12" W
12" W 12" W 12" W
12" W
8" W
8" W
8" W 8" W 8" W 8" W 8" W
8" W 8" W
8" W
8" W
8" W
8" W
8" W
W
W
W
S
W
W
W
W
W
W
W
W
W
W
W
W
W W W
W
S
W
W
W
W
S
W W
W
8" SS
8" SS
8" SS
8" SS
8" SS
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
W
W
ELEC
ELEC
E
GAS T
VAULT
ELEC
STREET B
STREET D
MERGANSER DR.
ALLEY 2
ALLEY 1
ALLEY 8 ALLEY 8
ALLEY 9
7
5' ROW
18' -
SUNIGA ROAD
FIRE HYDRANT
ASSEMBLY
N:135417.23
E:206816.81
FES
INLET
INLET
FES (3)
INLET
INLET
FES (3)
RIP-RAP (TYP.)
30'
TRACT
TRANSFORMER
18' -
30'
TRACT
30'
TRACT
30'
TRACT
65' -
115' ROW
36' -
57' ROW
20'
TRACT
36' -
57' ROW
16'
TRACT
20'
TRACT
10'
SEPERATION
MIN. (TYP)
20'
TRACT
10'
SEPERATION
MIN. (TYP)
10'
SEPERATION
MIN. (TYP)
10'
SEPERATION
MIN. (TYP)
10'
SEPARATION
MIN. (TYP)
30'
TRACT
10'
SEPERATION
MIN. (TYP)
5'
SEPERATION
MIN. (TYP)
57' ROW
36' -
& 2-8" GV (N,E)
N:136090.30
E:206823.05
8''X8" CROSS w/TB
& 3-8" GV (N,E,W)
N:135879.34
E:206932.19
8''X8" TEE w/TB
& 2-8" GV (S,W)
N:136001.62
E:206868.93
8''X12" CROSS w/TB
& 1-12" BFV (N)
2-8" GV (E,W)
N:135872.81
E:206619.94
8''X12" CROSS w/TB
& 2-12" GV (N,S)
2-8" GV (E,W)
N:135592.73
E:206764.83
8''x6" SWIVEL TEE
w/TB & 6" GV (E)
N:135747.80
E:207000.24
FIRE HYDRANT
ASSEMBLY
N:135752.91
E:207010.26
FIRE HYDRANT
ASSEMBLY
N:135463.31
E:206665.91
8" TO 6" REDUCER
w/ 6" GV
N:135468.68
E:206663.13
12''x8'' TEE w/TB
& 1-12" BFV (N)
1-8" GV (E)
N:135750.53
E:206683.20
FIRE HYDRANT
ASSEMBLY
N:135929.51
E:206457.68
8" TO 6" REDUCER
w/ 6" GV
N:135934.77
E:206454.96
8" TO 6" REDUCER
w/ 6" GV
N:135743.97
E:206520.71
FIRE HYDRANT
ASSEMBLY
N:135739.38
E:206523.08
11.25° BEND w/TB
N:136030.33
E:206490.43
8''X8" TEE w/TB
N:135995.60
E:206423.49
CONTRACTOR TO INSTALL
2° DEFLECTION AT PIPE
JOINTS (SEE NOTE 9).
8' UTILITY EASEMENT
15' UTILITY EASEMENT
15' UTILITY EASEMENT
15' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
8' UTILITY EASEMENT
8' UTILITY EASEMENT
8' UTILITY EASEMENT
8' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
8' UTILITY EASEMENT
8' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
8' UTILITY EASEMENT
9' UTILITY EASEMENT
8' UTILITY EASEMENT
8' UTILITY EASEMENT
SAN LINE B2
SEE SHEET C2.18-C2.19
SAN LINE B2-1
SEE SHEET C2.20
SAN LINE B5 EAST
SEE SHEET C2.23
SAN LINE B5 WEST
SEE SHEET C2.23
SAN LINE B5 W1
SEE SHEET C2.23
SAN LINE B
SEE SHEET C2.16-C2.17
RIP-RAP (TYP.)
MERGANSER WATERLINE
SEE SHEET C2.34-C2.36
FIRE HYDRANT
ASSEMBLY
N:135727.77
E:206658.02
22.5° BEND w/TB
N:135641.94
E:207055.00
11.25° BEND w/TB
N:135618.44
E:207082.87
22.5° BEND w/TB
N:135601.28
E:207113.95
11.25° BEND w/TB
N:135926.15
E:207094.42
11.25° BEND w/TB
N:135910.99
E:207009.34
90° BEND w/TB
N:135805.11
E:206489.08
90° BEND w/TB
N:135525.04
E:206633.97
STORM DRAIN L
SEE SHEET C2.38
STORM DRAIN D
SEE SHEET C2.43
STORM DRAIN I
SEE SHEET C2.43
STORM DRAIN H
SEE SHEET C2.43
STORM DRAIN J
SEE SHEET C2.43
STORM DRAIN E
SEE SHEET C2.46
STORM DRAIN M
SEE SHEET C2.37
RIP-RAP (TYP.)
LOT 38
LOT 45
LOT 44
LOT 43
LOT 40
LOT 41
LOT 25
LOT 19
LOT 6
LOT 5
LOT 4
LOT 1
LOT 2
LOT 23 LOT 22
LOT 24
LOT 7
LOT 8
LOT 9
LOT 12
LOT 18
LOT 21
LOT 20
TRACT Q
U&DE
LOT 36
LOT 39
LOT 37
LOT 16
LOT 17
LOT 35
LOT 33
LOT 23
LOT 18
LOT 14
LOT 30
LOT 31
LOT 36
LOT 39
LOT 31
TRACT DD
UDA&EAE
LOT 37
LOT 42
LOT 63
LOT 32
TRACT P
U&DE
LOT 3
LOT 10
TRACT II
UDA&EAE
LOT 38
TRACT U
U&DE
LOT 3 LOT 4 LOT 5
LOT 2
LOT 1
LOT 6
TRACT QQ
PAE
LOT 24
LOT 39
LOT 29
LOT 30
LOT 28
LOT 32
LOT 27
LOT 34
LOT 25
LOT 11
LOT 1
LOT 40
LOT 37 LOT 35 LOT 34
LOT 41
LOT 38 LOT 36
TRACT CC
UDA&EAE
LOT 11
LOT 1
LOT 12
LOT 10
LOT 6
LOT 9
LOT 8
LOT 7
LOT 5
LOT 4
LOT 24
LOT 22
LOT 13
LOT 15
LOT 17
LOT 19
LOT 20
LOT 16
LOT 21
LOT 70
LOT 33
LOT 26
BLOCK 5
BLOCK 5
BLOCK 5
BLOCK 8
BLOCK 10
LOT 19
LOT 20
LOT 22 LOT 23
LOT 18
LOT 17
LOT 16
LOT 15
BLOCK 3 LOT 21
SUNIGA WATERLINE
SEE SHEET C2.31-C2.33
KEYMAP
R
R
SUNIGA DRIVE
N SUMMITVIEW DR
Sheet
WATERFIELD FOURTH FILING These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 152
C2.03
UTILITY PLAN
16
MATCHLINE-SEE SHEET C2.01
E
LEGEND:
UD
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
EDGE OF GRAVEL
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM INLET
PROPOSED STORM SEWER
PROPOSED UNDERDRAIN
PROPOSED RIGHT OF WAY
EXISTING SANITARY SEWER SS
PROPOSED SANITARY SERVICE
EXISTING WATER LINE W
PROPOSED ELECTRIC MAIN
PROPOSED WATER SERVICE
PROPOSED 8" WATER LINE 8" W
ELEC
H
Y
D
F
E
S
PROPOSED FIRE HYDRANT
EXISITNG ELECTRIC BOX
EXISTING FIRE HYDRANT
EXISTING FES
EXISTING WATER VALVE
WV
PROPOSED BUTTERFLY VALVE
PROPOSED WATER VALVE
EXISTING STORM SEWER ST
PROPOSED GAS MAIN G
PROPOSED SANITARY SEWER
W
PROPOSED 12" WATER LINE 12" W
S
PROPOSED PIPE DEFLECTION W
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE
RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER
SURVEY INFORMATION.
3. ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY
WATER DISTRICT (ELCO) STANDARD CONSTRUCTION SPECIFICATIONS,
LATEST EDITION.
4. ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITARY SEWER
DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
5. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED
AND ARE NOT TO SCALE.
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. WATER SERVICE LINES TO PROPERTIES ON THE SOUTH SIDE OF STREET D
BETWEEN MERGANSER DRIVE AND STREET C SHALL BE INSTALLED IN A 2"
DIAMETER HDPE SLEEVE.
9. CONTRACTOR TO VERIFY MAX DEFLECTION WITH MANUFACTURE PRIOR TO
INSTALLATION.
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
MATCHLINE-SEE SHEET C2.02
MATCHLINE-SEE SHEET C2.05 MATCHLINE-SEE SHEET C2.06
MATCHLINE-SEE SHEET C2.03
C2.01
C2.02
C2.03 C2.04
C2.05 C2.06
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN APPROVAL
E
E
E
E
E
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 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
E
E
E
E
G
G
G
G
G
G G
G
G G
G
G G
G
G G
G
G
G
E E
E
E
E
E
E E E E
E
E
E
E
E
E
E
G G
G G G
G G G
G
G G G
G
G
G
G
E
E
E
E
E
E
E
E
E
E
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
E E E
E
E
E E 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 UD
UD UD
UD UD UD
UD
8" W 8" W 8" W 8" W
8" W
8" W
8" W
8" W
8" W
8" W 8" W 8" W
8" W
8" W 8" W
8" SS
8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS
8" SS
8" SS 8" SS 8" SS
8" SS 8" SS
8" SS
8" SS 8" SS 8" SS
8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS
8" SS
8" W
8" W
8" W 8" W 8" W 8" W
8" W
8" W
8" W 8" W 8" W
8" SS
8" SS
8" SS
8" SS 8" SS
W
W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W
W
W
S S S
S S S
W W
W W
W W W
W
W W W
W
S S S S S
S
S S
W
W
W
W
S S
S S
W W
W W
S
S
S
S
W W
W W
S S
W W
S S
S
S S
W W
S
S
W W
S
S
W
S
W W
S
S
W W
S S
W W
S S
W
S
V
AULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
H2O
WV
WV
WV
X
X
X
X
X X
X
X
X X X
W
W
W W W
W
W
W
H
2O
STREET C
ALLEY 9
ALLEY 9
ALLEY 10
ALLEY 10
ALLEY 11
HEADGATE CONNECTION
FOR EXISTING IRRIGATION
CANAL RE-ROUTE
IRRIGATION
LINE
36' -
57' ROW
30'
TRACT
10'
SEPERATION
MIN. (TYP)
10'
SEPERATION
MIN. (TYP)
50' PUBLIC ACCESS
AND TRAIL EASEMENT
50' PUBLIC ACCESS
AND TRAIL EASEMENT
8''x8'' TEE w/TB
& 3-8" GV (N,E,S)
N:136050.76
E:207712.58
8''x6" SWIVEL TEE
w/TB & 6" GV (S)
N:136156.41
E:207658.70
FIRE HYDRANT
ASSEMBLY
N:136175.20
E:207659.03
FIRE HYDRANT
ASSEMBLY
N:136247.82
8" GV E:207449.89
N:136162.17
E:207337.68
8'' GV
N:136265.60
E:207016.48
8''x6" SWIVEL TEE
w/TB & 6" GV (N)
1-8" GV (W)
N:136257.82
E:207450.07
11.25° BEND w/TB
N:136168.00
E:207012.89
2° PIPE JOINT
DEFLECTION
8' UTILITY EASEMENT
8' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
8' UTILITY EASEMENT
9' UTILITY EASEMENT
8' UTILITY EASEMENT
8' UTILITY EASEMENT
SAN LINE B2
SEE SHEET C2.18-C2.19
IRRIGATION MANHOLE
(SEE WATERFIELD 3RD FILING
FOR ADDITIONAL INFORMATION)
ADJUST RIM TO CURRENT GRADES
90° BEND w/TB
N:136048.94
E:207814.22
22.5° BEND w/TB
N:136143.10
E:207815.91
22.5° BEND w/TB
N:136193.07
E:207796.25
22.5° BEND w/TB
N:136231.73
E:207758.96
22.5° BEND w/TB
N:136253.16
E:207709.72
11.25° BEND w/TB
N:136266.04
E:206992.27
45° BEND w/TB
N:136155.80
E:207692.81
45° BEND w/TB
N:136133.76
E:207714.07
LOT 20
LOT 26
LOT 59 LOT 57 LOT 55 LOT 54
LOT 58 LOT 56
LOT 50 LOT 49 LOT 48
LOT 51 LOT 46
LOT 15
LOT 16 LOT 17
LOT 13 LOT 14
LOT 19 LOT 21 LOT 22 LOT 23
LOT 24
LOT 27
LOT 25
LOT 29
LOT 34
LOT 30
LOT 36
LOT 35
LOT 32
LOT 33
LOT 53
LOT 47
LOT 60 LOT 45
LOT 9 LOT 10 LOT 11 LOT 12
LOT 81
LOT 43
LOT 44
LOT 42
LOT 18
TRACT LL
UDA&EAE
LOT 4 LOT 5 LOT 6 LOT 7 LOT 8
LOT 10
LOT 12 LOT 13 LOT 14 LOT 15
LOT 16 LOT 17
LOT 18
LOT 9
BLOCK 12
BLOCK 12
BLOCK 12
BLOCK 12
BLOCK 11
KEYMAP
R
R
SUNIGA DRIVE
N SUMMITVIEW DR
Sheet
WATERFIELD FOURTH FILING These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 152
C2.02
UTILITY PLAN
15
MATCHLINE-SEE SHEET C2.03 MATCHLINE-SEE SHEET C2.04
MATCHLINE-SEE SHEET C2.01
E
LEGEND:
UD
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
EDGE OF GRAVEL
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM INLET
PROPOSED STORM SEWER
PROPOSED UNDERDRAIN
PROPOSED RIGHT OF WAY
EXISTING SANITARY SEWER SS
PROPOSED SANITARY SERVICE
EXISTING WATER LINE W
PROPOSED ELECTRIC MAIN
PROPOSED WATER SERVICE
PROPOSED 8" WATER LINE 8" W
ELEC
H
Y
D
F
E
S
PROPOSED FIRE HYDRANT
EXISITNG ELECTRIC BOX
EXISTING FIRE HYDRANT
EXISTING FES
EXISTING WATER VALVE
WV
PROPOSED BUTTERFLY VALVE
PROPOSED WATER VALVE
EXISTING STORM SEWER ST
PROPOSED GAS MAIN G
PROPOSED SANITARY SEWER
W
PROPOSED 12" WATER LINE 12" W
S
PROPOSED PIPE DEFLECTION W
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE
RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER
SURVEY INFORMATION.
3. ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY
WATER DISTRICT (ELCO) STANDARD CONSTRUCTION SPECIFICATIONS,
LATEST EDITION.
4. ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITARY SEWER
DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
5. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED
AND ARE NOT TO SCALE.
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. WATER SERVICE LINES TO PROPERTIES ON THE SOUTH SIDE OF STREET D
BETWEEN MERGANSER DRIVE AND STREET C SHALL BE INSTALLED IN A 2"
DIAMETER HDPE SLEEVE.
9. CONTRACTOR TO VERIFY MAX DEFLECTION WITH MANUFACTURE PRIOR TO
INSTALLATION.
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
C2.01
C2.02
C2.03 C2.04
C2.05 C2.06
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN APPROVAL
W
W
W
W
W
W
W
S
S
S S
S S
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
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
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
E
E
E
G
G
G
G
G
G
G
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 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
E
E
E
E
G
G
G
G
G
G
E
G G
G
E
E
E
E
E
G
G
G
G
E
E
E E E
G G
G
E
E
E
E
E E
E
E
G G G G G
E
E E
E
E
G G G G G
E E E
E
E
E
E E E E E
E
G G G
G
G G
G
G
G G
G
E
E
E
E
E
E
E
E
E
E
G
G
G G
G
G G
G G
E
E E E E
G G
G
G
G
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 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
E
E
E
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
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
G G
G
G G
G
G
G
UD
UD
UD
UD
UD UD
UD
UD
UD UD UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD UD UD UD UD UD
8" W
8" W
8" W
8" W 8" W
8" W
8" W
8" W
8" W 8" W
8" W
8" W
8" W
8" W 8" W 8" W
8" W 8" W 8" W
8" W
8" W 8" W
8" W
8" W
8" W
8" W
8" W
8" W
UD
UD UD
UD
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
12" W
12" W
8" SS
8" SS
8" SS 8" SS
8" SS
8" SS
8" SS
8" W
8" W
8" W
8" W
8" W
W
W
W
S
S
W
W
S
S
W
W
W W
W W W
W
W W
W
W
W W
S S
W W
S S
W
W
S S
W W
S
S
W W
S
S
W
W
S
S
S
W
S
W
W
W W
S
S
W W
S
S
W W
S S
W W
S S
W W
S
S
W
W
S
S
W
S
W
W
W
S
S
S
S S
S
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
WV
H2O
TEST
STA
H2O H2O
WV
W
W
W
W W W
W W
W
W
W
W
W
W
W
W W
W
W
W
W W
W
W
W W
W
W
W W
W W W W
W
W W
W W
W
W
W
W
W
STREET B
STREET B
MERGANSER DR.
STREET F
STREET F
ALLEY 12
ALLEY 13
ALLEY 13
INLET (2)
STORM DRAIN
INLET
ALLEY 14
30' -
53' ROW
36' -
57' ROW
36' -
16'
TRACT
16'
TRACT
30'
TRACT
36' -
36' -
57' ROW
16'
TRACT
10'
SEPERATION
MIN. (TYP)
10'
SEPERATION
MIN. (TYP)
10'
SEPERATION
MIN. (TYP)
10'
SEPARATION
MIN. (TYP)
10'
SEPERATION
MIN. (TYP)
50' PUBLIC ACCESS
AND TRAIL EASEMENT
SEE DETAIL W-2
ON THIS SHEET
12''x8'' TEE w/TB
& 1-8" GV (N)
1-12" BFV (W)
N:136224.52
E:206471.43
8''x8'' TEE w/TB
& 2-8" GV (N,E)
N:136308.14
E:206472.93
8''x8'' TEE w/TB
& 2-8" GV (N,W)
N:136303.11
E:206753.22
8''x8'' TEE w/TB
& 2-8" GV (N,W)
N:136172.44
E:206780.56
8''x8'' TEE w/TB
& 2-8" GV (N,E)
N:136090.30
E:206823.05
8''X8" TEE w/TB
& 2-8" GV (S,W)
N:136001.62
E:206868.93
CONNECT TO EXISTING 24" D.I.P.
ELCO WATER MAIN WITH 24"x12"
TAPPING SADDLE
1-12" BFV (S)
N:136765.56
E:206279.69
FIRE HYDRANT
ASSEMBLY
N:136256.74
E:206315.67
FIRE HYDRANT
ASSEMBLY
N:136672.18
E:206504.50
8''x6" SWIVEL TEE
w/TB & 6" GV (E)
N:136676.96
E:206493.78
8''x6" SWIVEL TEE
w/TB & 6" GV
N:136119.45
E:206807.97
FIRE HYDRANT
ASSEMBLY
N:136124.62
E:206817.97
FIRE HYDRANT
ASSEMBLY
N:136074.27
E:206528.39
22.50° BEND w/TB
N:136573.29
E:206724.68
90° BEND w/TB
& 1-8" GV (E)
N:136714.98
E:206510.75
11.25° BEND w/TB
N:136438.84
E:206755.65
22.50° BEND w/TB
N:136645.95
E:206665.41
SEE DETAIL W-1
ON THIS SHEET
11.25° BEND w/TB
N:136030.33
E:206490.43
8''X8" TEE w/TB
N:135995.60
E:206423.49
2° PIPE JOINT
DEFLECTION
SEE DETAIL W-3
ON THIS SHEET
SEE DETAIL W-3
ON THIS SHEET
30'
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
8' UTILITY EASEMENT
8' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
8' UTILITY EASEMENT
8' UTILITY EASEMENT
9' UTILITY EASEMENT
8' UTILITY EASEMENT
8' UTILITY EASEMENT
SAN LINE B
SEE SHEET C2.16-C2.17
22.50° BEND w/TB
N:136643.73
E:206478.95
MERGANSER WATERLINE
SEE SHEET C2.34-C2.36
MERGANSER WATERLINE
SEE SHEET C2.34-C2.36
11.25° BEND w/TB
11.25° BEND w/TB
N:136256.70
E:206940.48
22.5° BEND w/TB
N:136240.19
E:206898.50
22.5° BEND w/TB
N:136225.76
E:206886.33
22.5° BEND w/TB
N:136210.21
E:206881.39
22.5° BEND w/TB
N:136193.96
E:206882.77
INLET
STORM DRAIN J
SEE SHEET C2.43
STORM DRAIN K
SEE SHEET C2.42
STORM DRAIN K8
SEE SHEET C2.42
LOT 62
LOT 41
LOT 35
LOT 40
LOT 38 LOT 37 LOT 36
LOT 12
LOT 18
LOT 7
LOT 8
LOT 9
LOT 4
LOT 20
LOT 2 LOT 19
LOT 16
LOT 3
LOT 5
LOT 17
LOT 6 LOT 15
LOT 9
LOT 7
LOT 2
LOT 4
LOT 3
LOT 1
LOT 6
LOT 8
LOT 10
LOT 15
LOT 14
LOT 16
LOT 11
LOT 21
LOT 18
LOT 23
LOT 20
LOT 17
LOT 19
LOT 22
LOT 25
LOT 24
LOT 26
LOT 28
LOT 33
LOT 30
LOT 31
LOT 31
LOT 27
TRACT O
DE
LOT 13
LOT 5
TRACT FF
UDA&EAE
LOT 34
LOT 32
TRACT P
U&DE
LOT 39
LOT 60
LOT 61
LOT 8 LOT 9 LOT 10
LOT 4
TRACT X
UDA&EAE
LOT 2
LOT 3
LOT 5
LOT 1
LOT 12
LOT 35
LOT 43
LOT 44
LOT 45
LOT 46
LOT 47
LOT 48
LOT 49
LOT 50
LOT 14
LOT 13
LOT 1
LOT 11
TRACT N
U&DE
LOT 10
LOT 42
LOT 32
LOT 34
TRACT GG
UDA&EAE
LOT 1
LOT 2
LOT 3
LOT 4
LOT 38
LOT 33
BLOCK 5 BLOCK 6
BLOCK 7
BLOCK 7
BLOCK 12
BLOCK 7
LOT 7
LOT 6
CONTRACTOR TO INSTALL
2° DEFLECTION AT PIPE
JOINTS (SEE NOTE 9).
LOT 29
8" W
8" W
8" W 8" W
8" SS
8" SS
G
G G
E
E
E E
E
8" W
8" SS
8" SS 8" SS 8" SS 8" SS
8" W 8" W
8" W
8''x8'' TEE w/TB
& 2-8" GV (N,E)
N:136136.69
E:206913.18
11.25° BEND w/TB
N:136151.13
E:206941.24
8" SS
8" SS
8" SS
8" SS
12" SS
12" SS 12" SS 12" SS 12" SS
8" W 8" W 8" W
8" W 8" W
E
E
E E
G
UD
UD
UD UD
UD
UD
12" W
12" W
12" W
12" W
12" W 12" W
8''X12" CROSS w/TB
& 2-12" BFV (N, S)
& 2-8" GV (E, W)
N:136043.64
E:206531.57
11.25° BEND w/TB
N:136040.40
E:206525.32
INSTALL FOSTER ADAPTORS
BETWEEN BEND, GV, AND CROSS
ON WEST SIDE OF CROSS.
E
E
8" W
8" W
8" W
8" W
8" W 8" W
INLET
22.50° BEND w/TB
N:136237.09
E:206747.12 INLET
45° BEND w/TB
N:136257.02
E:206745.42
45° BEND w/TB
N:136265.46
E:206752.54
KEYMAP
R
R
SUNIGA DRIVE
N SUMMITVIEW DR
Sheet
WATERFIELD FOURTH FILING These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 152
C2.01
UTILITY PLAN
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
MATCHLINE-SEE SHEET C2.03
MATCHLINE-SEE SHEET C2.02
14
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
E
LEGEND:
UD
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
EDGE OF GRAVEL
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM INLET
PROPOSED STORM SEWER
PROPOSED UNDERDRAIN
PROPOSED RIGHT OF WAY
EXISTING SANITARY SEWER SS
PROPOSED SANITARY SERVICE
EXISTING WATER LINE W
PROPOSED ELECTRIC MAIN
PROPOSED WATER SERVICE
PROPOSED 8" WATER LINE 8" W
ELEC
H
Y
D
F
E
S
PROPOSED FIRE HYDRANT
EXISITNG ELECTRIC BOX
EXISTING FIRE HYDRANT
EXISTING FES
EXISTING WATER VALVE
WV
PROPOSED BUTTERFLY VALVE
PROPOSED WATER VALVE
EXISTING STORM SEWER ST
PROPOSED GAS MAIN G
PROPOSED SANITARY SEWER
W
PROPOSED 12" WATER LINE 12" W
S
PROPOSED PIPE DEFLECTION W
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE
RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER
SURVEY INFORMATION.
3. ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY
WATER DISTRICT (ELCO) STANDARD CONSTRUCTION SPECIFICATIONS,
LATEST EDITION.
4. ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITARY SEWER
DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
5. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED
AND ARE NOT TO SCALE.
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. WATER SERVICE LINES TO PROPERTIES ON THE SOUTH SIDE OF STREET D
BETWEEN MERGANSER DRIVE AND STREET C SHALL BE INSTALLED IN A 2"
DIAMETER HDPE SLEEVE.
9. CONTRACTOR TO VERIFY MAX DEFLECTION WITH MANUFACTURE PRIOR TO
INSTALLATION.
DETAIL W-1
DETAIL W-3
DETAIL W-2
1" = 10'
1" = 10'
1" = 10'
C2.01
C2.02
C2.03 C2.04
C2.05 C2.06
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN APPROVAL
W
VAULT
ELEC
VAULT
ELEC
WV
WV
WV
ELEC
ELEC
E
GAS T
VAULT
ELEC
VAULT C
ELEC
SS SS
SS
SS
SS
SS
E
X X
X
X X X
X
X X
X X X
X
X X
X
X
OHE OHE OHE OHE OHE
OHE
OHE
OHE OHE
OHE
OHE
OHE
H
Y
D
G
G
G
G G
G
G
G
G
G
G
G
G
G
G
G
G G
W
W
W W W W W
W
W W W
W
W
W W
W
W W
W
W W
W
T
ELE W
GAS
TELE
R R
H2O
WV
WV
WV
H2O
WV WV WV S
W
SS
W
W
IRR IRR
W
W
W
W
W
W
W
W W
W
W W
H
2O
GAS
GAS
H2O
IRR
D D
D
W
W W
W W
W W W W W
W W
W
W W W
W
W W
W
W
W
W W W W
W W
D
W
W
W
V
8" SS 8" SS
8" SS
8" SS
8" SS
8" SS
8" SS 8" SS 8" SS
8" SS 8" SS 8" SS
8" W 8" W 8" W
IRR IRR IRR
IRR
IRR
IRR IRR
IRR
IRR IRR
8" SS
8" SS 8" SS
8" SS
8" SS 8" SS
8" SS
12" SS
12" SS
12" SS
8" SS 8" SS 8" SS
8" SS
8" SS
8" SS
8" SS
8" SS 8" SS
8" SS
8" SS
12" SS
12" SS
12" SS
12" SS 12" SS
8" SS 8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
12" SS
12" SS
8" SS
8" SS 8" SS
8" SS
8" SS
8" W
8" W 8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W 8" W
8" W 8" W 8" W
8" W 8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
E
E
E
E
E
E
E
E
E
G
G
G
G
G
G
G
G
G
E
E E
E E E
E
E
E E
E
G
G
G
G
G
G
G G
G G
E
E
E
G
G
G
E
G
E
E
E
E
G G
G
G
E
G
E
E
E
G
G
G
E
E
G
G
E
E
E
E
G
G
G
G
E
E
E
G
G
G
G
G
G
E
E
G
G
E
E
E
G
G
G
G
E
E
E
G
G
G
E
E
E
G
G
G
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
G G
G
G
E
E
E
E
E
G
G
G
G
E
E
G
G
G G
G
G
G
G
G
G G
G
G
G
G
G
G G
G
E
E
E
E
E
E
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
G
G
G
G
G
G
G
G
G
G
G
G G G
E
E
E
E
E
E
G
G
G
G
G
G
E
E
E
E
G
G
G
G
E
G
E
E
G
G
E
E
G
G
E
E
E
E
E
E
E
E
E
E
E
E
G
G G
G
G
G
G
G G
G
G
E
E
G
E
E
E
E E E
E
E
E
G
G
G
G G
G
G
G
G
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
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
G
G
G
G
G
G
G
G
G
G
G
G G
G
G G
G G
E
E E
E
E
G
G
G G
G
E
E
E
G
G
G
G G G G
E
E
E E E
E
E
E E E
E
G
G
E
E
E
E
G
G
G
G
E
E
G
G
E
G
E
E
E
E
E
E
E E
E
E
E
G
G
G
G
G
G
G G
G
G
G
E
G
E
G
E
E
E
G
G G
E E
G
G
E
G
E E
E
E
E
E
E
E E
E
E
E E
E
E
E
E
E
E
E E
E
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
UD
UD UD
UD
UD
UD
UD UD
UD
UD
UD
UD
UD
UD
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W 8" W 8" W
UD
UD
UD
UD
UD UD
UD
UD
UD
UD
UD
UD
UD UD
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
12" W 12" W
12" W
12" W
12" W 12" W
12" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W 8" W
8" W
8" W
8" W 8" W
8" W
8" W 8" W 8" W
8" SS
8" SS 8" SS 8" SS
8" SS
8" SS
8" SS 8" SS 8" SS
8" W
8" W 8" W
8" W
8" SS
8" SS
8" W
8" SS
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
STREET A
STREET B
STREET B
STREET C
STREET C
STREET D
STREET D
MERGANSER DR.
MERGANSER
DR.
MERGANSER DR.
STREET F
STREET F
ALLEY 2
ALLEY 1
ALLEY 3
ALLEY 4
ALLEY 4
ALLEY 8
ALLEY 8
ALLEY 8
ALLEY 5
ALLEY 6
ALLEY 7
ALLEY 9
ALLEY 9
ALLEY 9
ALLEY 12
ALLEY 10
ALLEY 10
ALLEY 11
ALLEY 13
ALLEY 13
STREET G
STREET H
STREET H
ALLEY 15
ALLEY 15
ALLEY 16
ALLEY 16
ALLEY 16 ALLEY 16
ALLEY 17
ALLEY 18
ALLEY 19
ALLEY 20
ALLEY 21
ALLEY 16
ALLEY 22
ALLEY 23
ALLEY 24
ALLEY 25
PROPOSED FIRE
HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED FIRE
HYDRANT
PROPOSED FIRE
HYDRANT
PROPOSED FIRE
HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED FIRE
HYDRANT
PROPOSED FIRE
HYDRANT
CONNECT TO EXISTING
12" ELCO WATERLINE
PROPOSED 8" SANITARY
SEWER LINE
PROPOSED 8" SANITARY
SEWER LINE
PROPOSED 8" SANITARY
SEWER LINE
PROPOSED 8" SANITARY
SEWER LINE
PROPOSED 8" SANITARY
SEWER LINE
PROPOSED 8" SANITARY
SEWER LINE
PROPOSED 8" SANITARY
SEWER LINE
PROPOSED 12"
SANITARY SEWER LINE
PROPOSED 8" SANITARY
SEWER LINE
PROPOSED 12" SANITARY
SEWER LINE PROPOSED FIRE
HYDRANT
EXISTING FIRE
HYDRANT
K AND M COMPANY
PO BOX 449
FORT COLLINS, CO 80522
PARKER LAND INVESTMENTS LLC
9162 KENWOOD CT
HIGHLANDS RANCH, CO 801263425
WEISS DONALD D/ BEVERLY A
1924 E. VINE DR.
FORT COLLINS, CO 80524
POUDRE SCHOOL DISTRICT
2407 LAPORTE AVE
FORT COLLINS, CO 80521
CITY OF FORT COLLINS
300 LAPORTE AVE
FORT COLLINS, CO 80521
BULL RUN LTD PARTNERSHIP
5575 DTC PKWY STE 250
GREENWOOD VILLAGE, CO 80111
DIVISION SEVEN SYSTEMS
8 GIBBS RD
LARAMIE, WY 80207
OPPIE VERA N
PO BOX 302
LAPORTE, CO 80535
K AND M COMPANY
PO BOX 449
WEISS DONALD D/ BEVERLY A FORT COLLINS, CO 80522
1924 E. VINE DR.
FORT COLLINS, CO 80524
K AND M COMPANY
PO BOX 449
FORT COLLINS, CO 80522
TIMBERVINE FARM
LIMITED PARTNERSHIP
PO BOX 272546
FORT COLLINS, CO 80527
VOICE OF TRUTH TABERNACLE
1132 SAWTOOTH OAK CT
FORT COLLINS, CO 80525
RYK JOE
1506 GLEN HAVEN DR.
FORT COLLINS, CO 80526
HOLTER GEORGE A
3509 S MASON ST
FORT COLLINS, CO 80525
PLOOG BARRY L
PO BOX 967
BOULDER, CO 80306
JONES LEONARD L
& ROMA K
2616 E. VINE DR
FORT COLLINS, CO 80524
MARK WHITE
132 JENNINGS LN
JOHNSTOWN, CO 80534
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED FIRE
HYDRANT
PROPOSED FIRE
HYDRANT
PROPOSED FIRE
HYDRANT
PROPOSED
8" WATER
PROPOSED
12" WATER
PROPOSED
8" WATER
CONNECT TO EXISTING
BOXELDER SEWER LINE
PROPOSED
8" WATER
SUNIGA ROAD
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
CONNECT TO EXISTING
BOXELDER SEWER LINE
N TIMBERLINE ROAD
OLD VINE DRIVE
FUTURE REALIGNED
N TIMBERLINE ROAD
ULTIMATE DISCHARGE
LOCATION
ALLEY 14
PROPOSED
STORM DRAIN
GAS SERVICE (TYP.)
TIE INTO XCEL GAS
TIE INTO CITY
LIGHT AND POWER
ELECTRIC
SERVICE (TYP.)
NATURAL
HABITAT
BUFFER
ZONE
50' PUBLIC ACCESS
AND TRAIL EASEMENT
50' PUBLIC ACCESS
AND TRAIL EASEMENT
CONNECT TO EXISTING
24" ELCO WATERLINE
CONNECT TO EXISTING
14" ELCO WATERLINE
TIE INTO XCEL GAS
KEYMAP
R
R
SUNIGA DRIVE
N SUMMITVIEW DR
Sheet
WATERFIELD FOURTH FILING These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 152
C2.00
OVERALL UTILITY PLAN
13
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NORTH
( IN FEET )
0
1 INCH = 150 FEET
150 150 300 450
C2.01
C2.02
C2.03
C2.04
##### #####
E
LEGEND:
UD
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
EDGE OF GRAVEL
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM INLET
PROPOSED STORM SEWER
PROPOSED UNDERDRAIN
PROPOSED RIGHT OF WAY
EXISTING SANITARY SEWER SS
PROPOSED SANITARY SERVICE
EXISTING WATER LINE W
PROPOSED ELECTRIC MAIN
PROPOSED WATER SERVICE
PROPOSED 8" WATER LINE 8" W
ELEC
H
Y
D
F
E
S
PROPOSED FIRE HYDRANT
EXISITNG ELECTRIC BOX
EXISTING FIRE HYDRANT
EXISTING FES
EXISTING WATER VALVE
WV
PROPOSED BUTTERFLY VALVE
PROPOSED WATER VALVE
EXISTING STORM SEWER ST
PROPOSED GAS MAIN G
PROPOSED SANITARY SEWER
W
PROPOSED 12" WATER LINE 12" W
S
PROPOSED PIPE DEFLECTION W
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE
RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER
SURVEY INFORMATION.
3. ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY
WATER DISTRICT (ELCO) STANDARD CONSTRUCTION SPECIFICATIONS,
LATEST EDITION.
4. ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITARY SEWER
DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
5. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED
AND ARE NOT TO SCALE.
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. WATER SERVICE LINES TO PROPERTIES ON THE SOUTH SIDE OF STREET D
BETWEEN MERGANSER DRIVE AND STREET C SHALL BE INSTALLED IN A 2"
DIAMETER HDPE SLEEVE.
9. CONTRACTOR TO VERIFY MAX DEFLECTION WITH MANUFACTURE PRIOR TO
INSTALLATION.