HomeMy WebLinkAboutCOUNTRY CLUB RESERVE - PDP - PDP170008 - SUBMITTAL DOCUMENTS - ROUND 2 - UTILITY PLANSLOCAL RESIDENTIAL
(53' ROW)
2-LANE ARTERIAL STREET
(78' ROW)
STREET A EAST DOUGLAS ROAD
STREET B
STREET C
STREET D
STREET E
2-LANE ARTERIAL STREET
(72' ROW)
TURNBERRY ROAD
Sheet
of 39
COUNTRY CLUB RESERVE 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
CS1
COVER SHEET
1
CONTACT INFORMATION
PROJECT TEAM:
GAS----------------- Xcel Energy---------------------------------------------------------(970) 225-7828
ELECTRIC-------- City of Fort Collins Light & Power-----------------------------(970) 224-6152
CABLE------------- Comcast-------------------------------------------------------------(970) 567-0245
TELECOM.--------CenturyLink---------------------------------------------------------(970) 490-7501
WATER------------ East Larimer County Water District---------------------------(970) 221-6700
WASTEWATER--Boxelder Sanitation District-------------------------------------(970) 221-6700
STORMWATER- City of Fort Collins Utilities--------------------------------------(970) 221-6700
FIBER OPTICS-- Colorado State University---------------------------------------(970) 491-0187
UTILITY CONTACT LIST: *
UTILITY COMPANY
AUGUST 2017
SHEET INDEX
PRELIMINARY UTILITY PLANS FOR
A TRACT OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 8 NORTH, RANGE 68 WEST OF THE 6TH
P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
COUNTRY CLUB RESERVE
PHONE NUMBER
Bud Curtiss, PE
Northern Engineering Services, Inc.
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
Erik Smith, PLS
Sheet
of 39
COUNTRY CLUB RESERVE 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
CS2
CONSTRUCTION NOTES
GENERAL AND
2
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
GENERAL NOTES
1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer
County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the
specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the Local Entity.
2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise.
3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the Local Entity Engineer. Use
of these plans after the expiration date will require a new review and approval process by the Local Entity prior to commencement of any work
shown in these plans.
4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the Local Entity, as beneficiary of
said engineer’s work, for any errors and omissions contained in these plans, and approval of these plans by the Local Entity Engineer shall not
relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to
hold harmless and indemnify the Local Entity, and its officers and employees, from and against all liabilities, claims, and demands which may arise
from any errors and omissions contained in these plans.
5. All sanitary sewer, storm sewer, and water line construction, as well as power and other “dry” utility installations, shall conform to the Local Entity
standards and specifications current at the date of approval of the plans by the Local Entity Engineer.
6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of
the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The
Developer shall be responsible for unknown underground utilities.
7. The Engineer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning
excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be
located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be
the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans.
8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any
utility crossings required.
9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer
to modify the design. Design modification(s) must be approved by the Local Entity prior to beginning construction.
10. The Developer shall coordinate and cooperate with the Local Entity, and all utility companies involved, to assure that the work is accomplished in a
Sheet
of 39
COUNTRY CLUB RESERVE 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
CS3
CONSTRUCTION NOTES
GENERAL AND
3
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT CONSTRUCTION NOTES
1. Existing Utility Locates: It shall be the responsibility of the Contractor to coordinate field locates of all existing utilities prior to commencement of any
construction. Contractor shall also notify all affected utility companies prior to commencing construction. In the event of damage to any existing
utility, the contractor shall immediately notify the owner of the utility involved and unless authorized in writing by the owner of the subject utility, shall
not attempt to make repairs. The cost of repairs shall be the responsibility of the Contractor.
2. District Owned Easement Pictures: Contractor to provide sequential digital pictures spaced at no more than 300 feet detailing conditions of the
off-site Boxelder Owned Easement Conditions and any structures that could be affected, to the District and the property owner prior to the start of
any off-site work. These pictures shall include all existing fence, ditches, ditch structures, out buildings, water troughs, trees and all other
landscaping. Pictures are to be placed at no more than four (4) pictures on a 11x8 sheet of photo paper inserted into transparent sleeves and
delivered with the drawings of record in a three (3) ring binder.
3. Protection of Property: Contractor shall continuously maintain adequate protection from damage of all public and private property through which the
work is done.
4. Safety: All sewer main installation within the District shall be subject to current (Occupational Safety and Heath Association (OSHA) and the
Colorado Safety Association, (CSA) safety requirements. Contractor shall also comply with any and all requirements and regulations as set forth by
City, County, State and Federal agencies having applicable authority.
5. Start of Construction: No construction shall begin without prior design review of the District. The District shall be notified 48 hours in advance of
starting construction or testing to allow for scheduling.
6. Road Excavation Permits: In event that State, County or City road excavation permit(s) are required, the Contractor is responsible for obtaining all
road permits which may be required.
7. Other Permits: The Contractor shall be responsible for obtaining all permits required for construction.
8. Revisions: No verbal authorization for field revision shall be given. All requests for field revision shall be made in writing accompanied by proposed
change indicated on copy of the approved design drawings. Any field revision approved and installed shall also be accurately documented on the
Drawings of Record.
9. Materials: Plastic Pipe -All gravity sanitary sewer piping shall be Polyvinyl Chloride (PVC) unless otherwise noted on the approved drawings. Pipe
15" and smaller shall conform to ASTM D3034, Type PSM, and SDR 35. Pipe 18" and larger shall conform to ASTM F679. All fittings shall be
(PVC) unless otherwise noted.
10. Pipe Cover: A minimum cover of 3-1/2 feet of cover shall be maintained throughout the sewer line and service line installation.
11. Bedding: All sewer main installation shall include bedding. Bedding shall be ¾" washed rock uniformly graded and compacted. Refer to force main
desgin for force main bedding requirements. Trench shall be excavated to a depth below established grade equal to ¼ of pipe diameter (min. 4").
W
W
W
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W W W
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W W
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W W
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W W W W
W W
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W
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W W
W W
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V
V..P. P.
A
.R.V.
GAS
GAS
X
X
V.P. V.P.
X X
X
X
X X X
G
G
G
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G G
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G G
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G G
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G G G
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V.P.
W
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G G G
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V.P.
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A.R.V.
GAS
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V.P. V.P.
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E E
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V.V.P. P.
A
.R.V.
GAS
X
X
X
X X X X
X
X
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
WV
WV
X
X
X X
X
X X
X
X
X X
X X X
X
X X
X X
M
X
X
X
X X
X
X X
X
X
X
X
X
X
X
UD UD UD
UD UD
UD UD
E E E
E E
E E E
E E E
E
E E
H
Y
D
WV
X
X
X
X
X X
F
E
S
M
F
E
S
T
ELE
X X X
X
LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
STREET B
STREET D
E. DOUGLAS ROAD
STREET E
91.31
91.39
93.23
85.00
85.84
86.25
86.50
V.P.
WV
WWVV
WV
WV
WV
X
F
E
S
M
F
E
S
X
X
X
X
X
X
X
X X X X X X X
X
W
S
O
X
X
X
V.P.
VAULT
CABLE
BOX
CABLE
H2O
X X
GAS GAS
V.P.
GAS
OHE
OHE
OHE OHE OHE OHE
OHE OHE
OHE
OHE
OHE OHE
OHE
OHE
ST
STREET C
TURNBERRY ROAD
E. DOUGLAS ROAD
STREET B
80.77
79.02
87.07
87.02
76.93
79.49
86.47
GAS
X
X
V.P. V.P.
X
X X X X
X
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
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E
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E E E
E
E
E
E E
E
E E E E
E
E
E
E E
E
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E E
E
E
E E
E
X
X X
X X X X X X X
X X X
X
X
UD UD UD
UD
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
X
X X X X
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD
LOD
LOD LOD LOD LOD
LOD LOD
LOD LOD LOD
LOD LOD
LOD
STREET D
X X
X
X X X X
X
G
G
G G
G
G G
G
G G
G
G
G
E
E
E
E
E
E
E
E E E
E
X X X
X
X X X
X X
X X
X
X X X
X
X
X
V
.P.
X X X X
ST
M
GAS
X X
X
X
X
E
OHE
OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE
ST
ST
ST ST
ST
LOD LOD LOD
LOD LOD LOD
LOD LOD LOD
LOD LOD LOD LOD LOD
LOD
LOD LOD
LOD
LOD
LOD
UD
SD
SD
SD
SD
SD
SD
SD SD
SD
SD
SD
SD
SD
SD
SD
SD
SD SD
SD
SD
SD
SD SD SD
SD
SD
SD
SD
SD
UD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
V.P.
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
V.P.
V.P.
A.R.V.
GAS
X
X
X
X X X X
X
X
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
WV
WV
X
X
X X
X
X X
X
X
W W
W
W W
W W
W
W W
W
W
W
W W
E E E
E E
E E E
E E E
E
E E
H
Y
D
WV
X
X
X
X
X X
F
E
S
M
F
E
S
T
ELE
X X X
X
10" W
10" W
10" W
10" W
10" W 10" W
10" W
10" W
10" W
10" W 10" W
10" W
10" W
10" W
10" W 10" W
10" W
10" W
10" W
10" W
10" W 10" W
10" W
LOD LOD
LOD
LOD
LOD
LOD
V.P.
WV
WWVV
WV
WV
WV
X
F
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M
F
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V.P.
VAULT
CABLE
BOX
CABLE
H2O
X X
GAS GAS
V.P.
GAS
10" W
10" W
10" W
10" W
10" W 10" W
10" W
10" W
10" W
10" W 10" W
10" W
10" W
10" W
10" W 10" W
10" W
10" W
W
W
W
W
8" W 8" W
8" 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
GAS
X
X
V.P. V.P.
X
X X X X
X
G
G
G G G
G
G
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G G G G
G
G
G
G
G
G G G
G
G G
G
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G G G
G
G
G G G G
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E E
E
E
E E
E
E
E E E
E
E
E
W W
W W W
W W
W
W
W
W W
W W W
W W W
W W
W
W W W W
W
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
X
X X X X
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
W
W
W W
W
W
W
W W
W
W
W
W
X X
X
X X X X
X
G
G
G G
G
G G
G
G G
G
G
G
E
E
E
E
E
E
E
E E E
E
X X X
X
X X X
X X
X X
X
X X X
X
X
X
V
.P.
X X X X
ST
M
GAS
X X
X
X
X
E
8" W
8" W
8" W 8" W 8" W 8" W
8" W
8" W 8" W 8" W 8" W
49.61 LF 15" PVC @ 0.15%
172.80 LF 15" PVC @ 0.15%
400.00 LF 15" PVC @ 0.15%
400.00 LF 15" PVC @ 0.15% 400.00 LF 15" PVC @ 0.15%
400.00 LF 15" PVC @ 0.15%
400.00 LF 15" PVC @ 0.15%
399.98 LF 15" PVC @ 0.15%
LOD
LOD
LOD
LOD
LOD LOD LOD LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
LOD
WATERS
EDGE
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
EX SSMH
INV. IN=5049.48 (E)
FG=5064.22
SSMH OS9
INV. IN=5049.75 (N)
INV. OUT=5049.55 (W)
FG=5064.01
SSMH OS8
INV. IN=5050.21 (N)
INV. OUT=5050.01 (S)
FG=5064.00
SSMH OS6
INV. IN=5051.81 (N)
INV. OUT=5051.61 (S)
FG=5069.40
SSMH OS5
(CONNECTION POINT FOR WATERS EDGE)
INV. IN=5052.61 (N)
INV. OUT=5052.41 (S)
FG=5070.01
SSMH OS3
INV. IN=5054.21 (N)
INV. OUT=5054.01 (S)
FG=5070.08
SSMH OS2
INV. IN=5055.01 (N)
INV. OUT=5054.81 (S)
E
E
E
E
E E E
M
X
X
X
STREET B
SEE SHEET
R3
E. DOUGLAS RD
SEE SHEET
R9
53' ROW
4.5' SIDEWALK
4.5' SIDEWALK
STREET A
5080
5085
5090
5095
5100
5105
5080
5085
5090
5095
5100
5105
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00
2.20%
4.00%
-2.40%
-2.50%
2.50%
2.00%
0.80%
2.60%
PVI STA = 10+00.00
PVI ELEV = 5085.46
PVI STA = 10+30.00
PVI ELEV = 5084.74
PVI STA = 10+35.00
PVI ELEV = 5084.61
PVI STA = 10+40.00
PVI ELEV = 5084.74
PVI STA = 14+15.09
PVI ELEV = 5090.03
75.0' VC
PVI STA = 13+62.96
PVI ELEV = 5088.88
BCVS: 13+25.46
BVCE: 5088.58
ECVS: 14+00.46
EVCE: 5089.71
A.D. = 1.40
K = 53.57
75.0' VC
5095
5100
5105
5110
5115
5120
5095
5100
5105
5110
5115
5120
16+50 17+00 18+00 19+00 20+00 21+00 22+00 22+50
3.40%
2.50%
3.00%
PVI STA = 17+06.67
PVI ELEV = 5099.52
PVI STA = 22+32.31
PVI ELEV = 5113.50
EVCS: 16+70.36
EVCE: 5098.43
75.0' VC
PVI STA = 18+00.00
PVI ELEV = 5102.70
BVCS: 17+62.50
BVCE: 5101.42
EVCS: 18+37.50
EVCE: 5103.63
A.D. = 0.90
K = 83.24
PROPOSED
GRADE
EXISTING
GROUND
B
STREET E
SEE SHEET
R7
30'
-
4.5' SIDEWALK
30'
-
53' ROW
4.5' SIDEWALK
STREET A
CENTERLINE
STREET A
SCALE : 1" = 40' (H) 1" = 5' (V)
R2
PLAN AND PROFILE
STREET A
22
NORTH
( IN FEET )
5075
5080
5085
5090
5095
5100
5075
5080
5085
5090
5095
5100
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 19+50
-2.00% 2.00%
1.25%
-1.25%
-2.25%
-3.00%
0.60%
PVI STA = 10+00.00
PVI ELEV = 5090.42
PVI STA = 14+06.90
PVI ELEV = 5082.12
140.0' VC
PVI STA = 11+89.91
PVI ELEV = 5084.83
BCVS: 11+19.91
BVCE: 5086.93
ECVS: 12+59.91
EVCE: 5083.96
A.D. = 1.75
K = 80.00
75.0' VC
PVI STA = 14+87.90
PVI ELEV = 5082.98
BVCS: 14+50.40
BVCE: 5082.51
EVCS: 15+25.40
EVCE: 5083.21
A.D. = 0.65
K = 115.08
PROPOSED
GRADE
EXISTING
GROUND
STREET A
SEE SHEET R1
4.5' SIDEWALK
STREET D
SEE SHEET R6
STREET E
SEE SHEET R8
53' ROW 30' -
4.5' SIDEWALK
STREET B
CENTERLINE
STREET B
SCALE : 1" = 40' (H) 1" = 5' (V)
R3
PLAN AND PROFILE
5075
5080
5085
5090
5095
5100
5075
5080
5085
5090
5095
5100
19+50 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00
3.69%
0.60%
2.50%
-3.00%
-2.50%
-1.50%
PVI STA = 26+26.34
PVI ELEV = 5080.86
PVI STA = 25+86.34
PVI ELEV = 5079.75
75.0' VC
HP ELEV = 5086.94
HP STA = 21+60.31
PVI STA = 21+76.43
PVI ELEV = 5087.10
BVCS: 21+38.93
BVCE: 5086.88
EVCS: 22+13.93
EVCE: 5086.54
A.D. = 2.10
K = 35.74
50.0' VC
PVI STA = 25+06.34
PVI ELEV = 5082.15
BVCS: 24+81.34
BVCE: 5082.53
EVCS: 25+31.34
EVCE: 5081.40
A.D. = 1.50
K = 33.33
PROPOSED
GRADE
EXISTING
GROUND
F
E
S
M
F
E
S
X X
E. DOUGLAS RD
SEE SHEET R11
4.5' WALK
STREET C
SEE SHEET
5070
5075
5080
5085
5090
5095
5070
5075
5080
5085
5090
5095
9+50 10+00 11+00 12+00 13+00 14+00 15+00
-2.25%
-1.90%
-1.80%
PVI STA = 10+00.00
PVI ELEV = 5083.39
PVI STA = 12+28.61
PVI ELEV = 5079.00
PROPOSED
GRADE
EXISTING
GROUND
B
STREET B
SEE SHEET
R4
4.5' SIDEWALK
53' ROW 30' -
4.5' SIDEWALK
STREET C
CENTERLINE
STREET C
SCALE : 1" = 40' (H) 1" = 5' (V)
R5
PLAN AND PROFILE
STREET C
25
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
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
Sheet
of 39
COUNTRY CLUB RESERVE These drawings are
instruments of service
5070
5075
5080
5085
5090
5095
5070
5075
5080
5085
5090
5095
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
-2.25%
2.25%
-4.17% 4.17%
-4.17% 4.17%
2.00%
-2.00%
-1.00%
0.60%
-5.00%
PVI STA = 10+00.00
PVI ELEV = 5083.73
PVI STA = 17+41.28
PVI ELEV = 5075.63
PVI STA = 17+61.11
PVI ELEV = 5075.94
120.0' VC
PVI STA = 14+76.16
PVI ELEV = 5079.03
BCVS: 14+16.16
BVCE: 5082.03
ECVS: 15+36.16
EVCE: 5078.43
A.D. = 4.00
K = 30.00
75.0' VC
PVI STA = 11+41.83
PVI ELEV = 5085.86
BVCS: 11+04.33
BVCE: 5085.11
EVCS: 11+79.33
EVCE: 5086.08
A.D. = 1.40
K = 53.57
50.0' VC
PVI STA = 16+66.28
PVI ELEV = 5077.13
BVCS: 16+41.28
BVCE: 5077.38
EVCS: 16+91.28
EVCE: 5076.63
A.D. = 1.00
K = 50.00
168.0' VC
HP ELEV = 5086.47
HP STA = 12+52.46
PVI STA = 13+18.46
PVI ELEV = 5086.92
5080
5085
5090
5095
5100
5105
9+75 10+00 11+00 12+00 13+00 14+00 15+00
-2.25%
-2.65%
-3.05%
-5.00%
PVI STA = 10+00.00
PVI ELEV = 5099.07
PVI STA = 11+33.83
PVI ELEV = 5095.58
BCVS: 14+55.07
BVCE: 5080.98
75.0' VC
PVI STA = 12+08.83
PVI ELEV = 5093.29
BVCS: 11+71.33
BVCE: 5094.44
EVCS: 12+46.33
EVCE: 5091.42
A.D. = 1.95
K = 38.46
PROPOSED
GRADE
EXISTING
GROUND
SD
SD SD
SD
SD
SD
SD
SD
SD
SD SD SD SD SD SD SD SD
SD SD
SD
SD SD
SD
SD
SD
SD
SD
SD
SD
B
STREET A
SEE SHEET
R1
53' ROW
30'
-
4.5' SIDEWALK
4.5' SIDEWALK
STREET E
5070
5070
5075
5080
5085
5090
5095
5070
5075
5080
5085
5090
5095
19+75 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00
2.25%
3.05%
2.65%
0.60%
-0.60%
PVI STA = 26+57.28
PVI ELEV = 5083.35
PVI STA = 27+46.11
PVI ELEV = 5085.65
75.0' VC
LP ELEV = 5074.67
LP STA = 20+41.88
PVI STA = 20+41.88
PVI ELEV = 5074.56
BCVS: 20+04.38
BVCE: 5074.78
ECVS: 20+79.38
EVCE: 5074.78
A.D. = 1.20
K = 62.50
75.0' VC
PVI STA = 24+49.21
PVI ELEV = 5077.00
BCVS: 24+11.71
BVCE: 5076.78
ECVS: 24+86.71
EVCE: 5078.14
A.D. = 2.45
K = 30.61
PROPOSED
GRADE
EXISTING
GROUND
SD
SD
SD
SD
SD
SD
SD
SD
SD SD
SD SD
SD
SD
SD
SD
5085
5090
5095
5100
5105
19+00 20+00 21+00 22+00 23+00 24+00
-2.07%
-2.40%
-2.27%
PVI STA = 20+00.00
PVI ELEV = 5102.20
PVI STA = 22+40.47
PVI ELEV = 5096.75
PVI STA = 23+45.26
PVI ELEV = 5094.57
5085
5090
5095
5100
5105
19+00 20+00 21+00 22+00 23+00 24+00
-2.07%
-2.40%
-2.27%
PVI STA = 20+00.00
PVI ELEV = 5101.43
PVI STA = 22+40.47
PVI ELEV = 5095.98
PVI STA = 23+45.26
PVI ELEV = 5093.81
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
-2.39%
PVI STA = 20+00.00
PVI ELEV = 5102.20
-2.39%
PVI STA = 20+00.00
PVI ELEV = 5102.20
-2.39%
PVI STA = 20+00.00
PVI ELEV = 5101.43
-2.39%
PVI STA = 20+00.00
PVI ELEV = 5101.43
FUTURE GRADE
FUTURE GRADE
F.O.
LOD LOD LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD
LOD
LOD
5075
5080
5085
5090
5095
5075
5080
5085
5090
5095
29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00
-0.43%
-0.14%
-0.32%
-0.29%
-0.08%
-0.41%
-0.27%
PVI STA = 31+82.32
PVI ELEV = 5083.11
PVI STA = 33+87.15
PVI ELEV = 5082.83
PVI STA = 34+97.72
PVI ELEV = 5082.36
PVI STA = 36+02.81
PVI ELEV = 5082.06
PVI STA = 37+07.67
PVI ELEV = 5081.98
PVI STA = 38+12.30
PVI ELEV = 5081.55
ECVS: 30+42.99
EVCE: 5083.55
5075
5080
5085
5090
5095
5075
5080
5085
5090
5095
29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00
-0.50%
0.50%
-0.50%
0.50%
-0.50%
PVI STA = 31+31.93
PVI ELEV = 5081.90
PVI STA = 35+51.62
PVI ELEV = 5080.84
150.0' VC
HP ELEV = 5082.23
HP STA = 32+35.50
PVI STA = 32+35.50
PVI ELEV = 5082.42
BVCS: 31+60.50
BVCE: 5082.04
EVCS: 33+10.50
5065
5070
5075
5080
5085
5065
5070
5075
5080
5085
39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00
5065
5070
5075
5080
5085
5065
5070
5075
5080
5085
39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00
-0.27%
-0.84%
-1.00%
-0.61%
-1.24%
-1.14%
-1.02%
PVI STA = 43+14.83
PVI ELEV = 5078.31
PVI STA = 41+71.80
PVI ELEV = 5079.41
PVI STA = 45+15.76
PVI ELEV = 5075.92
PVI STA = 46+43.69
PVI ELEV = 5074.62
100.0' VC
PVI STA = 40+10.19
PVI ELEV = 5081.03
BVCS: 39+60.19
BVCE: 5081.16
EVCS: 40+60.19
EVCE: 5080.53
A.D. = 0.73
K = 136.31
-1.21%
-0.94%
-1.33%
-0.73%
-0.96%
-0.66%
-1.10%
-0.70%
-0.50%
PVI STA = 40+21.11
PVI ELEV = 5079.60
PVI STA = 41+69.86
PVI ELEV = 5078.63
PVI STA = 42+14.54
5065
5070
5075
5080
5085
5090
5065
5070
5075
5080
5085
5090
13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00
5065
5070
5075
5080
5085
5065
5070
5075
5080
5085
13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00
-0.62%
-0.48%
-0.33%
-0.58%
-0.44%
-0.86%
-1.18%
PVI STA = 15+00.00
PVI ELEV = 5074.61
PVI STA = 16+12.93
PVI ELEV = 5073.50
PVI STA = 17+13.99
PVI ELEV = 5073.01
PVI STA = 19+13.16
PVI ELEV = 5071.77
PVI STA = 20+14.46
PVI ELEV = 5071.43
PVI STA = 21+19.48
PVI ELEV = 5070.82
-0.50% -0.50%
-0.50%
-1.25%
-1.44%
-0.50%
PVI STA = 15+00.00
PVI ELEV = 5074.64
PVI STA = 15+41.98
PVI ELEV = 5074.11
PVI STA = 19+13.16
PVI ELEV = 5071.20
PVI STA = 20+14.46
PVI ELEV = 5070.70
PVI STA = 21+19.48
PVI ELEV = 5070.17
100.0' VC
PVI STA = 16+53.44
5060
5065
5070
5075
5080
5060
5065
5070
5075
5080
22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00
5060
5065
5070
5075
5080
5060
5065
5070
5075
5080
22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00
PVI STA = 23+18.41
PVI ELEV = 5069.86
PVI STA = 24+19.43
PVI ELEV = 5069.49
PVI STA = 25+23.86
PVI ELEV = 5069.30
PVI STA = 28+19.23
PVI ELEV = 5068.60
-0.52%
-0.37%
-0.18%
-0.23% -0.23%
-0.82%
0.50%
0.50%
-0.50%
-0.50%
PVI STA = 22+14.36
PVI ELEV = 5069.70
PVI STA = 23+18.41
PVI ELEV = 5068.84
PVI STA = 24+02.26
PVI ELEV = 5068.42
PVI STA = 24+85.31
PVI ELEV = 5068.84
PVI STA = 27+49.64
PVI ELEV = 5067.52
PVI STA = 28+19.23
PVI ELEV = 5067.87
0.50%
PVI STA = 28+19.23
PVI ELEV = 5067.87
0.50%
PVI STA = 28+19.23
PVI ELEV = 5067.87
0.29%
0.29%
0.75%
SECTION
LINE
19+50
5094
5096
5100
5104
5108
5094
5096
5100
5104
5108
-40 -20 0 20 40
SECTION
LINE
20+00
5090
5092
5096
5100
5104
5108
5090
5092
5096
5100
5104
5108
-40 -20 0 20 40
-2.00%
SECTION
LINE
20+50
5090
5092
5096
5100
5104
5108
5090
5092
5096
5100
5104
5108
-40 -20 0 20 40
-2.00%
SECTION
LINE
21+00
5090
5092
5096
5100
5104
5090
5092
5096
5100
LOD
LOD
LOD
LOD
LOD
E E
E
E
E
X
X X X
X
F
E
S
M
F
E
S
T
ELE
X
X X
X
29+00
29+50
30+00
30+50
31+00
31+50
32+00
32+50
33+00
33+50
34+00
34+50
35+00
35+50
36+00
36+50
37+00
37+50
38+00
38+50
39+00
EAST DOUGLAS ROAD
SECTION
LINE
29+00
5074
5076
5080
5084
5088
5092
5074
5076
5080
5084
5088
F
E
S
M
F
E
S
X
X
X
X
X X X X X X X X X X
X X
X
X
X
X X
X
V.P.
VAULT
CABLE
BOX
CABLE
X X
ST
39+00
39+50
40+00
40+50
41+00
41+50
42+00
42+50
43+00
43+50
44+00
44+50
45+00
45+50
46+00
46+50
47+00
EAST DOUGLAS ROAD
STREET B
SEE SHEET R4
TURNBERRY RD.
SEE SHEET XS5
SECTION
LINE
39+00
5070
5072
5076
5080
5084
5088
5070
5072
5076
5080
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
14+50
5066
5068
5072
5076
5080
5066
5068
5072
5076
5080
-40 -20 0 20 40
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
15+00
5066
5068
5072
5076
5080
5066
5068
5072
5076
5080
-40 -20 0 20 40
1.07%
1.09%1.10%1.10%
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
15+50
5058
5060
5064
5068
5072
5076
5080
5058
5060
5064
5068
5072
5076
5080
-40 -20 0 20 40
0.50%
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
16+00
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
22+00
5058
5060
5064
5068
5072
5076
5058
5060
5064
5068
5072
5076
-40 -20 0 20 40
-2.19%
-2.48%
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
22+50
5058
5060
5064
5068
5072
5076
5058
5060
5064
5068
5072
5076
-40 -20 0 20 40
-2.67%
-1.88%
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
23+00
5058
5060
5064
5068
5072
5076
5058
5060
5064
5068
5072
5076
-40 -20 0 20 40
-3.30%
-2.09%
V.P.
V.P.
V.P.
A.R.V.
GAS
GAS
V.P. V.P.
X
X
X X
X X
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
W
V
WWVV
WV
WV
WV
X
X
X
X
X
V.P.
WV
H
Y
D
WV
WV
X
X
X
X
X
X X X
X
X
X X X
X
X
X X X
G
W
X
X
M
X
X
X
X
F
E
S
M M
F
E
S
F
E
S
M
M
X
T
ELE
F.O.
TELE
F
E
S
F
E
S
M
GAS
VAULT
CABLE
H
Y
D
T
T
V.P.
GAS
V.P.
M
B
F
P
X X
F
E
S
M
F
E
S
TELE
X
F
E
S
M
F
E
S
X
X X X
X
W
S
O
X
X
V.P.
VAULT
CABLE
BOX
CABLE
M
M
H2O
X
V.GAS P.
GAS
OHE OHE
OHE OHE
OHE
OHE OHE
OHE
OHE
OHE OHE OHE OHE
OHE
OHE
B
B
B
B
B
B
B
B
ST
A.V.
LOD
LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD
LOD
LOD
LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
UD
UD
STREET B
STREET C
STREET E
E. DOUGLAS ROAD
STREET A
STREET D
STREET E
STREET A
POND 1
POND 2
POND 3
RAIN GARDEN 1
RAIN GARDEN 2
PROPOSED FES
NATURAL HABITAT
BUFFER ZONE
PROPOSED FES
W/ RESTRICTOR PLATE
SIDEWALK AND
CONCRETE CHASE
SIDEWALK AND
CONCRETE CHASE
PROPOSED FES
EXISTING 24" CMP
PROPOSED FES
2' CONCRETE
PAN
4
2
7
8
5b
3
9b
5b
4 5a
3
2
7
8
10
9b
6
6
1a
1a
10
OS1
OS1
OS2
OS2
5a
1b
1b
9a
9a
PROPOSED
OUTFALL FES
TURNBERRY ROAD
8' CONCRETE
CULVERT
SIDEWALK AND
CONCRETE CHASE
DR1
DRAINAGE EXHIBIT
39
NORTH
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
( IN FEET )
1 inch = ft.
120 0 120 Feet
120
240 360
Sheet
of 39
COUNTRY CLUB RESERVE 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
LEGEND:
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
DESIGN POINT A
OVERLAND FLOW
DRAINAGE BASIN LABEL
DRAINAGE BASIN BOUNDARY
B2
1.45 ac
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
NOTES:
POND SUMMARY TABLE
Pond ID
100-Yr. Detention
Vol. (Ac-Ft)
Water Quality Capture
Volume (Ac-Ft)
Total Req'd Vol.
(Ac-Ft)
Peak Release
(cfs)
Pond 1 2.85 0.56 3.41 6.20
Pond 2 6.36 N/A 6.36 1.00
Pond 3 3.37 N/A 3.37 1.80
DRAINAGE SUMMARY TABLE
DESIGN
POINT
BASIN
ID
TOTAL
AREA
(acres)
C2 C100
Tc
(min)
Q2
(cfs)
Q100
(cfs)
1a 1a 8.90 0.25 0.31 24.8 3.2 14.0
1b 1b 4.61 0.25 0.31 25.3 1.6 7.2
2 2 4.13 0.50 0.63 18.4 3.5 15.3
3 3 4.23 0.50 0.63 15.4 4.0 17.2
4 4 6.88 0.50 0.63 13.0 6.9 30.3
5a 5a 3.00 0.50 0.63 11.3 3.2 13.9
5b 5b 2.75 0.50 0.63 13.5 2.7 11.9
6 6 6.33 0.50 0.63 20.5 5.1 22.2
7 7 14.05 0.50 0.63 19.2 11.6 50.5
8 8 10.20 0.50 0.63 16.4 9.2 40.2
9a 9a 2.47 0.50 0.63 16.3 2.2 9.7
10 10 5.44 0.50 0.63 15.8 5.0 21.8
OS1 OS1 4.06 0.68 0.86 39.1 3.0 13.2
DIRECT FLOW
75% On-Site Treatment by LID Summary Table
Basin (s) LID Treatment Total Basin (s) Area
(Ac.)
Raingarden Req'd Min.
Volume (Cu.-Ft.)
2,3 Raingarden#1 8.36
7 Raingarden#2 14.05
4 Grass Buffer 6.88 N/A
6 Grass Buffer 6.33 N/A
8 Grass Buffer 10.20 N/A
9a Grass Buffer 2.47 N/A
9b Grass Buffer 5.80 N/A
10 Grass Buffer 4.84 N/A
Total Newly Developed Area 66.68 Ac.
Total Newly Developed Area Treated 58.93 Ac.
Percent of Newly Developed Area
Treated 88.38 %
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
23+50
5058
5060
5064
5068
5072
5076
5058
5060
5064
5068
5072
5076
-40 -20 0 20 40
-3.71%
-2.42%
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
24+00
5058
5060
5064
5068
5072
5076
5058
5060
5064
5068
5072
5076
-40 -20 0 20 40
-3.99%
-2.27%
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
24+50
5058
5060
5064
5068
5072
5076
5058
5060
5064
5068
5072
5076
-40 -20 0 20 40
-2.51%
-1.89%
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
25+00
5058
5060
5064
5068
5072
5076
5058
5060
5064
5068
5072
5076
-40 -20 0 20 40
-1.69%
-1.95%
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
25+50
5058
5060
5064
5068
5072
5076
5058
5060
5064
5068
5072
5076
-40 -20 0 20 40
-2.30%
-1.59%
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
26+00
5058
5060
5064
5068
5072
5076
5058
5060
5064
5068
5072
5076
-40 -20 0 20 40
-2.85%
-2.03%
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
26+50
5058
5060
5064
5068
5072
5076
5058
5060
5064
5068
5072
5076
-40 -20 0 20 40
-3.23%
-2.25%
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
27+00
5058
5060
5064
5068
5072
5076
5058
5060
5064
5068
5072
5076
-40 -20 0 20 40
-3.53%
-2.23%
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
27+50
5058
5060
5064
5068
5072
5076
5058
5060
5064
5068
5072
5076
-40 -20 0 20 40
-3.99%
-3.21%
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
28+00
5058
5060
5064
5068
5072
5076
5058
5060
5064
5068
5072
5076
-40 -20 0 20 40
-2.83%
-3.17%
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
28+50
5058
5060
5064
5068
5072
5076
5058
5060
5064
5068
5072
5076
-40 -20 0 20 40
5070.5
5070.46
5070.2
5070.21
5070.0
5069.95
5069.7
5069.74
5069.6
5069.56
5069.4
5069.43
5069.3
5069.34
5069.2
5069.23
5069.1
5069.12
5069.0
5069.00
5068.8
5068.88
5068.7
5068.77
5068.6
5068.65
5068.7
SD
SD
SD
SD SD
SD
SD
SD
SD
SD
SD
SD
X X
X
X
X
X
G
T
X X X X X X
X
ST
M
GAS
T
T
X
X
X
X
X
OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
ST
ST
ST
LOD LOD
21+50
22+00
22+50
23+00
23+50
24+00
24+50
25+00
25+50
26+00
26+50
27+00
27+50
28+00
28+50
TURNBERRY ROAD
Sheet
of 39
COUNTRY CLUB RESERVE 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
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
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
KEYMAP
DOUGLAS RD
TURNBERRY RD
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
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 ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
XS5
ROADWAY CROSS SECTIONS
TURNBERRY ROAD
38
CROSS SECTION PROFILES
TURNBERRY ROAD
XS5
XS4
5062
5064
5068
5072
5076
5080
5062
5064
5068
5072
5076
5080
-40 -20 0 20 40
-0.71%
-3.33%
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
16+50
5062
5064
5068
5072
5076
5080
5062
5064
5068
5072
5076
5080
-40 -20 0 20 40
-2.07%
-3.19%
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
17+00
5062
5064
5068
5072
5076
5080
5062
5064
5068
5072
5076
5080
-40 -20 0 20 40
-2.66%
-3.16%
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
17+50
5062
5064
5068
5072
5076
5080
5062
5064
5068
5072
5076
5080
-40 -20 0 20 40
-2.49%
-2.37%
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
18+00
5062
5064
5068
5072
5076
5080
5062
5064
5068
5072
5076
5080
-40 -20 0 20 40
-2.23%
-2.71%
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
18+50
5062
5064
5068
5072
5076
5080
5062
5064
5068
5072
5076
5080
-40 -20 0 20 40
-1.97%
-2.19%
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
19+00
5062
5064
5068
5072
5076
5080
5062
5064
5068
5072
5076
5080
-40 -20 0 20 40
-1.71%
-1.70%
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
19+50
5062
5064
5068
5072
5076
5062
5064
5068
5072
5076
-40 -20 0 20 40
-1.91%
-1.60%
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
20+00
5062
5064
5068
5072
5076
5062
5064
5068
5072
5076
-40 -20 0 20 40
-2.26%
-2.00%
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
20+50
5058
5060
5064
5068
5072
5076
5058
5060
5064
5068
5072
5076
-40 -20 0 20 40
-2.24%
-2.46%
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
21+00
5054
5056
5060
5064
5068
5072
5076
5054
5056
5060
5064
5068
5072
5076
-40 -20 0 20 40
-2.07%
-2.64%
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
21+50
5058
5060
5064
5068
5072
5076
5058
5060
5064
5068
5072
5076
-40 -20 0 20 40
-2.07%
-1.79%
5074.3
5074.6
5074.61
5074.0
5074.04
5073.6
5073.61
5073.3
5073.32
5073.1
5073.08
5072.8
5072.78
5072.5
5072.47
5072.2
5072.16
5071.8
5071.85
5071.6
5071.64
5071.5
5071.48
5071.2
5071.22
5070.9
5070.93
5070.7
5070.68
SD
SD SD
SD
SD
SD
SD SD
SD
SD
V.P.
X
X
X
X
V.P.
VAULT
CABLE
BOX
CABLE
M
M
X
X
X
GAS GAS
V.P.
GAS
OHE
OHE
OHE OHE OHE
OHE OHE OHE
OHE OHE
OHE
OHE OHE OHE OHE
ST
14+50
15+00
15+50
16+00
16+50
17+00
17+50
18+00
18+50
19+00
19+50
20+00
20+50
21+00
21+50
22+00
22+50
E. DOUGLASS RD.
SEE SHEET XS3
TURNBERRY ROAD
Sheet
of 39
COUNTRY CLUB RESERVE 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
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
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
KEYMAP
DOUGLAS RD
TURNBERRY RD
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
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 ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
XS4
ROADWAY CROSS SECTIONS
TURNBERRY ROAD
37
CROSS SECTION PROFILES
TURNBERRY ROAD
XS5
XS4
5084
5088
-40 -20 0 20 40
-3.14%
SECTION
LINE
39+50
5070
5072
5076
5080
5084
5088
5070
5072
5076
5080
5084
5088
-40 -20 0 20 40
-3.53%
SECTION
LINE
40+00
5070
5072
5076
5080
5084
5088
5070
5072
5076
5080
5084
5088
-40 -20 0 20 40
-3.73%
SECTION
LINE
40+50
5070
5072
5076
5080
5084
5088
5070
5072
5076
5080
5084
5088
-40 -20 0 20 40
-3.52%
SECTION
LINE
41+00
5070
5072
5076
5080
5084
5088
5070
5072
5076
5080
5084
5088
-40 -20 0 20 40
-2.94%
SECTION
LINE
41+50
5070
5072
5076
5080
5084
5088
5070
5072
5076
5080
5084
5088
-40 -20 0 20 40
-2.35%
SECTION
LINE
42+00
5070
5072
5076
5080
5084
5070
5072
5076
5080
5084
-40 -20 0 20 40
-2.04%
SECTION
LINE
42+50
5070
5072
5076
5080
5084
5070
5072
5076
5080
5084
-40 -20 0 20 40
-2.05%
SECTION
LINE
43+00
5066
5068
5072
5076
5080
5084
5066
5068
5072
5076
5080
5084
-40 -20 0 20 40
-2.05%
SECTION
LINE
43+50
5066
5068
5072
5076
5080
5084
5066
5068
5072
5076
5080
5084
-40 -20 0 20 40
-2.05%
SECTION
LINE
44+00
5066
5068
5072
5076
5080
5084
5066
5068
5072
5076
5080
5084
-40 -20 0 20 40
-2.01%
SECTION
LINE
44+50
5062
5064
5068
5072
5076
5080
5084
5062
5064
5068
5072
5076
5080
5084
-40 -20 0 20 40
-1.83%
SECTION
LINE
45+00
5062
5064
5068
5072
5076
5080
5084
5062
5064
5068
5072
5076
5080
5084
-40 -20 0 20 40
-1.58%
SECTION
LINE
45+50
5058
5060
5064
5068
5072
5076
5080
5058
5060
5064
5068
5072
5076
5080
-40 -20 0 20 40
-1.50%
SECTION
LINE
46+00
5062
5064
5068
5072
5076
5080
5062
5064
5068
5072
5076
5080
-40 -20 0 20 40
-1.39%
SECTION
LINE
46+50
5066
5068
5072
5076
5080
5066
5068
5072
5076
5080
-40 -20 0 20 40
SECTION
LINE
47+00
5058
5060
5064
5068
5072
5076
5080
5058
5060
5064
5068
5072
5076
5080
-40 -20 0 20 40
5081.3
5081.32
5081.2
5081.19
5081.0
5081.00
5080.6
5080.62
5080.1
5080.13
5079.6
5079.63
5079.2
5079.24
5078.9
5078.86
5078.4
5078.44
5077.9
5077.88
5077.3
5077.26
5076.7
5076.68
5076.1
5076.10
5075.5
5075.57
5075.0
5075.06
5074.6
5074.2
Sheet
of 39
COUNTRY CLUB RESERVE 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
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
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
KEYMAP
DOUGLAS RD
TURNBERRY RD
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
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 ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
XS3
ROADWAY CROSS SECTIONS
EAST DOUGLAS ROAD
36
CROSS SECTION PROFILES
EAST DOUGLAS ROAD
XS3
XS2
XS1
5092
-40 -20 0 20 40
-2.85%
SECTION
LINE
29+50
5074
5076
5080
5084
5088
5092
5074
5076
5080
5084
5088
5092
-40 -20 0 20 40
-3.06%
SECTION
LINE
30+00
5070
5072
5076
5080
5084
5088
5070
5072
5076
5080
5084
5088
-40 -20 0 20 40
-3.27%
SECTION
LINE
30+50
5070
5072
5076
5080
5084
5088
5070
5072
5076
5080
5084
5088
-40 -20 0 20 40
-3.51%
SECTION
LINE
31+00
5070
5072
5076
5080
5084
5088
5070
5072
5076
5080
5084
5088
-40 -20 0 20 40
-3.81%
SECTION
LINE
31+50
5070
5072
5076
5080
5084
5088
5070
5072
5076
5080
5084
5088
-40 -20 0 20 40
-3.51%
SECTION
LINE
32+00
5070
5072
5076
5080
5084
5088
5070
5072
5076
5080
5084
5088
-40 -20 0 20 40
-2.43%
SECTION
LINE
32+50
5070
5072
5076
5080
5084
5088
5070
5072
5076
5080
5084
5088
-40 -20 0 20 40
-2.08%
SECTION
LINE
33+00
5070
5072
5076
5080
5084
5088
5070
5072
5076
5080
5084
5088
-40 -20 0 20 40
-2.30%
SECTION
LINE
33+50
5070
5072
5076
5080
5084
5088
5070
5072
5076
5080
5084
5088
-40 -20 0 20 40
-2.89%
SECTION
LINE
34+00
5070
5072
5076
5080
5084
5088
5070
5072
5076
5080
5084
5088
-40 -20 0 20 40
-3.38%
SECTION
LINE
34+50
5070
5072
5076
5080
5084
5088
5070
5072
5076
5080
5084
5088
-40 -20 0 20 40
-3.50%
SECTION
LINE
35+00
5070
5072
5076
5080
5084
5088
5070
5072
5076
5080
5084
5088
-40 -20 0 20 40
-3.64%
SECTION
LINE
35+50
5070
5072
5076
5080
5084
5088
5070
5072
5076
5080
5084
5088
-40 -20 0 20 40
-3.99%
SECTION
LINE
36+00
5070
5072
5076
5080
5084
5088
5070
5072
5076
5080
5084
5088
-40 -20 0 20 40
-2.75%
SECTION
LINE
36+50
5070
5072
5076
5080
5084
5088
5070
5072
5076
5080
5084
5088
-40 -20 0 20 40
-2.18%
SECTION
LINE
37+00
5070
5072
5076
5080
5084
5088
5070
5072
5076
5080
5084
5088
-40 -20 0 20 40
-2.18%
SECTION
LINE
37+50
5070
5072
5076
5080
5084
5088
5070
5072
5076
5080
5084
5088
-40 -20 0 20 40
-2.26%
SECTION
LINE
38+00
5070
5072
5076
5080
5084
5088
5070
5072
5076
5080
5084
5088
-40 -20 0 20 40
-2.42%
SECTION
LINE
38+50
5070
5072
5076
5080
5084
5088
5070
5072
5076
5080
5084
5088
-40 -20 0 20 40
-2.75%
5084.4
5084.38
5084.0
5084.00
5083.7
5083.72
5083.5
5083.53
5083.4
5083.37
5083.2
5083.21
5083.1
5083.08
5083.0
5083.02
5083.0
5082.95
5082.9
5082.88
5082.8
5082.78
5082.6
5082.56
5082.4
5082.35
5082.2
5082.21
5082.1
5082.07
5082.0
5082.02
5082.0
5081.98
5081.8
5081.81
5081.6
5081.60
5081.5
5081.45
Sheet
of 39
COUNTRY CLUB RESERVE 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
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
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
KEYMAP
DOUGLAS RD
TURNBERRY RD
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
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 ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
XS2
ROADWAY CROSS SECTIONS
EAST DOUGLAS ROAD
35
CROSS SECTION PROFILES
EAST DOUGLAS ROAD
XS3
XS2
XS1
5104
-40 -20 0 20 40
-2.00%
SECTION
LINE
21+50
5090
5092
5096
5100
5104
5090
5092
5096
5100
5104
-40 -20 0 20 40
-2.00%
SECTION
LINE
22+00
5086
5088
5092
5096
5100
5104
5086
5088
5092
5096
5100
5104
-40 -20 0 20 40
-2.00%
SECTION
LINE
22+50
5086
5088
5092
5096
5100
5104
5086
5088
5092
5096
5100
5104
-40 -20 0 20 40
-2.00%
SECTION
LINE
23+00
5086
5088
5092
5096
5100
5086
5088
5092
5096
5100
-40 -20 0 20 40
-2.00%
SECTION
LINE
23+50
5082
5084
5088
5092
5096
5100
5082
5084
5088
5092
5096
5100
-40 -20 0 20 40
-2.00%
SECTION
LINE
24+00
5082
5084
5088
5092
5096
5100
5082
5084
5088
5092
5096
5100
-40 -20 0 20 40
-2.00%
SECTION
LINE
24+50
5082
5084
5088
5092
5096
5100
5082
5084
5088
5092
5096
5100
-40 -20 0 20 40
-2.00%
SECTION
LINE
25+00
5078
5080
5084
5088
5092
5096
5078
5080
5084
5088
5092
5096
-40 -20 0 20 40
-2.00%
SECTION
LINE
25+50
5078
5080
5084
5088
5092
5096
5078
5080
5084
5088
5092
5096
-40 -20 0 20 40
-1.94%
SECTION
LINE
26+00
5074
5076
5080
5084
5088
5092
5096
5074
5076
5080
5084
5088
5092
5096
-40 -20 0 20 40
-1.91%
SECTION
LINE
26+50
5074
5076
5080
5084
5088
5092
5074
5076
5080
5084
5088
5092
-40 -20 0 20 40
-1.95%
SECTION
LINE
27+00
5074
5076
5080
5084
5088
5092
5074
5076
5080
5084
5088
5092
-40 -20 0 20 40
-2.05%
SECTION
LINE
27+50
5074
5076
5080
5084
5088
5092
5074
5076
5080
5084
5088
5092
-40 -20 0 20 40
-2.21%
SECTION
LINE
28+00
5074
5076
5080
5084
5088
5092
5074
5076
5080
5084
5088
5092
-40 -20 0 20 40
-2.42%
SECTION
LINE
28+50
5074
5076
5080
5084
5088
5092
5074
5076
5080
5084
5088
5092
-40 -20 0 20 40
-2.64%
5103.4
5102.2
5102.20
5101.0
5101.06
5099.9
5099.93
5098.8
5098.80
5097.7
5097.66
5096.6
5096.55
5095.5
5095.51
5094.5
5094.46
5093.2
5093.26
5092.0
5092.06
5090.9
5090.86
5089.7
5089.68
5088.7
5088.61
5087.6
5087.64
5086.8
5086.78
5086.0
5086.03
5085.4
5085.39
5084.9
5084.84
LOD LOD LOD
LOD
LOD
LOD
LOD LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
X
X
X X
X
M
X
X
X
X
X
X X
X
X
X
X
X X
X
X
F
E
S
M M
F
E
S
F
E
S
M
M
X
X
X X
TELE
F.O.
TELE
X X
ST
B
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
26+50
27+00
27+50
28+00
28+50
29+00
EAST DOUGLAS ROAD
STREET A
SEE SHEET
R1
Sheet
of 39
COUNTRY CLUB RESERVE 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
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
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
KEYMAP
DOUGLAS RD
TURNBERRY RD
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
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 ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
XS1
ROADWAY CROSS SECTIONS
EAST DOUGLAS ROAD
34
CROSS SECTION PROFILES
EAST DOUGLAS ROAD
XS3
XS2
XS1
PVI STA = 28+19.23
PVI ELEV = 5068.60
PVI STA = 28+55.97
PVI ELEV = 5068.71
PVI STA = 30+24.36
PVI ELEV = 5069.20
0.29%
0.29%
0.75%
PVI STA = 28+19.23
PVI ELEV = 5068.60
PVI STA = 28+55.97
PVI ELEV = 5068.71
PVI STA = 30+24.36
PVI ELEV = 5069.20
FUTURE GRADE
FUTURE GRADE
SD
SD
SD
SD SD
SD
SD
SD
SD
SD
SD
SD
T
T
LOD LOD
72' ROW
6' SIDEWALK
TURNBERRY ROAD
CENTERLINE
TURNBERRY RD.
SCALE : 1" = 40' (H) 1" = 5' (V)
R13
PLAN AND PROFILE
TURNBERRY ROAD
33
( 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
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
LINE
MATCH
STA
22+00
Sheet
of 39
COUNTRY CLUB RESERVE 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
KEYMAP
DOUGLAS RD
TURNBERRY RD
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
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 ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
NORTH
MATCH LINE SEE SHEET R12 STA 22+00
R13
R12
MATCH LINE SEE SHEET R12 STA 22+00
PVI ELEV = 5072.50
BCVS: 16+03.44
BVCE: 5073.22
ECVS: 17+03.44
EVCE: 5072.25
A.D. = 0.94
K = 106.17
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
-1.37%
1.00%
PVI STA = 14+50.00
PVI ELEV = 5074.11
PVI STA = 15+00.00
PVI ELEV = 5074.61
-1.37%
1.00%
PVI STA = 14+50.00
PVI ELEV = 5074.11
PVI STA = 15+00.00
PVI ELEV = 5074.61
1.00%
-1.16%
PVI STA = 14+50.00
PVI ELEV = 5074.14
PVI STA = 15+00.00
PVI ELEV = 5074.64
1.00%
-1.16%
PVI STA = 14+50.00
PVI ELEV = 5074.14
PVI STA = 15+00.00
PVI ELEV = 5074.64
FUTURE GRADE
FUTURE GRADE
SD SD
SD
SD
SD
SD SD
SD
SD
E. DOUGLASS RD.
SEE SHEET R11
72' ROW
6' SIDEWALK
TURNBERRY ROAD
CENTERLINE
TURNBERRY RD.
SCALE : 1" = 40' (H) 1" = 5' (V)
R12
PLAN AND PROFILE
TURNBERRY ROAD
32
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
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
MATCH LINE SEE SHEET R13 STA 22+00
LINE
MATCH
STA
22+00
Sheet
of 39
COUNTRY CLUB RESERVE 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
KEYMAP
DOUGLAS RD
TURNBERRY RD
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
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 ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
R13
R12
MATCH LINE SEE SHEET R13 STA 22+00
PVI ELEV = 5078.30
PVI STA = 43+12.64
PVI ELEV = 5077.36
PVI STA = 43+58.05
PVI ELEV = 5076.76
PVI STA = 44+14.93
PVI ELEV = 5076.07
PVI STA = 45+16.12
PVI ELEV = 5075.13
PVI STA = 45+88.86
PVI ELEV = 5074.33
PVI STA = 46+44.05
PVI ELEV = 5073.94
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
-0.64%
PVI STA = 46+43.69
PVI ELEV = 5074.62
208.3' VC
LOW PT ELEV = 5073.90
LOW PT STA = 48+03.38
PVI STA = 48+11.32
PVI ELEV = 5073.54
BVCS: 47+07.15
BVCE: 5074.21
A.D. = 1.39
K = 150.00
-0.64%
PVI STA = 46+43.69
PVI ELEV = 5074.62
208.3' VC
LOW PT ELEV = 5073.90
LOW PT STA = 48+03.38
PVI STA = 48+11.32
PVI ELEV = 5073.54
BVCS: 47+07.15
BVCE: 5074.21
A.D. = 1.39
K = 150.00
-1.10%
PVI STA = 46+44.05
PVI ELEV = 5073.94
PVI STA = 46+94.60
PVI ELEV = 5073.39
264.0' VC
LOW PT ELEV = 5072.60
LOW PT STA = 48+32.12
PVI STA = 48+32.10
PVI ELEV = 5071.87
BVCS: 47+00.08
BVCE: 5073.33
A.D. = 2.20
K = 120.00
-1.10%
PVI STA = 46+44.05
PVI ELEV = 5073.94
PVI STA = 46+94.60
PVI ELEV = 5073.39
264.0' VC
LOW PT ELEV = 5072.60
LOW PT STA = 48+32.12
PVI STA = 48+32.10
PVI ELEV = 5071.87
BVCS: 47+00.08
BVCE: 5073.33
A.D. = 2.20
K = 120.00
FUTURE GRADE
FUTURE GRADE
STREET B
SEE SHEET R4
TURNBERRY RD.
SEE SHEET R13
6' SIDEWALK
6' SIDEWALK
90' ROW
EAST DOUGLAS ROAD
CENTERLINE
E. DOUGLAS RD.
SCALE : 1" = 40' (H) 1" = 5' (V)
R11
PLAN AND PROFILE
EAST DOUGLAS ROAD
31
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
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
LINE
MATCH
STA
43+00
Sheet
of 39
COUNTRY CLUB RESERVE 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
KEYMAP
DOUGLAS RD
TURNBERRY RD
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
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 ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
MATCH LINE SEE SHEET R10 STA 39+00
RIGHT FLOWLINE
E. DOUGLAS RD.
SCALE : 1" = 40' (H) 1" = 5' (V)
R11
R10
R9
MATCH LINE SEE SHEET R10 STA 39+00
EVCE: 5082.04
A.D. = 1.00
K = 150.00
150.0' VC
HP ELEV = 5081.21
HP STA = 36+62.98
PVI STA = 36+62.98
PVI ELEV = 5081.40
BVCS: 35+87.98
BVCE: 5081.02
EVCS: 37+37.98
EVCE: 5081.02
A.D. = 1.00
K = 150.00
ECVS: 30+27.36
EVCE: 5082.42
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
LOD
LOD
LOD
LOD
LOD
78' ROW
6' SIDEWALK
EAST DOUGLAS ROAD
CENTERLINE
E. DOUGLAS RD.
SCALE : 1" = 40' (H) 1" = 5' (V)
R10
PLAN AND PROFILE
EAST DOUGLAS ROAD
30
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
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
MATCH LINE SEE SHEET R11 STA 49+00
LINE
MATCH
STA
39+00
Sheet
of 39
COUNTRY CLUB RESERVE 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
KEYMAP
DOUGLAS RD
TURNBERRY RD
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
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 ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
MATCH LINE SEE SHEET R9 STA 29+00
LINE
MATCH
STA
29+00
R11
R10
R9
MATCH LINE SEE SHEET R11 STA 49+00
MATCH LINE SEE SHEET R9 STA 29+00
LOD
LOD
LOD
LOD
LOD
STREET A
SEE SHEET R1
78' ROW
6' SIDEWALK
EAST DOUGLAS ROAD
5080
5085
5090
5095
5100
24+00 25+00 26+00 27+00 28+00 29+00
-2.40%
525.0' VC
PVI STA = 27+67.99
PVI ELEV = 5084.43
BCVS: 25+17.99
BVCE: 5090.43
A.D. = 2.08
K = 252.24
5080
5085
5090
5095
5100
24+00 25+00 26+00 27+00 28+00 29+00
-2.40%
525.0' VC
PVI STA = 27+64.86
PVI ELEV = 5083.74
BCVS: 25+02.36
BVCE: 5090.04
A.D. = 1.90
K = 276.32
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
CENTERLINE
E. DOUGLAS RD.
SCALE : 1" = 40' (H) 1" = 5' (V)
R9
PLAN AND PROFILE
EAST DOUGLAS ROAD
29
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
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
MATCH LINE SEE SHEET R10 STA 29+00
LINE
MATCH
STA
29+00
Sheet
of 39
COUNTRY CLUB RESERVE 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
KEYMAP
DOUGLAS RD
TURNBERRY RD
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
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 ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
MATCH LINE SEE SHEET R10 STA 29+00
R11
R10
R9
SD
SD
SD
SD
SD
SD
SD
SD SD SD
B
B
STREET E
STREET B
SEE SHEET
R3
STREET D
SEE SHEET R6
53' ROW
30'
-
4.5' SIDEWALK
4.5' SIDEWALK
CENTERLINE
STREET E
SCALE : 1" = 40' (H) 1" = 5' (V)
R8
PLAN AND PROFILE
STREET E
28
( 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
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
LINE
MATCH
STA
19+75
Sheet
of 39
COUNTRY CLUB RESERVE 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
KEYMAP
DOUGLAS RD
TURNBERRY RD
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
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 ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
NORTH
MATCH LINE SEE SHEET R7 STA 19+75
R7
R8
5075
5080
5085
5090
5095
15+00 16+00 17+00 18+00 19+00 19+75
-0.60%
132.0' VC
PVI STA = 15+21.07
PVI ELEV = 5077.68
ECVS: 15+87.07
EVCE: 5077.29
A.D. = 4.40
K = 30.00
PROPOSED
GRADE
EXISTING
GROUND
CENTERLINE
STREET E
SCALE : 1" = 40' (H) 1" = 5' (V)
R7
PLAN AND PROFILE
STREET E
27
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
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
MATCH LINE SEE SHEET R8 STA 19+75
LINE
MATCH
STA
19+75
Sheet
of 39
COUNTRY CLUB RESERVE 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
KEYMAP
DOUGLAS RD
TURNBERRY RD
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
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 ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
R7
R8
BVCS: 12+34.46
BVCE: 5086.41
EVCS: 14+02.46
EVCE: 5082.72
A.D. = 5.60
K = 30.00
PROPOSED
GRADE
EXISTING
GROUND
STREET B
SEE SHEET R3
STREET E
SEE SHEET
R7
30'
-
53' ROW
4.5' SIDEWALK
STREET D
4.5' SIDEWALK
CENTERLINE
STREET D
SCALE : 1" = 40' (H) 1" = 5' (V)
R6
PLAN AND PROFILE
STREET D
26
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
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
Sheet
of 39
COUNTRY CLUB RESERVE 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
KEYMAP
DOUGLAS RD
TURNBERRY RD
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
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 ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
R6
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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
KEYMAP
DOUGLAS RD
TURNBERRY RD
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
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 ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
R5
R5
53' ROW
30'
-
4.5' WALK
STREET B
CENTERLINE
STREET B
SCALE : 1" = 40' (H) 1" = 5' (V)
R4
PLAN AND PROFILE
STREET B
24
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
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
LINE
MATCH
STA
19+50
Sheet
of 39
COUNTRY CLUB RESERVE 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
KEYMAP
DOUGLAS RD
TURNBERRY RD
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
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 ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
MATCH LINE SEE SHEET R3 STA 19+50
R3 R4
STREET B
23
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
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
MATCH LINE SEE SHEET R4 STA 19+50
Sheet
of 39
COUNTRY CLUB RESERVE 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
KEYMAP
DOUGLAS RD
TURNBERRY RD
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
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 ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
LINE
MATCH STA
19+50
R3 R4
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
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
LINE
MATCH
STA
16+00
Sheet
of 39
COUNTRY CLUB RESERVE 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
KEYMAP
DOUGLAS RD
TURNBERRY RD
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
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 ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
MATCH LINE SEE SHEET R1 STA 16+00
R2
R1
PVI STA = 15+17.20
PVI ELEV = 5092.68
BCVS: 14+79.70
BVCE: 5091.71
ECVS: 15+54.70
EVCE: 5094.18
A.D. = 1.40
K = 53.57
2.20%
4.00%
-2.40%
-2.50%
2.50%
2.00%
0.80%
2.60%
PVI STA = 10+00.00
PVI ELEV = 5085.46
PVI STA = 10+30.00
PVI ELEV = 5084.74
PVI STA = 10+35.00
PVI ELEV = 5084.61
PVI STA = 10+40.00
PVI ELEV = 5084.74
PVI STA = 14+15.09
PVI ELEV = 5090.03
90.0' VC
PVI STA = 11+70.00
PVI ELEV = 5087.34
BVCS: 11+25
BVCE: 5086.44
EVCS: 12+15
EVCE: 5087.70
A.D. = 1.20
K = 75.00
BVCS: 15+95.36
BVCE: 5095.81
PROPOSED
GRADE
EXISTING
GROUND
CENTERLINE
STREET A
SCALE : 1" = 40' (H) 1" = 5' (V)
R1
PLAN AND PROFILE
STREET A
21
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
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
MATCH LINE SEE SHEET R2 STA 16+00
LINE
MATCH STA
16+00
Sheet
of 39
COUNTRY CLUB RESERVE 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
KEYMAP
DOUGLAS RD
TURNBERRY RD
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
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 ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
R2
R1
FG=5069.05
SSMH OS4
INV. IN=5053.41 (N)
INV. OUT=5053.21 (S)
FG=5069.02
SSMH OS7
INV. IN=5051.01 (N)
INV. OUT=5050.81 (S)
FG=5066.09
V.P. V.P.
G G
G
G
G G
G
G
G
G
G
E
E E
E
E
E
E E
E
E
E
G
MGAS
B
F
P
VAULT
CABLE
T
T
V.P.
V.GAS P.
M
B
F
P
B
ST ST
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORMLINE
LEGEND:
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 ALL UNKNOWN
UNDERGROUND UTILITIES.
2. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
3. 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.
4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
5. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
6. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTIONS SHALL HAVE
CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
7. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
SUBDRAINE CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL
MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1
4" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
8. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE ELCO AND BOXELDER
STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
9. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
10. ALL FITTINGS, TEES, PLUGS AND FIRE HYDRANTS SHALL BE PROVIDED WITH ANCHOR
COUPLINGS AND/OR JOINT RESTRAINT IN ACCORDANCE WITH ELCO SPECIFICATIONS.
THRUST BLOCKS SHALL BE USED ONLY AS REQUIRED PER FIELD CONDITIONS AND
AS APPROVED OR DIRECTED BY THE ELCO FIELD INSPECTOR.
W
G
T
E
EXISTING STORM SEWER
ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED UNDERDRAIN
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
RIGHT OF WAY
PROPERTY BOUNDARY
S
PROPOSED SEWER SERVICE
W
PROPOSED RESIDENTIAL WATER SERVICE
PROPOSED SUBDRAIN
UD
SD
EXISTING FIRE HYDRANT
PROPOSED STORMLINE
LIMITS OF DEVELOPMENT LOD
EASEMENT LINE
Sheet
of 39
COUNTRY CLUB RESERVE 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
SS1
OFFSITE SANITARY SEWER
20
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
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
KEYMAP
DOUGLAS RD
TURNBERRY RD
NORTH
( IN FEET )
0
1 INCH = 150 FEET
150 150 300 450
SS1
8" W
8" W 8" W 8" W
OHE
OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE
ST
ST
ST ST
ST
LOD LOD LOD
LOD LOD LOD
LOD LOD LOD
LOD LOD LOD LOD LOD
LOD
LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD SD SD
220.03 LF 8" PVC @ 1.25%
400.00 LF 8" PVC @ 0.30% 400.00 LF 8" PVC @ 0.30%
TURNBERRY ROAD
400.00 LF 15" PVC @ 0.15%
257.06 LF 15" HDPE @ 1.20%
SSMH A3
INV. IN=5060.16 (W)
INV. OUT=5059.96 (E)
FG=5074.27
SSMH A2
INV. IN=5058.76 (W)
INV. OUT=5058.56 (E)
FG=5067.43
OUTLET D1
INV. OUT=5064.57 (E)
FG=5064.89
FES D2
INV. IN=5061.49 (W)
FG=5061.46
DROP BOX INLET
INV. IN= 5062.85 (W)
INV. OUT= 5058.63 (E)
EXISTING 24" CMP
EXISTING 12" ADS
SSMH A1
INV. IN=5055.81 (N)
INV. IN=5055.81 (W)
INV. OUT=5055.61 (S)
FG=5069.08
400.00 LF 15" PVC @ 0.15%
SSMH OS1
INV. IN=5056.61 (N)
INV. OUT=5056.41 (S)
FG=5070.39
FH ASSEMBLY
N:148924.64
E:205372.95
8"x6" SWIVEL TEE
& 6" GV (SE)
N:148924.45
E:205389.28
OUTFALL A5
INV. IN=5053.65 (S)
INV. IN=5053.65 (N)
INV. OUT=5053.64 (E)
FG=5059.48
4.00 LF 24" HDPE @ 0.50%
FES A1
INV. IN=5034.27 (NW)
FG=???
469.29 LF 6" HDPE @ 0.50%
90° BEND A1
INV. IN=5056.00 (W)
INV. OUT=5056.00 (N)
FG=5067.75
UD A2
INV. OUT=5057.56 (E)
FG=5067.39
124.93 LF 6" HDPE @ 1.25%
MONITORING WELL RG2
15' UTILITY
EASEMENT
LOT 5 LOT 1
BLOCK 3
SERRAMONTE HIGHLANDS
(LARIMER COUNTY)
U6
UTILITY PLAN
19
NORTH
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
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
Sheet
of 39
COUNTRY CLUB RESERVE 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
KEYMAP
DOUGLAS RD
TURNBERRY RD
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORMLINE
LEGEND:
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 ALL UNKNOWN
UNDERGROUND UTILITIES.
2. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
3. 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.
4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
5. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
6. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTIONS SHALL HAVE
CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
7. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
SUBDRAINE CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL
MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1
4" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
8. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE ELCO AND BOXELDER
STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
9. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
10. ALL FITTINGS, TEES, PLUGS AND FIRE HYDRANTS SHALL BE PROVIDED WITH ANCHOR
COUPLINGS AND/OR JOINT RESTRAINT IN ACCORDANCE WITH ELCO SPECIFICATIONS.
THRUST BLOCKS SHALL BE USED ONLY AS REQUIRED PER FIELD CONDITIONS AND
AS APPROVED OR DIRECTED BY THE ELCO FIELD INSPECTOR.
W
G
T
E
EXISTING STORM SEWER
ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED UNDERDRAIN
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
RIGHT OF WAY
PROPERTY BOUNDARY
S
PROPOSED SEWER SERVICE
W
PROPOSED RESIDENTIAL WATER SERVICE
PROPOSED SUBDRAIN
UD
SD
EXISTING FIRE HYDRANT
PROPOSED STORMLINE
LIMITS OF DEVELOPMENT LOD
EASEMENT LINE
U1 U2 U3
U4 U5 U6
MATCHLINE - SEE SHEET U3
MATCHLINE - SEE SHEET U5
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN APPROVAL
LOD
LOD
LOD
LOD
LOD LOD LOD
LOD
LOD LOD LOD LOD
LOD LOD
LOD LOD LOD
LOD LOD LOD
UD UD UD
UD
SD SD SD
SD
SD SD
SD
SD SD SD
SD
SD
SD
SD SD
SD SD
SD
SD
SD SD
SD
SD
SD SD SD SD
SD SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD SD SD SD
SD
SD
SD
SD
SD
SD
S28° 03' 28.45"W
131.11 LF 8" PVC
9
9
.
29
L
F
8
"
P
V
C
R
=
2
9
0
.
0
0
'
39.45 LF 8" PVC
R=290.00'
S00° 38' 48.90"W
203.22 LF 8" PVC
S45° 38' 48.90"W
52.72 LF 8" PVC
N89° 21' 11.10"W
178.02 LF 8" PVC
N69° 06' 48.29"W
116.71 LF 8" PVC
N48° 52' 25.48"W
643.48 LF 8" PVC
N81° 00' 27.62"W
130.17 LF 8" PVC
14.64 LF 8" PVC
R=310.00'
15
9
.
2
2 L
F 8"
PV
C
R
=
31
0
.
0
0'
N48° 52' 25.48"W
269.23 LF 8" PVC
45° BEND
N:148937.28
E:204195.44
45° BEND
N:148974.13
E:204233.14
FH ASSEMBLY
N:148937.93
E:203967.73
FH ASSEMBLY
N:149230.39
E:204093.68
22.5° BEND
N:148980.90
E:203908.39
8"x6' SWIVEL TEE
& 6" GV (SW)
& 8" GV (NW)
N:148955.67
E:203974.50
22.5° BEND
N:148939.29
E:204017.44
END HORZ.
DEFLECTION
N:149177.34
E:204235.43
8" TEE w/ TB
& 2-8" GV (S,W)
N:149216.64
E:204238.56
BEGIN HORZ.
DEFLECTION
N:149310.47
E:204269.50
BEGIN HORZ.
DEFLECTION
N:149236.98
E:204109.99
END HORZ.
DEFLECTION
N:149309.66
E:203954.55
END HORZ.
DEFLECTION
N:149426.17
E:204331.16
8"x6" SWIVEL TEE
& 6" GV (S)
N:149239.61
E:204095.59
400.00 LF 8" PVC @ 0.30%
165.79 LF 8" PVC @ 1.03%
241.94 LF 8" PVC @ 1.00%
122.34 LF 8" PVC @ 1.00%
153.62 LF 8" PVC @ 1.00%
274.59 LF 8" PVC @ 0.75%
56.36 LF 8" PVC @ 0.50%
163.66 LF 8" PVC @ 1.00%
113.14 LF 8" PVC @ 1.00%
263.93 LF 8" PVC @ 2.00%
263.93 LF 8" PVC @ 3.00%
72.29 LF 8" PVC @ 0.50%
170.39 LF 8" PVC @ 1.00%
STREET D
STREET E
STREET E
SSMH A5-4
INV. IN=5072.58 (NW)
INV. OUT=5072.38 (SE)
FG=5082.21
SSMH A8
INV. IN=5069.23 (NW)
INV. OUT=5069.03 (SE)
FG=5079.55
SSMH A5-3
INV. IN=5067.10 (NW)
INV. OUT=5066.90 (E)
FG=5076.64
SSMH A7
INV. IN=5067.49 (NW)
INV. OUT=5067.29 (E)
FG=5077.45
SSMH A5-2
INV. IN=5065.77 (W)
INV. OUT=5065.57 (E)
FG=5075.95
SSMH A6-1
INV. IN=5066.63 (NE)
INV. OUT=5066.43 (S)
FG=5076.36
SSMH A6
INV. IN=5066.07 (W)
INV. IN=5066.07 (N)
INV. OUT=5065.87 (S)
FG=5075.84
SSMH A5-1
INV. IN=5063.93 (W)
INV. OUT=5063.73 (NE)
FG=5074.89
SSMH A4
INV. IN=5061.54 (W)
INV. OUT=5061.36 (E)
FG=5071.67
SSMH A5
INV. IN=5063.45 (N)
INV. IN=5063.45 (SW)
INV. OUT=5063.25 (E)
FG=5074.60
MIDBLOCK
CROSS PAN
SIDEWALK AND
CONCRETE CHASE
9' UTILITY EASEMENT
30' -
30' -
53' ROW
9' UTILITY EASEMENT
9' UTILITY EASEMENT
CLEANOUT RG2
INV. OUT=5067.81 (NE)
FG=5069.81
138.10 LF 6" PERFORATED HDPE @ 0.20%
MONITORING WELL RG2
INV. IN=5067.53 (SW)
INV. OUT=5067.53 (NE)
FG=5070.65
40.77 LF 6" HDPE @ 0.32%
BLOCK 3
SERRAMONTE HIGHLANDS
(LARIMER COUNTY)
LOT 12
LOT 11
LOT 6
U5
UTILITY PLAN
18
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
Sheet
of 39
COUNTRY CLUB RESERVE 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
KEYMAP
DOUGLAS RD
TURNBERRY RD
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORMLINE
LEGEND:
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 ALL UNKNOWN
UNDERGROUND UTILITIES.
2. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
3. 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.
4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
5. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
6. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTIONS SHALL HAVE
CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
7. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
SUBDRAINE CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL
MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1
4" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
8. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE ELCO AND BOXELDER
STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
9. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
10. ALL FITTINGS, TEES, PLUGS AND FIRE HYDRANTS SHALL BE PROVIDED WITH ANCHOR
COUPLINGS AND/OR JOINT RESTRAINT IN ACCORDANCE WITH ELCO SPECIFICATIONS.
THRUST BLOCKS SHALL BE USED ONLY AS REQUIRED PER FIELD CONDITIONS AND
AS APPROVED OR DIRECTED BY THE ELCO FIELD INSPECTOR.
W
G
T
E
EXISTING STORM SEWER
ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED UNDERDRAIN
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
RIGHT OF WAY
PROPERTY BOUNDARY
S
PROPOSED SEWER SERVICE
W
PROPOSED RESIDENTIAL WATER SERVICE
PROPOSED SUBDRAIN
UD
SD
EXISTING FIRE HYDRANT
PROPOSED STORMLINE
LIMITS OF DEVELOPMENT LOD
EASEMENT LINE
U1 U2 U3
U4 U5 U6
MATCHLINE - SEE SHEET U6
MATCHLINE - SEE SHEET U2
MATCHLINE - SEE SHEET U4
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
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN APPROVAL
E E
E
E E E E
E
E
E
E E
E
E
E E
E
E
E E
E
X
X X
X X X
X X X X
X X X
X X
X X
X
X
X
X
X X
X X
X
X
X
X
X
X X
X X X X X
X
A.V.
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
SD SD SD SD SD
SD
SD SD
SD
SD
SD
SD SD
SD
13
8
.
66
L
F
8
"
P
V
C
R
=
310
.
0
0
'
S57° 20' 32.41"W
382.02 LF 8" PVC
N58° 17' 05.08"W
42.07 LF 8" PVC
FH ASSEMBLY
N:149094.57
E:202963.83
8"x6" REDUCER
& 6" GV (S)
N:149112.31
E:202967.71
45° BEND
N:149122.07
E:202969.85
11.25° BEND
N:149404.12
E:203423.69
END HORZ.
DEFLECTION
N:149328.22
E:203291.47
153.62 LF 8" PVC @ 2.00%
392.78 LF 8" PVC @ 1.00%
STREET E
STREET A
SSMH A16
INV. OUT=5093.73 (NE)
FG=5112.25
SSMH A15
INV. IN=5089.80 (SW)
INV. OUT=5089.60 (NE)
FG=5102.29
SSMH A5-5
INV. OUT=5080.50 (SE)
FG=5094.58
30' -
53' ROW
9' UTILITY EASEMENT
N33° 45' 00.00"W
25.36 LF 8" PVC
N78° 45' 00.00"W
166.28 LF 8" PVC
S56° 15' 00.00"W
45.77 LF 8" PVC
S11° 15' 00.00"W
35.22 LF 8" PVC
45° BEND
N:149148.46
E:202964.04
45° BEND
N:149180.90
E:202800.96
45° BEND
N:149155.47
E:202762.90
CHERRYWOOD
ACRES
TRACT 6
LOT 18 LOT 17
BLOCK 3
SERRAMONTE HIGHLANDS
(LARIMER COUNTY)
JUANITA LANE
APPROXIMATE LOCATION
OF ELCO AIR VAC CONNECTION
N:149119.80
E:202753.80
U4
UTILITY PLAN
17
NORTH
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
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
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
Sheet
of 39
COUNTRY CLUB RESERVE 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
KEYMAP
DOUGLAS RD
TURNBERRY RD
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORMLINE
LEGEND:
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 ALL UNKNOWN
UNDERGROUND UTILITIES.
2. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
3. 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.
4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
5. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
6. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTIONS SHALL HAVE
CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
7. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
SUBDRAINE CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL
MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1
4" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
8. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE ELCO AND BOXELDER
STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
9. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
10. ALL FITTINGS, TEES, PLUGS AND FIRE HYDRANTS SHALL BE PROVIDED WITH ANCHOR
COUPLINGS AND/OR JOINT RESTRAINT IN ACCORDANCE WITH ELCO SPECIFICATIONS.
THRUST BLOCKS SHALL BE USED ONLY AS REQUIRED PER FIELD CONDITIONS AND
AS APPROVED OR DIRECTED BY THE ELCO FIELD INSPECTOR.
W
G
T
E
EXISTING STORM SEWER
ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED UNDERDRAIN
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
RIGHT OF WAY
PROPERTY BOUNDARY
S
PROPOSED SEWER SERVICE
W
PROPOSED RESIDENTIAL WATER SERVICE
PROPOSED SUBDRAIN
UD
SD
EXISTING FIRE HYDRANT
PROPOSED STORMLINE
LIMITS OF DEVELOPMENT LOD
EASEMENT LINE
U1 U2 U3
U4 U5 U6
MATCHLINE - SEE SHEET U5
MATCHLINE - SEE SHEET U1
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
OHE
OHE
OHE OHE OHE OHE
OHE OHE
OHE
OHE
OHE OHE
OHE
OHE
ST
SD SD SD
SD SD
SD
SD
SD
SD SD
SD
SD
SD
SD SD
SD
SD
SD SD
SD
SD
SD
SD
SD
SD
SD
SD
2
3
5.1
0
L
F
8
"
P
V
C
R
=
3
10
.
00
'
1
2
6.
9
5
L
F
8"
PV
C
R
=
3
1
0.
0
0
'
N00° 30' 33.00"E
71.57 LF 8" PVC
N89° 21' 11.81"W
102.41 LF 8" PVC
1
4
9
.
5
6
L
F
8
"
P
V
C
R
=
31
2
.
8
6
'
N63° 35' 15.46"W
135.48 LF 8" PVC
1
1
1
.
51 L
F
8
"
P
V
C
R
=
14
9
0
.
00
'
BEGIN HORIZ.
DEFLECTION
N:149679.01
E:205151.49
FH ASSEMBLY
N:149708.60
E:205381.82
FH ASSEMBLY
N:149677.72
E:204616.34
10"x8" TEE
& 8" GV (S)
N:150041.48
E:204804.34
BEGIN HORZ.
DEFLECTION
N:149969.91
E:204803.71
8"x6" SWIVEL TEE
& 6" GV (SE)
N:149686.42
E:204612.73
8" TEE
& 2-8" GV (SE,SW)
N:149846.71
E:204776.98
END HORIZ.
DEFLECTION
N:149785.10
E:204928.52
END HORZ.
DEFLECTION
N:149739.28
E:205030.15
STREET C
TURNBERRY ROAD
E. DOUGLAS ROAD
STREET B
153.62 LF 8" PVC @ 1.00%
153.62 LF 8" PVC @ 1.00%
297.18 LF 8" PVC @ 2.30%
176.00 LF 8" PVC @ 2.00%
59.62 LF 15" RCP @ 3.01%
30.52 LF 15" RCP @ 3.00%
62.94 LF 15" RCP @ 1.25%
SSMH B4
INV. IN=5072.30 (SW)
INV. IN=5072.30 (N)
INV. OUT=5072.10 (E)
FG=5083.39
SSMH B3
INV. IN=5065.27 (W)
INV. OUT=5065.07 (SE)
FG=5078.05
SSMH B1
INV. IN=5057.17 (W)
INV. OUT=5057.09 (S)
FG=5071.86
OUTLET C1
INV. OUT=5077.25 (E)
FG=5077.95
INLET C3
INV. IN=5075.55 (W)
INV. OUT=5075.55 (E)
FG=5080.39
INLET C2
INV. IN=5076.47 (W)
INV. OUT=5076.46 (E)
FG=5080.39
FES C4
INV. IN=5073.76 (W)
FG=5073.76
9' UTILITY EASEMENT
30' -
53' ROW
9' UTILITY EASEMENT
318.05 LF 15" PVC @ 0.15%
8" TEE
& 8" GV (W)
N:149641.00
E:205397.38
FES B1
INV. OUT=5068.78 (S)
FG=5068.77
FES B2
INV. IN=5066.06 (N)
FG=5066.06
99.09 LF 15" RCP @ 2.75%
209.12 LF 8" PVC @ 2.00%
SSMH B2
INV. IN=5060.89 (NW)
INV. OUT=5060.69 (E)
FG=5074.58
FH ASSEMBLY
N:150021.88
E:204828.80
SSMH B5
INV. IN=5074.04 (SW)
INV. OUT=5073.84 (NE)
FG=5085.72
SSMH B4-1
INV. OUT=5073.10 (S)
FG=5082.12
79.41 LF 8" PVC @ 1.00%
8"x6" SWIVEL TEE
& 6" GV (SE)
N:149708.41
E:205398.14
10"x6" SWIVEL TEE
& 6" GV (SE)
N:150041.20
E:204828.80
BEGIN HORIZ.
DEFLECTION
N:149642.16
E:205294.97
4.00 LF 24" HDPE @ 0.50%
90° BEND B1
INV. IN=5057.97 (W)
INV. OUT=5057.97 (S)
FG=5073.05
247.27 LF 6" HDPE @ 1.74%
86.19 LF 6" HDPE @ 2.00%
UD B2
BEGIN TYP. CONFIGURATION
INV. OUT=5059.69 (E)
FG=5074.59
15' UTILITY
EASEMENT
U3
UTILITY PLAN
16
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
Sheet
of 39
COUNTRY CLUB RESERVE 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
KEYMAP
DOUGLAS RD
TURNBERRY RD
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORMLINE
LEGEND:
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 ALL UNKNOWN
UNDERGROUND UTILITIES.
2. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
3. 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.
4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
5. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
6. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTIONS SHALL HAVE
CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
7. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
SUBDRAINE CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL
MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1
4" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
8. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE ELCO AND BOXELDER
STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
9. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
10. ALL FITTINGS, TEES, PLUGS AND FIRE HYDRANTS SHALL BE PROVIDED WITH ANCHOR
COUPLINGS AND/OR JOINT RESTRAINT IN ACCORDANCE WITH ELCO SPECIFICATIONS.
THRUST BLOCKS SHALL BE USED ONLY AS REQUIRED PER FIELD CONDITIONS AND
AS APPROVED OR DIRECTED BY THE ELCO FIELD INSPECTOR.
W
G
T
E
EXISTING STORM SEWER
ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED UNDERDRAIN
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
RIGHT OF WAY
PROPERTY BOUNDARY
S
PROPOSED SEWER SERVICE
W
PROPOSED RESIDENTIAL WATER SERVICE
PROPOSED SUBDRAIN
UD
SD
EXISTING FIRE HYDRANT
PROPOSED STORMLINE
LIMITS OF DEVELOPMENT LOD
EASEMENT LINE
U1 U2 U3
U4 U5 U6
MATCHLINE - SEE SHEET U6
MATCHLINE - SEE SHEET U2
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
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN APPROVAL
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
SD
SD SD SD SD
SD
SD
SD
SD
SD
SD
SD
SD SD
SD
SD
SD
SD
SD
SD
SD
SD
SD SD SD SD
SD SD
SD
SD
SD
SD
SD
SD
U
D UD UD
UD UD
UD UD
SD SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD SD
SD
SD
SD
S00° 38' 49.07"W
117.00 LF 8" PVC
S00° 38' 48.90"W
95.58 LF 8" PVC
1
48
.
3
1
L
F
8
"
P
V
C
R=
31
0
.
00
'
N48° 52' 25.48"W
269.23 LF 8" PVC
N36° 27' 11.10"W
74.27 LF 8" PVC
N11° 36' 42.35"W
74.27 LF 8" PVC
N00° 48' 32.03"E
52.46 LF 8" PVC
S89° 21' 11.10"E
258.00 LF 8" PVC
S89° 21' 11.10"E
176.29 LF 8" PVC
S89° 21' 11.10"E
499.00 LF 8" PVC
S89° 21' 11.10"E
121.57 LF 8" PVC
1
25
.
64
L
F
8
"
PV
C
R
=
31
0.
0
0
'
FH ASSEMBLY
N:149660.27
E:203869.58
8" TEE w/ TB
& 2-8" GV (E,S)
N:149671.68
E:203693.41
11.25° BEND w/ TB
N:149619.22
E:203692.67
11.25° BEND w/ TB
N:149486.74
E:203751.75
22.5° BEND w/ TB
N:149546.48
E:203707.62
8" TEE
& 2-8" GV (S,W)
N:149664.06
E:204368.66
8"x6" SWIVEL TEE
& 6" GV (S)
N:149669.69
E:203869.69
END HORZ.
DEFLECTION
N:149662.68
E:204490.22
BEGIN HORZ.
DEFLECTION
N:149568.48
E:204367.58
END HORZ.
DEFLECTION
N:149426.17
E:204331.16
274.59 LF 8" PVC @ 0.75%
70.98 LF 8" PVC @ 0.50%
70.98 LF 8" PVC @ 0.50%
61.40 LF 8" PVC @ 0.50%
106.62 LF 8" PVC @ 2.00%
393.42 LF 8" PVC @ 0.50%
393.42 LF 8" PVC @ 0.50%
STREET B
STREET D
E. DOUGLAS ROAD
STREET E
26.58 LF 15" RCP @ 0.50%
30.33 LF
15" RCP
@ 0.50%
SSMH A12-2
INV. OUT=5077.24 (W)
SSMH A12 FG=5086.43
INV. IN=5073.10 (W)
INV. IN=5073.10 (E)
INV. OUT=5072.90 (S)
FG=5083.73
SSMH A12-1
INV. IN=5075.27 (E)
INV. OUT=5075.07 (W)
FG=5084.08
SSMH A10
INV. IN=5072.04 (N)
INV. OUT=5071.84 (SE)
FG=5085.60
SSMH A9
INV. IN=5071.49 (NW)
INV. OUT=5071.29 (SE)
FG=5086.23
SSMH A6-3
INV. OUT=5070.66 (S)
FG=5082.26
SSMH A11
INV. IN=5072.59 (N)
INV. OUT=5072.39 (S)
FG=5084.25
SSMH A6-2
INV. IN=5068.53 (N)
INV. OUT=5068.33 (SW)
FG=5079.00
SSMH B6
INV. OUT=5075.58 (NE)
FG=5086.72
FES F4
INV. IN=5081.33 (W)
FG=5082.51
MIDBLOCK
CROSS PAN
SIDEWALK AND
CONCRETE CHASE
9' UTILITY EASEMENT
9' UTILITY EASEMENT
30' - 53' ROW
MON ITORING WELL RG3
INV. IN=5078.71 (W)
INV. OUT=5078.71 (N)
FG=5081.86
CONCRETE COLLAR RG3
W/ FLAP GATE
INV. IN=5078.50 (S)
FG=5078.24
CLEANOUT RG3
INV. OUT=5079.17 (E)
FG=5081.00
227.21 LF 6" PERFORATED HDPE @ 0.20%
106.68 LF 6" HDPE @ 0.20%
15' UTILITY
EASEMENT
U2
UTILITY PLAN
15
NORTH
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
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
Sheet
of 39
COUNTRY CLUB RESERVE 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
KEYMAP
DOUGLAS RD
TURNBERRY RD
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORMLINE
LEGEND:
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 ALL UNKNOWN
UNDERGROUND UTILITIES.
2. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
3. 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.
4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
5. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
6. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTIONS SHALL HAVE
CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
7. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
SUBDRAINE CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL
MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1
4" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
8. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE ELCO AND BOXELDER
STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
9. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
10. ALL FITTINGS, TEES, PLUGS AND FIRE HYDRANTS SHALL BE PROVIDED WITH ANCHOR
COUPLINGS AND/OR JOINT RESTRAINT IN ACCORDANCE WITH ELCO SPECIFICATIONS.
THRUST BLOCKS SHALL BE USED ONLY AS REQUIRED PER FIELD CONDITIONS AND
AS APPROVED OR DIRECTED BY THE ELCO FIELD INSPECTOR.
W
G
T
E
EXISTING STORM SEWER
ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED UNDERDRAIN
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
RIGHT OF WAY
PROPERTY BOUNDARY
S
PROPOSED SEWER SERVICE
W
PROPOSED RESIDENTIAL WATER SERVICE
PROPOSED SUBDRAIN
UD
SD
EXISTING FIRE HYDRANT
PROPOSED STORMLINE
LIMITS OF DEVELOPMENT LOD
EASEMENT LINE
U1 U2 U3
U4 U5 U6
MATCHLINE - SEE SHEET U3
MATCHLINE - SEE SHEET U5
MATCHLINE - SEE SHEET U1
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN APPROVAL
X X
X X X
X
X X
X X
M
X
X
X
X X
X
X X
X
X
X
X
X
X
X
F
E
S
M
M
F
E
S
F
E
S
MM
X
X X
X
T
ELE
F.O.
TELE
F
E
S
X X
ST
10" W 10" W
10" W
10" W
10" W
10" W
10" W 10" W
10" W
10" W
10" W
10" W 10" W
10" W
10" W
10" W
10" W 10" W
LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
SD SD
SD
SD
SD
SD
SD
SD
SD
SD SD
SD
SD SD
SD
S00° 38' 49.07"W
117.00 LF 8" PVC
S23° 18' 32.03"W
21.87 LF 8" PVC
S34° 33' 32.03"W
187.99 LF 8" PVC
S23° 18' 32.03"W
37.21 LF 8" PVC
S00° 48' 32.03"W
54.80 LF 8" PVC
S00° 48' 32.03"W
89.77 LF 8" PVC
12
9.4
5
L
F
8
"
PV
C
R
=
31
0
.
00
'
37.77 LF 8" PVC
R=310.00'
13
8
.
66
L
F
8
"
P
V
C
R
=
310
.
0
0
'
N58° 17' 05.08"W
42.07 LF 8" PVC
FH ASSEMBLY
N:149455.56
E:203414.30
8" TEE
& 2-8" GV (SE,SW)
N:149426.24
E:203387.90
11.25° BEND
N:149404.12
E:203423.69
8"x6" SWIVEL TEE
& 6" GV (SE)
N:149459.50
E:203405.75
BEGIN HORZ.
DEFLECTION
N:149584.83
E:203434.16
8" TEE
& 2-8" GV (E,S)
N:149674.59
E:203435.43
22.5° BEND
N:149729.39
E:203436.20
11.25° BEND
N:149763.56
E:203450.92
11.25° BEND
N:149918.37
E:203557.56
22.5° BEND
N:149938.46
E:203566.21
10"x8" TEE
& 8" GV (S)
N:150055.46
E:203567.53
278.00 LF 8" PVC @ 2.50%
202.70 LF 8" PVC @ 3.00%
153.62 LF 8" PVC @ 2.00%
46.58 LF 8" PVC @ 0.50%
E. DOUGLAS ROAD
STREET A
STREET B
26.58 LF 15" RCP @ 0.50%
30.33 LF
15" RCP
@ 0.50%
25.96 LF 15" RCP @ 0.51%
SSMH A14
INV. IN=5086.53 (SW)
INV. OUT=5086.33 (N)
FG=5097.26
SSMH A13
INV. IN=5080.25 (S)
INV. IN=5080.25 (N)
INV. OUT=5080.05 (E)
FG=5090.42
SSMH A13-1
INV. OUT=5080.48 (S)
FG=5089.23
INLET F2
INV. IN=5081.61 (W)
INV. OUT=5081.61 (E)
FG=5085.64
INLET F3
INV. IN=5081.46 (W)
INV. OUT=5081.46 (E)
FG=5085.55
FES F1
INV. OUT=5081.74 (E)
FG=5081.83
FH ASSEMBLY
N:150039.92
E:203233.15
10"x6" SWIVEL TEE
& 6" GV (SE)
N:150059.23
E:203233.37
15' UTILITY
EASEMENT
REPLAT
CHERRYWOOD
ACRES
TRACT 1A
REPLAT
CHERRYWOOD
ACRES
TRACT 1B
U1
UTILITY PLAN
14
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
Sheet
of 39
COUNTRY CLUB RESERVE 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
KEYMAP
DOUGLAS RD
TURNBERRY RD
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORMLINE
LEGEND:
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 ALL UNKNOWN
UNDERGROUND UTILITIES.
2. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
3. 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.
4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
5. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
6. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTIONS SHALL HAVE
CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
7. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
SUBDRAINE CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL
MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1
4" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
8. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE ELCO AND BOXELDER
STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
9. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
10. ALL FITTINGS, TEES, PLUGS AND FIRE HYDRANTS SHALL BE PROVIDED WITH ANCHOR
COUPLINGS AND/OR JOINT RESTRAINT IN ACCORDANCE WITH ELCO SPECIFICATIONS.
THRUST BLOCKS SHALL BE USED ONLY AS REQUIRED PER FIELD CONDITIONS AND
AS APPROVED OR DIRECTED BY THE ELCO FIELD INSPECTOR.
W
G
T
E
EXISTING STORM SEWER
ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED UNDERDRAIN
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
RIGHT OF WAY
PROPERTY BOUNDARY
S
PROPOSED SEWER SERVICE
W
PROPOSED RESIDENTIAL WATER SERVICE
PROPOSED SUBDRAIN
UD
SD
EXISTING FIRE HYDRANT
PROPOSED STORMLINE
LIMITS OF DEVELOPMENT LOD
EASEMENT LINE
U1 U2 U3
U4 U5 U6
MATCHLINE - SEE SHEET U2
MATCHLINE - SEE SHEET U4
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
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN APPROVAL
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
V
.P.
V.P.
A.R.V.
GAS
GAS
V.P. V.P.
X
X
X X
X X
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
W
V
WWVV
WV
WV
WV
X
X
X
X
X
V.P.
WV
H
Y
D
WV
WV
X
X
X
X
X
X X X
X
X
X X X
X
X
X X X
G
W
X
X
M
X
X
X
X
F
E
S
M M
F
E
S
F
E
S
M
M
X
T
ELE
F.O.
TELE
F
E
S
F
E
S
M
GAS
VAULT
CABLE
H
Y
D
T
T
V.P.
GAS
V.P.
M
B
F
P
X X
F
E
S
M
F
E
S
TELE
X
F
E
S
M
F
E
S
X
X X X
X
W
S
O
X
X
V.P.
VAULT
CABLE
BOX
CABLE
M
M
H2O
X
V.GAS P.
GAS
10" W
10" W
10" W
10" W 10" W
10" W
10" W
10" W
10" W 10" W
10" W
10" W
10" W
10" W 10" W
10" W
10" W
10" W
10" W
W
8" W 8" W 8" W 8" W
8" W
8" W 8" W 8" W 8" W
W
OHE OHE
OHE OHE
OHE
OHE OHE
OHE
OHE
OHE OHE OHE OHE
OHE
OHE
B
B
B
B
B
B
B
B
ST
A.V.
TURNBERRY ROAD
STREET A
STREET B
STREET C
STREET E
E. DOUGLAS ROAD
STREET A
STREET D
STREET E
STREET B
8" SEWER
8" WATER
8" WATER
8" WATER
8" WATER
8" WATER
8" WATER
8" WATER
8" WATER
8" SEWER
8" SEWER
8" SEWER
8" SEWER
8" SEWER
8" SEWER
8" SEWER
8" SEWER
15" SEWER
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
STORMLINE F
STORMLINE C
STORMLINE B
STORMLINE A
STORMLINE D
SUBDRAIN A
SUBDRAIN LINE A
CONNECT TO EXISTING
8" WATERLINE
PROPOSED 15"
OFFSITE SANITARY
SEWER SEE SHEET SS1
BEGIN SINGLE
TRENCH WITH
SANITARY SEWER
AND SUBDRAIN
CONNECT TO EXISTING
10" WATERLINE
CONNECT TO EXISTING
10" WATERLINE
OUTLET STRUCTURE
OUTLET STRUCTURE
OUTLET STRUCTURE
UNDERDRAIN FOR
RAIN GARDEN 3
CONNECT TO EXISTING
ELCO AIR VALVE
SUBDRAIN B
PROPOSED
FIRE HYDRANT
EXISTING
FIRE HYDRANT PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
UNDERDRAIN FOR
RAIN GARDEN 2
REPLAT
CHERRYWOOD
ACRES
TRACT 1A
REPLAT
CHERRYWOOD
ACRES
TRACT 1B
CHERRYWOOD
ACRES
TRACT 6
LOT 18
BLOCK 3
SERRAMONTE HIGHLANDS
(LARIMER COUNTY)
LOT 17 LOT 12 LOT 11 LOT 6 LOT 5 LOT 1
EXISTING
8" WATERLINE
OU1
UTILITY PLAN
OVERALL
13
NORTH
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
( IN FEET )
1 inch = ft.
120 0 120 Feet
120
240 360
Sheet
of 39
COUNTRY CLUB RESERVE 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
KEYMAP
DOUGLAS RD
TURNBERRY RD
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN APPROVAL
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORMLINE
LEGEND:
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 ALL UNKNOWN
UNDERGROUND UTILITIES.
2. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
3. 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.
4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
5. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
6. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTIONS SHALL HAVE
CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
7. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
SUBDRAINE CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL
MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1
4" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
8. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE ELCO AND BOXELDER
STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
9. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
10. ALL FITTINGS, TEES, PLUGS AND FIRE HYDRANTS SHALL BE PROVIDED WITH ANCHOR
COUPLINGS AND/OR JOINT RESTRAINT IN ACCORDANCE WITH ELCO SPECIFICATIONS.
THRUST BLOCKS SHALL BE USED ONLY AS REQUIRED PER FIELD CONDITIONS AND
AS APPROVED OR DIRECTED BY THE ELCO FIELD INSPECTOR.
W
G
T
E
EXISTING STORM SEWER
ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED UNDERDRAIN
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
RIGHT OF WAY
PROPERTY BOUNDARY
S
PROPOSED SEWER SERVICE
W
PROPOSED RESIDENTIAL WATER SERVICE
PROPOSED SUBDRAIN
UD
SD
EXISTING FIRE HYDRANT
PROPOSED STORMLINE
LIMITS OF DEVELOPMENT LOD
EASEMENT LINE
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
TURNBERRY ROAD
10.8%
0.5%
5.4%
4.9%
4.8%
2.2%
8.2%
0.6%
70.67
64.60
60.66
61.54
64.60
60.90
70.08
64.60
70.46
74.33
74.01
76.03
72.63
72.00
67.44
68.30
63.33
66.92
27.6%
24.2%
4.3%
4.7%
5.4%
5.4%
2.3%
7.0%
7.1%
2.3%
SIDEWALK AND
CONCRETE CHASE
POND 1
± 290,000 C.F.
POND 2
± 296,950 C.F.
EXISTING AREA INLET
INV. IN= 5059.67 (E)
INV. OUT= 5055.45 (W)
2' CONCRETE PAN
LOD LOD LOD
LOD LOD LOD
LOD LOD LOD
LOD LOD LOD LOD LOD
LOD
LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOT 3 3
64.57
68.32
65.16
65.31
66.31
70.06
65.87
64.75
69.06
68.91
64.60
59.95
64.60
60.23
64.58
59.70
57.91
69.91
70.35
69.81
SWALE
SIDEWALK AND
CONCRETE CHASE
LOT 5 LOT 1
BLOCK 3
SERRAMONTE HIGHLANDS
(LARIMER COUNTY)
G6
GRADING PLAN
12
NORTH
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
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
Sheet
of 39
COUNTRY CLUB RESERVE 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
KEYMAP
DOUGLAS RD
TURNBERRY RD
LEGEND:
ST
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 CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
36.25
(36.25)
2.0%
NOTES:
PROPOSED SLOPES
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
G1 G2 G3
G4 G5 G6
MATCHLINE - SEE SHEET G3
MATCHLINE - SEE SHEET G5
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN APPROVAL
STREET E
STREET E
85.11
83.28
82.28
84.48
83.78
83.09
82.40
81.58
80.77
79.75
78.74
77.98
77.29
76.59
75.89
74.95
74.06
74.00
74.63
74.73
74.84
75.09
75.58
75.88
76.17
76.40
76.63
76.89
77.18
77.49
78.28
79.91
82.28
83.28
85.78
88.28
90.78
75.30
76.53
75.43
75.73
77.73
78.04
76.73
78.28
78.69
78.72
76.81
79.06
79.12
79.68
79.91
81.33
81.55
84.26
85.00
87.02
88.62
89.96
91.31
91.39
85.87
84.32
83.64
80.94
79.39
78.60
78.15
77.70
77.12
76.21
77.28
77.84
79.59
82.47
83.28
85.78
88.28
90.78
72.79
74.61
72.95
75.10
72.82
75.48
75.78
72.92
73.26
76.11
72.79
76.66
77.12
72.42
72.61
78.14
73.05
86.01
84.35
81.77
79.62
80.57
78.59
77.91
79.58
79.93
79.73
76.58
76.87
77.39
17.5%
27.6%
17.5%
20.2%
4.8%
2.3%
7.6%
2.2%
6.2%
7.7%
0.8%
2.1%
2.1%
3.1%
5.1%
2.5%
5.4%
5.4%
16.3%
17.7%
0.0%
5.1%
4.3%
13.7%
2.0%
2.4%
4.0%
73.24
72.11
70.58
70.67
67.35
66.92
SIDEWALK
CHASE
POND 2
± 296,950 C.F.
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD
LOD
LOD LOD LOD LOD
LOD LOD
LOD LOD LOD
LOD LOD LOD
11
15
17
14
20
24
12
18
3 2
4
6
8
10
9
11
23
67
25
8
7
16
13
15
6
7
26
5
10
22
16
9
19
18
15
16
14
13
12
5
12
10
11
1
17
21
13
14
9
8
7
6
27
LOT 5 5
LOT 12
LOT 5
LOT 12
LOT 10
LOT 11
LOT 1
LOT 17
LOT 21
LOT 13
LOT 14
LOT 9
LOT 8
LOT 7
LOT 6
LOT 27
LOT 23
LOT 67
LOT 25
LOT 8
LOT 7
LOT 16
LOT 13
LOT 15
LOT 6
LOT 7
LOT 26
LOT 5
LOT 10
LOT 22
LOT 16
LOT 9
LOT 19
LOT 18
LOT 15
LOT 16
LOT 14
LOT 13
LOT 15
LOT 17
LOT 14
LOT 20
LOT 24
LOT 12
LOT 18
LOT 3 LOT 2
LOT 4
LOT 6
LOT 8
LOT 10
LOT 9
LOT 11
LOT 11
BLOCK 5
BLOCK 5
BLOCK 6
BLOCK 6
BLOCK 6
BLOCK 6
BLOCK 6
BLOCK 10
BLOCK 9
BLOCK 6
BLOCK 6
BLOCK 6
BLOCK 6
BLOCK 6 BLOCK 6
BLOCK 9
BLOCK 9
BLOCK 0
BLOCK 9
BLOCK 10
BLOCK 5
BLOCK 5
BLOCK 9
BLOCK 9
BLOCK 6
BLOCK 9
BLOCK 9
BLOCK 9
BLOCK 9
BLOCK 9
BLOCK 9
BLOCK 9
BLOCK 6
BLOCK 9
BLOCK 9
BLOCK 10
BLOCK 10
BLOCK 10
BLOCK 10
BLOCK 10
BLOCK 9
BLOCK 9
BLOCK 9
BLOCK 9
BLOCK 9
BLOCK 9
BLOCK 9
BLOCK 6 BLOCK 6
BLOCK 6
BLOCK 5
BLOCK 9
BLOCK 5
BLOCK 5
BLOCK 5
BLOCK 9
70.81
69.81
70.68
67.05
70.80
66.72
70.47
70.81
69.81
69.81
RAIN GARDEN 2
69.81
69.81
69.81
70.81
69.81 70.81
69.81
70.81
70.81
69.81
70.81
69.81
SWALE
SWALE
BLOCK 3
SERRAMONTE HIGHLANDS
(LARIMER COUNTY)
LOT 12
LOT 11
LOT 6
70.81
70.81
70.81
70.64
1.1%
G5
GRADING PLAN
11
NORTH
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
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
Sheet
of 39
COUNTRY CLUB RESERVE 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
KEYMAP
DOUGLAS RD
TURNBERRY RD
LEGEND:
ST
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 CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
36.25
(36.25)
2.0%
NOTES:
PROPOSED SLOPES
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
G1 G2 G3
G4 G5 G6
MATCHLINE - SEE SHEET G6
MATCHLINE - SEE SHEET G2
MATCHLINE - SEE SHEET G4
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN APPROVAL
X X
X
X
X
X
X X
X X
X
X
X
X
X
X X
X X X X X
X
A.V.
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
STREET E
STREET A
9.52
4.16
5.41
10.87
11.64
6.66
7.91
9.16
10.40
14.59
11.43
15.66
11.54
17.46
12.43
22.00
13.16
13.90
13.28
12.54
11.71
10.59
9.36
8.11
6.86
5.61
4.37
3.13
1.81
95.36
94.88
18.55
10.27
7.43
4.49
1.64
99.19
97.16
96.04
93.16
95.36
95.36
94.56
90.70
88.83
86.97
85.11
90.78
93.13
90.78
93.53
95.70
13.77
15.7%
17.5%
6.2%
7.7%
12.3%
16.9%
18.2%
4.9%
3.0%
2.5%
4.4%
4.2%
2.4%
2.0%
3.5%
2.0%
3.3%
4.1%
4.8%
3.4%
13.8%
8.8%
4.4%
13.2%
11.1%
15.4%
18.0%
22.7%
16.8%
24.7%
20.7%
22.5%
24.2%
20.7%
26.00
6.93
0.26
76.31
83.04
12.52
13.60
11.07
11.50
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
5
9
10
11
12
13
3
4
1
2
9
8
19
18
16
6
5
4
3
1
7
7
8
5
6
17
2
27
LOT 17
LOT 2
LOT 27
LOT 19
LOT 18
LOT 16
LOT 6
LOT 5
LOT 4
LOT 3
LOT 1
LOT 7
LOT 7
LOT 8
LOT 5
LOT 6
LOT 11
LOT 12
LOT 13
LOT 3
LOT 4
LOT 1
LOT 2
LOT 9
LOT 8
LOT 9
LOT 10
BLOCK 6
BLOCK 7
BLOCK 9
BLOCK 9
BLOCK 6
BLOCK 6
BLOCK 6
BLOCK 7
BLOCK 7
BLOCK 7
BLOCK 7
BLOCK 7
BLOCK 7
BLOCK 8
BLOCK 8
BLOCK 8
BLOCK 8
BLOCK 7
BLOCK 7
BLOCK 7
BLOCK 8
BLOCK 8
BLOCK 8
BLOCK 8
BLOCK 8
BLOCK 7
BLOCK 7
BLOCK 7
21.10
SWALE
CHERRYWOOD
ACRES
TRACT 6
LOT 18 LOT 17
BLOCK 3
SERRAMONTE HIGHLANDS
(LARIMER COUNTY)
JUANITA LANE
G4
GRADING PLAN
10
NORTH
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
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
Sheet
of 39
COUNTRY CLUB RESERVE 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
KEYMAP
DOUGLAS RD
TURNBERRY RD
LEGEND:
ST
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 CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
36.25
(36.25)
2.0%
NOTES:
PROPOSED SLOPES
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
G1 G2 G3
G4 G5 G6
MATCHLINE - SEE SHEET G5
MATCHLINE - SEE SHEET G1
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN APPROVAL
85.85
82.41
83.68
85.43
81.95
81.10
82.76
81.85
80.96
80.06
78.23
80.23
79.29
78.38
77.52
75.85
77.10
75.50
70.94
75.11
74.96
74.37
74.56
73.60
72.28
73.18
76.04
74.86
76.90
76.67
77.75
75.10
78.60
75.34
79.43
75.60
80.25
81.10
75.83
76.07
76.26
81.21
79.85
83.29
82.98
83.74
84.28
83.90
85.59
86.87
81.95
6.3%
12.4%
22.7%
7.6%
3.1%
3.7%
4.1%
24.7%
26.3%
5.1%
4.1%
3.2%
4.5%
2.0%
1.8%
13.2%
13.7%
9.1%
12.8%
14.9%
1.3%
1.8%
1.7%
0.4%
64.60
60.66
65.30
66.42
65.22
73.76
76.26
78.85
77.56
77.86
72.91
72.91
71.61
70.47
70.07
74.18
58.12
59.44
66.80
25.1%
INLET
22
21
20
3
9
10
11
8
7
23
6
4
5
6
2
1
2
1
3
4
5
77
9
10
7
8
3
1
2
LOT 2
LOT 1
LOT 3
LOT 4
LOT 5
LOT 4
LOT 4
LOT 5
LOT 6
LOT 2
LOT 1
LOT 22
LOT 21
LOT 20
LOT 19
LOT 3
LOT 9
LOT 10
LOT 11
LOT 8
LOT 7
LOT 23
LOT 6
BLOCK 4
BLOCK 4
BLOCK 2
BLOCK 2
BLOCK 2
BLOCK 4
BLOCK 3
BLOCK 3
BLOCK 3
BLOCK 2
BLOCK 2
BLOCK 1
BLOCK 1
BLOCK 1
BLOCK 1
BLOCK 4
BLOCK 3
BLOCK 3
BLOCK 3
BLOCK 3
BLOCK 3
BLOCK 1
BLOCK 2
68.77
66.06
66.18
69.93
65.97
69.72
69.36
65.61
65.29
69.04
68.88
65.13
64.58
62.01
64.66
57.91
68.56
68.56
71.25
73.96
74.18
74.39
74.62
79.15
2' CONCRETE
PAN
73.37
SWALE
10' CROSSPAN
LOT 9
LOT 10
LOT 7
LOT 8
LOT 3
LOT 1
LOT 2
BLOCK 2
BLOCK 2
BLOCK 2
BLOCK 2
BLOCK 3
BLOCK 3
BLOCK 3
G3
GRADING PLAN
9
NORTH
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
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
Sheet
of 39
COUNTRY CLUB RESERVE 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
KEYMAP
DOUGLAS RD
TURNBERRY RD
LEGEND:
ST
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 CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
36.25
(36.25)
2.0%
NOTES:
PROPOSED SLOPES
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
G1 G2 G3
G4 G5 G6
MATCHLINE - SEE SHEET G6
MATCHLINE - SEE SHEET G2
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN APPROVAL
86.58
85.87
78.14
79.58
73.05
80.82
75.60
82.07
81.76
83.51
86.48
86.67
86.78
81.76
80.77
87.07
83.90
84.05
86.87
84.20
86.90
84.36
86.47
84.53
83.25
85.87
86.17
83.25
85.75
85.46
85.16
84.86
83.25
83.25
83.25
83.25
84.56
84.26
83.25
83.25
83.96
83.66
83.25
83.36
83.25
83.25
82.99
83.25
82.60
82.62
83.00
83.35
83.03
83.69
83.59
84.04
84.22
84.38
85.04
84.73
86.18
82.79
83.06
86.10
82.06
82.85
83.15
83.49
83.79
84.09
84.39
84.69
84.99
85.28
80.26
80.37
80.45
80.57
80.69
80.82
80.94
81.06
86.01
86.16
82.06
84.35
81.56
81.07
80.57
79.93
79.73
79.28
77.39
78.68
78.83
1.3%
2.5%
0.0%
19.8%
5.4%
0.7%
6.3%
12.8%
1.3%
2.8%
3.1%
0.8%
1.7%
7.9%
9.1%
2.6%
2.8%
2.9%
3.1%
5.1%
2.3%
2.1%
2.0%
2.0%
2.4%
78.50
81.00
82.00
81.67
83.00
82.50
83.00
77.86
RAIN GARDEN 3
NATURAL HABITAT
BUFFER ZONE
SIDEWALK AND
CONCRETE CHASE
SIDEWALK AND
CONCRETE CHASE MIDBLOCK
CROSS PAN
POND 3 (WETLANDS)
ON TOP OF A PERMANENT WATER
SURFACE ELEVATION OF 5078.5
± 147,385 C.F.
LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
1
2
19
18
4
19
20
1
2
16 17
3
4
5
7
15
8 9 10
11 12 13
6
14
4 5
3
18
13
12
6 7
8 9
2
11
3 4
5
1
1 2
10
3
4
1
2
27
LOT 5 5
LOT 11
LOT 1 LOT 3 LOT 4 LOT 5
LOT 1 LOT 2
LOT 10
LOT 3
LOT 4
LOT 1
LOT 2
LOT 27
LOT 19
LOT 20
LOT 1
LOT 2
LOT 16 LOT 17
LOT 3
LOT 4
LOT 5
LOT 7
LOT 15
LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13
LOT 6
LOT 14
LOT 3 LOT 4 LOT 5
LOT 18 LOT 13
LOT 12
LOT 6 LOT 7 LOT 8 LOT 9
LOT 2
LOT 4
LOT 19
LOT 18
BLOCK 5
BLOCK 10
BLOCK 10 BLOCK 10 BLOCK 10 BLOCK 10
BLOCK 1 BLOCK 1
BLOCK 10
BLOCK 5
BLOCK 5
BLOCK 9
BLOCK 9
BLOCK 9
BLOCK 10
BLOCK 10
BLOCK 5
BLOCK 5
BLOCK 1 BLOCK 1
BLOCK 9
BLOCK 9
BLOCK 9
BLOCK 1
BLOCK 1 BLOCK 1
BLOCK 1 BLOCK 1 BLOCK 1 BLOCK 1 BLOCK 1
BLOCK 1 BLOCK 1
BLOCK 1 BLOCK 1 BLOCK 1
BLOCK 10 BLOCK 10
BLOCK 10
BLOCK 10 BLOCK 10 BLOCK 10 BLOCK 10
BLOCK 10
BLOCK 4
BLOCK 1
BLOCK 1
BLOCK 1
BLOCK 4
82.00
81.34
81.00
82.00
81.00
82.00
82.00
82.00
81.00
81.00
82.00
81.00
82.00
80.15
79.98
87.21
79.88
81.00
82.00
82.00
81.87
81.00
81.00
82.00
81.70
81.74
SIDEWALK AND
CONCRETE CHASE
(79.86)
(80.80)
(81.04)
(80.95)
(81.39)
(80.76)
(80.84)
(80.75)
(79.13)
(79.62)
(78.60)
(78.34)
(78.21)
(78.52)
(78.58)
(78.26)
(78.13)
(78.72)
(79.69)
(78.78)
SWALE
SWALE
10' CROSSPAN
G2
GRADING PLAN
8
NORTH
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
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
Sheet
of 39
COUNTRY CLUB RESERVE 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
KEYMAP
DOUGLAS RD
TURNBERRY RD
LEGEND:
ST
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 CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
36.25
(36.25)
2.0%
NOTES:
PROPOSED SLOPES
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
G1 G2 G3
G4 G5 G6
MATCHLINE - SEE SHEET G3
MATCHLINE - SEE SHEET G4
MATCHLINE - SEE SHEET G1
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN APPROVAL
F
E
S
M
M
F
E
S
F
E
S
MM
X
X X
X
T
ELE
F.O.
TELE
F
E
S
X X
ST
LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
E. DOUGLAS ROAD
STREET A
STREET B
87.76
91.60
94.47
97.76
0.15
5.50
9.52
10.87
93.23
93.96
94.08
91.04
90.77
86.55
95.94
93.55
84.73
86.18
4.1%
6.6%
5.7%
3.1%
4.9%
6.2%
9.9%
3.4%
1.1%
4.7%
5.2%
7.9%
8.0%
7.5%
3.9%
13.5%
13.3%
13.8%
81.74
90.84
90.60
93.97
2.32
1.57
1.82
2.60
1.93
2.03
6.57
6.34
8.21
LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
11
9
10
12
29
13
15
8
1
30
27
28
14
LOT 1
LOT 30 LOT 1
LOT 27
LOT 28
LOT 14
LOT 13
LOT 15
LOT 8
LOT 11
LOT 9
LOT 10
LOT 12
LOT 29
BLOCK 1
BLOCK 9 BLOCK 9
BLOCK 9
BLOCK 9
BLOCK 9
BLOCK 8
BLOCK 8
BLOCK 8
BLOCK 8
BLOCK 8
BLOCK 8
BLOCK 8
BLOCK 8
BLOCK 9
SWALE
10' CROSSPAN
REPLAT
CHERRYWOOD
ACRES
TRACT 1A
REPLAT
CHERRYWOOD
ACRES
TRACT 1B
G1
GRADING PLAN
7
NORTH
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
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
Sheet
of 39
COUNTRY CLUB RESERVE 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
KEYMAP
DOUGLAS RD
TURNBERRY RD
LEGEND:
ST
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 CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
36.25
(36.25)
2.0%
NOTES:
PROPOSED SLOPES
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
G1 G2 G3
G4 G5 G6
MATCHLINE - SEE SHEET G2
MATCHLINE - SEE SHEET G4
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN APPROVAL
E
E
W
V
WWVV
WV
WV
WV
X
X
X
X
X
V.P.
WV
H
Y
D
WV
WV
X
X
X
X
X
X X X
X
X
X X X
X
X
X X X
G
W
X
X
M
X
X
X
X
F
E
S
M M
F
E
S
F
E
S
M
M
X
T
ELE
F.O.
TELE
F
E
S
F
E
S
M
GAS
VAULT
CABLE
H
Y
D
T
T
V.P.
GAS
V.P.
M
B
F
P
X X
F
E
S
M
F
E
S
TELE
X
F
E
S
M
F
E
S
X
X X X
X
W
S
O
X
X
V.P.
VAULT
CABLE
BOX
CABLE
M
M
H2O
X
V.GAS P.
GAS
OHE OHE
OHE OHE
OHE
OHE OHE
OHE
OHE
OHE OHE OHE OHE
OHE
OHE
B
B
B
B
B
B
B
B
ST
A.V.
LOD
LOD LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LOD
LOD
LOD
LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
STREET B
STREET C
STREET E
E. DOUGLAS ROAD
STREET A
STREET E
STREET A
TURNBERRY ROAD
STREET D
STREET B
FES (2)
NHBZ
OUTLET
STRUCTURE
SIDEWALK AND
CONCRETE CHASE
FES
OUTLET
STRUCTURE
SIDEWALK AND
CONCRETE CHASE
SIDEWALK
CHASE
FES (2)
POND 1
POND 2
POND 3
PERMANENT WSEL = 5078.50
UD
UD
EXISTING 24" CMP
RAIN GARDEN 3
JUANITA LANE
SIDEWALK AND
CONCRETE CHASE
RAIN GARDEN 2
LIMITS OF
DEVELOPMENT
SWALE
SWALE
SWALE
SWALE
SWALE
SWALE
SWALE
PEDESTRIAN
CONNECTION
TO JUANITA LANE
FES
FES
OUTLET
STRUCTURE
2' CONCRETE
PAN
REPLAT
CHERRYWOOD
ACRES
TRACT 1A
REPLAT
CHERRYWOOD
ACRES
TRACT 1B
CHERRYWOOD
ACRES
TRACT 6
LOT 18
BLOCK 3
SERRAMONTE HIGHLANDS
(LARIMER COUNTY)
LOT 17 LOT 12 LOT 11 LOT 6 LOT 5 LOT 1
OG1
GRADING PLAN
OVERALL
6
NORTH
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
( IN FEET )
1 inch = ft.
120 0 120 Feet
120
240 360
Sheet
of 39
COUNTRY CLUB RESERVE 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
KEYMAP
DOUGLAS RD
TURNBERRY RD
LEGEND:
ST
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 CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
36.25
(36.25)
2.0%
NOTES:
PROPOSED SLOPES
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN APPROVAL
X X
X
X
X
X X
X X
X
X
X
X X X X
X
X
X
X
V.P.
W
S
O
W
S
O
W
S
O
W
S
O
X
X
X
X
X X X X X
X X
M
GAS
F
E
S
F
E
S
T
ELE
X
X
F
E
S
M
F
E
S
X
X
X
X
X X X
X
X
W
S
O
X
X
X X
X
X
X
X X
X
X X X
X X
V.P.
VAULT
CABLE
BOX
CABLE
H2O
X
V.GAS P.
GAS
10" W
10" W 10" W
10" W
10" W
10" W
10" W
10" W 10" W
10" W
10" W
10" W
10" W
10" W 10" W
W
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
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE
OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE
OHE OHE OHE
OHE
OHE OHE OHE
OHE OHE
OHE
OHE OHE OHE OHE OHE OHE
OHE
OHE OHE OHE OHE
OHE OHE
OHE OHE
OHE
OHE
OHE OHE
OHE OHE
ST
ST
ST ST ST
ST ST
ST
/
/
/ / / / /
/
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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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/
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/
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/
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PUMP HOUSE
TO REMAIN
GAS LINE
TO REMAIN
WATERLINE
TO REMAIN
ELECTRIC LINE
TO REMAIN
ELECTRIC TRANSFORMER
BOX TO REMAIN
PUMP HOUSE
TO REMAIN
VERTICAL PIPE
TO REMAIN
PUMP HOUSE
TO REMAIN
± 345 L.F. OF FENCE
TO BE REMOVED
± 1,962 L.F. OF OVERHEAD
ELECTRIC LINE
TO BE BURIED
± 1,322 L.F. OF FENCE
TO BE REMOVED
± 565 L.F. OF FENCE
TO BE REMOVED
± 783 L.F.OF FENCE
TO BE REMOVED
± 690 L.F. OF FENCE
TO BE REMOVED
± 925 S.F. OF WETLAND
TO BE RELOCATED
TO WETLAND TO THE WEST
± 42,003 S.F. OF
WETLANDS TO
REMAIN
DROP BOX INLET
INV. IN= 5062.84 (W)
INV. OUT= 5058.62 (E)
EXISTING 24" CMP
FL = 5063.37
TELEPHONE PEDESTAL
TO BE REMOVED
OVERHEAD ELECTRIC
POLE TO BE REMOVED
± 350 S.F. OF CONCRETE
TO BE REMOVED
TURNBERRY ROAD TURNBERRY ROAD
E. DOUGLAS ROAD
OPEN WATER POND
TO BE REMOVED
OUTFALL PIPE
EXTENDS TO BOTTOM
OF THE DITCH TO THE EAST
BENCHMARK 92-14
N:150095.01
E:205460.88
CP "DAY"
N:149746.84
E:204141.24
NE CORNER S30-T8N-R68W
N:150052.51
E:205416.94
"STOP" SIGN
TO BE RELOCATED
"STOP" SIGN
"RIGHT LANE BIKES ONLY" SIGN
/ / / / / / / / / / / / /
EXISTING 18" CMP
CULVERT TO BE
REMOVED
EXISTING 12" CMP
CULVERT TO BE REMOVED
/ / /
/ /
/ / /
/
/ / /
/ /
FORT COLLINS
CITY BOUNDARY
EXISTING
60' ROW
EXISTING
60' ROW
EX2
AND DEMOLITION PLANS
EXISTING CONDITIONS
5
NORTH
( IN FEET )
0
1 INCH = 80 FEET
80 80 160 240
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
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
Sheet
of 39
COUNTRY CLUB RESERVE 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
KEYMAP
DOUGLAS RD
TURNBERRY RD
EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER ST
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (TO REMAIN)
FIELD SURVEY BY:
SUBSURFACE EXPLORATION BY:
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 ALL UNKNOWN
UNDERGROUND UTILITIES.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION,
REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3. CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT
MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES
APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,
ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF
FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT
WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS
RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL
ROAD AND CAN BE REACHED AT (970) 482-1249.
4. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
5. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING
SITE SURVEY.
6. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
ORIGINAL FIELD SURVEY BY:
NORTHERN ENGINEERING SERVICES, INC.
PROJECT NUMBER: 103-005
DATE: JULY 11, 2006
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROJECT BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
VAULT
ELEC
CONTROL
IRR
EXISTING TREES (TO BE REMOVED)
EARTH ENGINEERING CONSULTANTS, INC.
PRELIMINARY GEOTECHNICAL EXPLORATION - BOMA FARM DEVELOPMENT
EEC PROJECT NUMBER: 1062013
DATE: FEBRUARY 22, 2006
APPROXIMATE LIMITS OF CONCRETE/
ASPHALT REMOVAL
EX1 EX2
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
X
X
X X
X
X
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X
X
X
X
X X
X
X X
X X X
X
X
WV
TELE
H
Y
D
WV
WV
X X X
X
X X
X
X X X X
X X
X
X
X X X X X
X
X
X
X
X X X
X
X
F
E
S
F
E
S
M
X
X X
X
X
X
X
F
E
S
M
M
F
E
S
F
E
S
M
M
X
X
T
ELE
F.O.
TELE
F
E
S
X
F
E
S
F
E
S
MM
WV
F
E
S
F
E
S
F
E
S
F
E
S
E
E
F
E
S
M
F
E
S
F
E
S
M
M
W
S
O
W
F
E
S
F
E
S
M M
X
GAS
F
E
S
X
X
E
E
F
E
S
X
X X
F
E
S
M
10" W
10" W
10" W
10" W
10" W 10" W
10" W
10" W
10" W
10" W 10" W
10" W
10" W
10" W
10" W
OHE OHE
OHE
OHE OHE OHE
OHE OHE OHE OHE OHE
OHE
OHE OHE
OHE OHE OHE OHE
OHE OHE
OHE
OHE OHE
OHE
OHE
OHE
A
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EXISTING UNDERGROUND
ELECTRIC LINE TO REMAIN
UNDERGROUND
WATER LINE TO REMAIN
EXISTING 10" WATERLINE
TO REMAIN
±1,067 L.F OF OVERHEAD
ELECTRIC LINE
TO BE BURIED
GAS VALVE
TO REMAIN
ELEVATED PIPES (2)
TO REMAIN
EXISTING CATTLE
GUARD TO REMAIN
EXISTING FENCE
TO REMAIN
ELECTRICAL BOX W/
METAL 2 RAIL FENCE TO REMAIN
ELECTRICAL BOX W/
METAL 2 RAIL FENCE TO REMAIN
WATERLINE
TO REMAIN
GAS LINE
TO REMAIN OIL RIG IN THE
MIDDLE OF THE
FENCE TO REMAIN
ELECTRIC LINE
TO REMAIN MSSU W/
METAL 2 RAIL
FENCE TO REMAIN
FENCE
TO REMAIN
MAILBOX
TO REMAIN
MAILBOX
TO REMAIN
TELEPHONE
PEDESTAL TO REMAIN
MAILBOXES
TO REMAIN
MAILBOX
TO REMAIN
MAILBOXES
TO REMAIN EXISTING FIRE HYDRANT
TO BE ADJUSTED
TO FINAL GRADE
TELEPHONE PEDESTAL
TO BE REMOVED
± 905 L.F. OF FENCE
TO BE REMOVED
± 1,157 L.F. OF FENCE
TO BE REMOVED
± 42,003 S.F. OF
WETLANDS TO
REMAIN
E. DOUGLAS ROAD
N 1/4 S30-T8N-R68W
N:150082.36
E:202773.42
CP "OIL"
N:149442.70
E:202963.65
EXISTING
60' ROW
± 4640 L.F. OF INTERNAL
PRIVATE WATER SERVICE
LINE
FENCE TO REMAIN
JUANITA LANE
EX1
AND DEMOLITION PLANS
EXISTING CONDITIONS
4
NORTH
( IN FEET )
0
1 INCH = 80 FEET
80 80 160 240
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
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
Sheet
of 39
COUNTRY CLUB RESERVE 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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
KEYMAP
DOUGLAS RD
TURNBERRY RD
EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER ST
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (TO REMAIN)
FIELD SURVEY BY:
SUBSURFACE EXPLORATION BY:
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 ALL UNKNOWN
UNDERGROUND UTILITIES.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION,
REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3. CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT
MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES
APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,
ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF
FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT
WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS
RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL
ROAD AND CAN BE REACHED AT (970) 482-1249.
4. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
5. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING
SITE SURVEY.
6. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
ORIGINAL FIELD SURVEY BY:
NORTHERN ENGINEERING SERVICES, INC.
PROJECT NUMBER: 103-005
DATE: JULY 11, 2006
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROJECT BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
VAULT
ELEC
CONTROL
IRR
EXISTING TREES (TO BE REMOVED)
EARTH ENGINEERING CONSULTANTS, INC.
PRELIMINARY GEOTECHNICAL EXPLORATION - BOMA FARM DEVELOPMENT
EEC PROJECT NUMBER: 1062013
DATE: FEBRUARY 22, 2006
APPROXIMATE LIMITS OF CONCRETE/
ASPHALT REMOVAL
EX1 EX2
Bell depressions shall be provided for all joints. In event that unstable trench conditions are encountered at pipeline grade 1-1/2" uniformly graded
washed rock shall be used for stabilization. Bedding material shall be placed and compacted under and around sides of the pipe. Place bedding in
such a manner as to provide solid, uniform bearing surface for full length of barrel. Minimum 30" initial lift above pipe before other than hand
compaction equipment is to be used. Note maximum trench width detail.
12. Backfill: Backfilling of trench shall be performed as soon as practical, subsequent to inspection and approval. Backfilling of acceptable material shall
not be placed in lifts of greater than one (1) foot. Backfill shall be compacted to 95% of optimum density in roadway and residential areas and 90%
in all off-site easement areas unless otherwise noted. Compaction testing of bedding and back fill shall be at least five tests per 1,000 feet and at
varying depths and locations in accordance with the requirements of the applicable authority or as required in project specific specifications.
13. Concrete: All concrete construction shall be completed utilizing 3,000 psi at twenty-eight (28) days or equal concrete.
14. Pavement or Other Repairs: In event that asphalt or concrete pavement, sidewalks, storm sewers, waterline or any other public or privately owned
property is damaged or requires reconstruction due to the work, repairs or replacement will be made in accordance with the requirements of the
appropriate governing authority. Private property will be returned to its original condition or as close to original condition as reasonably possible,
unless otherwise noted on the drawings.
15. Service Taps on Existing Lines: All taps made on existing lines shall be completed at developer's expense by District personnel or the District's
authorized contractor with no exception.
16. Inspection: Construction shall conform to District Standards and Specifications or project specific specifications at all times. The District shall
inspect the construction as necessary and shall observe all line testing. The District shall have the authority to ascertain that all construction of
facilities is equal to or better than minimum construction requirements as set forth in
17. Testing: All lines shall be pressure tested and flushed by the Contractor in accordance with District Standards and Specifications and under the
District's supervision. Upon passing, copies of all passing test results including soils compaction in the area of sewer main construction shall be
provided to the District.
18. Acceptance: Upon completion of all utility construction (sewer and other) and fulfillment of all District requirements, preliminary acceptance of new
sewer system improvements will occur in accordance with District's acceptance procedure.
19. Warranty: The Contractor shall warrant the materials, installation, workmanship and surface restoration for a period of two years from date of
preliminary acceptance. During this warranty period the Developer shall promptly repair any defects in the work and maintain the work area. At the
close of the two-year warranty period the District will make a field inspection. Upon satisfactory correction of any deficiencies noted the District
would make final acceptance of the lines and work. The lines and the appurtenances shall then become the sole property and responsibility of
Boxelder Sanitation District.
20. Drawings of Record and Total Costs: Within 90 days of preliminary acceptance of the new facilities, the District shall be provided with acceptable
Drawings of Record of the complete system consisting of two sets of fill size reproduced prints, two sets of ½-size reproduced prints, one set of 6
mil double matted reproducible mylars and one complete digital file equivalent (software and version to be confirmed at time of delivery). Written
confirmation of the total cost of all sewer system improvements shall also be submitted with the Drawings of Record.
EAST LARIMER COUNTY WATER DISTRICT GENERAL NOTES FOR CONSTRUCTION
1. Standard and Specification: Construction shall be per the East Larimer County Water District Standard Construction Specifications in effect at the
start of constructions.
2. Locates: It shall be the responsibility of the Contractor to coordinate field locates of all existing utilities prior to commencement of any construction.
Contractor shall also notify all affected utility companies prior to commencing construction. In event of damage to any existing utility Contractor shall
immediately notify owner of the utility involved and, unless authorized in writing by the owner of the subject utility, shall not attempt to make repairs.
Cost of repairs shall be the responsibility of the Contractor.
3. Damage to Property: Contractor shall continuously maintain adequate protection from damage of all public and private property through which the
work is done.
4. Safety: All water main installation within the ELCO Water District shall be subject to current OSHA and COSHA safety requirements. Contractor
shall also comply with any and all requirements and regulations as set forth by City, County, State and Federal agencies having applicable
authority.
5. Landscaping Adjacent to District Waterlines: No landscaping (bushes, shrubs, trees or other plantings) that has a mature height of over 3 feet
(3-ft)shall be placed within ten feet (10-ft) of any District waterline (distribution main, service line, meter, etc.). The District shall have the right to
remove any landscaping that violates this standard, at any time such landscaping is discovered, and shall not be required to replace the removed
landscaping.
6. Design Approval and Notice of Construction Start: No construction shall begin without prior design approval from ELCO. District shall be notified 48
hours in advance of starting construction or testing to allow for scheduling. District shall inspect the construction as necessary and shall observe all
line testing. Construction or testing shall conform to District Specifications at all times. In event that State or City road excavation permit(s) are
required Contractor shall notify District of proposed construction schedule well in advance to allow time for District to obtain the required permit(s).
7. Permits: Contractor is responsible for obtaining all County road permits which may be required.
8. Changes During Construction: No verbal authorization for field revision shall be given. All requests for such field revision shall be made in writing
accompanied by proposed change indicated on copy of the approved design drawings. Any field revision approved and installed shall also be
accurately documented on As-Built drawings as detailed below in these Notes.
9. Materials of Construction:
a. Pipe - All water piping shall be Polyvinyl Chloride (PVC). All PVC piping through 12-inch shall be manufactured in accordance with AWWA
Standard C900, "Polyvinyl Chloride (PVC) Pressure Pipe, 4-inch through 12-inch, For Water Distribution", Class 150 (DR 18). All PVC piping
14-inch through 24-inch shall be manufactured in accordance with AWWA Standard C905, "Polyvinyl Chloride (PVC) Water Transmission Pipe,
Nominal Diameters 14-inch through 36", Class 200 (DR 18). Pipe with a diameter greater than 24 inches shall be specified based on engineered
design. Pipe size shall be as shown on the approved plans. All non-metal water piping shall be installed with a twelve (12) gauge braided
copper wire, plastic coated, six hundred (600) volt taped to top of pipe and surfaced at each valve as a tracer wire. Pipe joints shall be made
using an integral bell with an elastomeric gasket push-on type joint or using machined couplings of a sleeve type with rubber ring gaskets and
machined pipe ends to form a push-on type joint. All materials installed shall be free of manufacturer defects. Any defective or damaged
materials noted on the construction site shall be so marked and removed from the site. All fittings shall be mechanical joint, ductile iron,
manufactured in accordance with AWWA Standard C153. Fittings shall be furnished with a cement-mortar lining of standard thickness class with
a 250 psi pressure rating. Under no circumstances shall any PVC piping be installed utilizing mechanical equipment to seat the joints.
b. Gate Valves - Gate valves shall conform to AWWA Standard C509-87 with mechanical joint, 2" open left operating nut and resilient seat. Valve
shall be Mueller A-2380-20 or approved equal.
c. Butterfly Valves - Butterfly valves shall conform to AWWA Standard C504-80 with mechanical joint, 2" open left operating nut, resilient seat and
shall be equipped with sand bonnet. Valve shall be Mueller or approved equal.
d. Fire Hydrant Assembly - Hydrant shall conform to AWWA Standard C502-85, 1" square open right operating nut, no American Darling units.
Mueller Super Centurion with epoxy coated shoe or American Flo Control Waterous Pacer WB-67-250X with epoxy coated shoe.
e. Fittings - All fittings shall be swing assemblies with anchor couplings.
10. Pipe Wrap: All fittings, valves, fire hydrant shoes and plugs shall be poly-wrapped with 8-mil thick polyethylene plastic wrap, double layered, and
ends securely taped prior to backfill.
11. Bedding: All water main installation shall include bedding. Bedding shall be 3/4" washed rock uniformly graded and compacted. Trench shall be
excavated to a depth below established grade equal to 1/4 of pipe diameter (min. 4"). Bell depressions shall be provided for all joints. In event that
unstable trench conditions are encountered at pipeline grade 1-1/2" uniformly graded washed rock shall be used for stabilization. Bedding material
shall be placed and compacted under and around sides of the pipe. Place bedding in such a manner as to provide solid, uniform bearing surface
for full length of barrel. Minimum 30" backfill above pipe before other than hand compaction equipment is to be used. Note maximum trench width
detail.
12. Backfill: Backfilling of trench shall be performed as soon as practical, subsequent to inspection and approval. Backfilling of acceptable material shall
be placed in lifts not greater than one (1) foot. Backfill shall be compacted to 95% of optimum density in roadway areas and 90% in all other
locations. Compaction testing of bedding and backfill shall be at least five tests per 1,000 feet and at varying depths and locations in accordance
with the requirements of the applicable authority.
13. Joint Restraint: All fittings, tees, plugs, and fire hydrants shall be provided with anchor couplings and/or joint restraint in accordance with ELCO
Specifications. Thrust blocks shall be used only as required per field conditions and as approved or directed by the ELCO field inspector. .
14. Concrete: All concrete construction, including thrust blocks, shall be completed utilizing Type 5 or equal cement only.
15. Asphalt Replacement: In event that asphalt pavement is involved that has been in place less than two years (according to City or County Engineer's
record) and is cut, the cut shall be a minimum of 20 feet in width and will be replaced to the specified depth by a paving machine.
16. Pipe Cover: A minimum cover of 4-1/2 feet shall be maintained throughout the waterline and service line installation, particularly in areas of new
grading and drainage swales. Extra bury depth may be required to maintain minimum cover at drainage culvert crossings and/or fire hydrant runs.
Maximum allowable cover shall be 6 feet, unless specifically approved by the District.
17. Connection to Existing System: All connections to existing waterlines shall be completed at developer's expense by ELCO personnel or the
District's authorized contractor with no exception.
18. Inspection: ELCO shall have the authority to ascertain that all construction of facilities is equal to or better than minimum construction requirements
as set forth in the District's Specifications. The District shall also have the authority to assign an inspector to check any and all work, including all
materials to be incorporated in the work, excavation, bedding, backfill, testing and all construction methods and practices.
19. Testing and Acceptance: All lines shall be pressure tested, chlorinated and flushed by the Contractor in accordance with District Specifications and
under the District's supervision. Upon passing chlorination testing, bacteriological testing will be completed by an accredited water quality control
laboratory. Copies of all passing test results, including soils compaction in the area of water main construction, shall be provided to the District.
20. Project As-Built and Record Drawing Requirements:
a. As-built drawings are prepared by the contractor. They confirm, in red ink, on-site changes to the original construction documents. The As-built
drawings shall be forwarded to project's design engineer for conversion to Record Drawings.
b. Record Drawings are prepared by the project's design engineer and reflect on-site changes the contractor noted in the as-built drawings. The
Record Drawings shall be approved by ELCO prior to Preliminary Acceptance of the project. Record Drawings are to be delivered to the District
in hard copy (11 x 17 format) and electronic format. Hard copy drawing text font size shall be large enough to be legible with font size approved
by the District. Electronic format shall be delivered in Adobe .pdf, AutoCAD and ArcView shape files (release version to be confirmed with
District at time of submittal). These documents shall accurately reflect any change made in the field which varies from the approved construction
plan and including, at a minimum, field dimensions and elevations, horizontal and vertical locations of underground utilities and appurtenances.
Include with the Record Drawings a complete copy of the recorded Filing Plat and a written confirmation of total costs of all water system
improvements involved.
21. Warranty: The Contractor shall warrant all work associated with the waterline installation including, but not limited to the materials, installation
workmanship and surface restoration for a period of two years from date of Preliminary Acceptance. During this warranty period the Contractor shall
repair any defects in the work and maintain the work area. At the close of the two year warranty period and upon satisfactory correction of any
deficiencies noted, the District shall accept the constructed lines and appurtenances as the sole property and responsibility of the ELCO. EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN APPROVAL
timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any
disruption of any utility service as well as the utility companies.
11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider.
Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a
pre-construction meeting may be required prior to commencement of any work.
12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary
sewer should be constructed prior to installation of the water lines and dry utilities.
13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water
Utility.
14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or water is discharged
into a storm sewer, channel, irrigation ditch or any waters of the United States.
15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of
Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan.
16. The Local Entity shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite
drainage facilities shall be the responsibility of the property owner(s).
17. Prior to final inspection and acceptance by the Local Entity, certification of the drainage facilities, by a registered engineer, must be submitted to
and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to
the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater Utility
Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development
Agreement.
18. The Local Entity shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether
resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the Local
Entity failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development.
19. All recommendations of the final drainage and erosion control study (name of the study and date) by (Engineering Firm) shall be followed and
implemented.
20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be
maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping.
21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must
be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by
the Local Entity street inspector.
22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit
is obtained, if applicable.
23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The
Developer shall notify the Local Entity Engineering Inspector (Fort Collins - 221-6605) and the Local Entity Erosion Control Inspector (Fort
Collins – 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements.
24. If the Local Entity Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work in the
Engineer absence. However, the Local Entity reserves the right not to accept the improvement if subsequent testing reveals an improper
installation. The Developer shall be responsible for obtaining soils tests within the Public Right-of- Way after right of way grading and all utility
trench work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not
correspond with the results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section
or, the Developer may use the Local Entity’s default pavement thickness section(s). Regardless of the option used, all final soils/pavement design
reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days
prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the Local Entity Engineer
approves the final report.
25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at
all intersections, inlets, and other locations requested by the Local Entity inspector. The engineer or surveyor must certify in a letter to the Local
Entity that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the
Local Entity before installation of base course or asphalt will be allowed on the streets.
26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the
purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the
property lines and marked so as to reduce the excavation necessary for building connections.
27. Portions of Larimer County are within overlay districts. The Larimer County FloodPlain Resolution should be referred to for additional criteria for
roads within these districts.
28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the
Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval.
29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree
removal requiring a permit.
30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security.
Refer to OSHA Publication 2226, Excavating and Trenching.
31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (Local
Entity, County or State), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall be responsible
for providing any and all traffic control devices as may be required by the construction activities.
32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact Local Entity Traffic Operations
Department, who will temporarily remove or relocate the sign at no cost to the contractor; however, if the contractor moves the traffic sign then the
contractor will be charged for the labor, materials and equipment to reinstall the sign as needed.
33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development’s
local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and
from the Development.
34. There shall be no site construction activities on Saturdays, unless specifically approved by the Local Entity Engineer, and no site construction
activities on Sundays or holidays, unless there is prior written approval by the Local Entity.
35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these
drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise.
36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for
clarification, and annotate the dimension on the as-built record drawings.
37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and
specifications, and a copy of any permits and extension agreements needed for the job.
38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications,
the Developer shall contact the Designer and the Local Entity Engineer immediately.
39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the
Local Entity’s Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the Local Entity Engineer.
40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as
the basis of bearings. The information shall be as follows:
PROJECT DATUM: NAVD88
BENCHMARK 92-14 AT THE NORTHEAST CORNER OF DOUGLAS ROAD AND TURNBERRY ROAD, ON THE SOUTHWEST
CORNER OF A BRIDGE OVER LARIMER CANAL DITCH.
ELEVATION: 5075.10
BENCHMARK 92-15 AT DOUGLAS ROAD AND COUNTY ROAD 13, ON A LARIMER COUNTY BRASS CAP, ON THE SOUTHWEST
CORNER OF A BRIDGE OVER LARIMER CANAL DITCH.
ELEVATION: 5123.89
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29
UNADJUSTED FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED:
NGVD29 UNADJUSTED = NAVD88 - 3.17'
41. All stationing is based on centerline/flowline (insert proper word) of roadways unless otherwise noted.
42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters,
landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like
kind at the Developer’s expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the
issuance of the first Certificate of Occupancy.
43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing
street condition shall be documented by the Local Entity Construction Inspector before any cuts are made. Patching shall be done in accordance
with the Local Entity Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be paved
with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width, including the patched area,
may be required. The determination of need for a complete overlay shall be made by the Local Entity Engineer and/or the Local Entity Inspector at
the time the cuts are made.
44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before
construction, or to the grades and condition as required by these plans.
45. Standard Handicap ramps are to be constructed at all curb returns and at all “T” intersections.
46. After acceptance by the Local Entity, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship
defects for a minimum period of two years from the date of acceptance.
47. The Local Entity shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and
pipes, for the following private streets: (list).
48. Approved Variances are listed as follows: (Plan set must have a list of all applicable variances for the project).
CONSTRUCTION NOTES
A. Grading and Erosion and Sediment Control Notes
1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site.
2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans.
3. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All
other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project
schedule, construction plans, and erosion control report.
4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property
sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion
control facilities shown herein.
5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the
area(s) required for immediate construction operations, and for the shortest practical period of time.
6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition
by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside
project street rights-of- way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent
erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the Local Entity.
7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall:
a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in
order to ensure the continued performance of their intended function.
b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector.
c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector.
8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and
debris from all drainage infrastructure and other public facilities.
9. The contractor shall clean up any inadvertent deposited material immediately and make sure streets are free of all materials by the end of each
working day.
10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to
cause their release into any waters of the United States.
11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering,
and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched.
12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and
before turning the maintenance over to the Local Entity or Homeowners Association (HOA).
13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant
or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout,
chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the
proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations.
14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and
located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout material
will be removed and properly disposed of prior to the area being restored.
15. To ensure that sediment does not move off of individual lots one or more of the following sediment/erosion control BMPs shall be installed and
maintained until the lots are sufficiently stabilized, as determined by the erosion control inspector, (Within Loveland GMA and City Limits Only).
a. Below all gutter downspouts.
b. Out to drainage swales.
c. Along lot perimeter.
d. Other locations, if needed.
16. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever
measures are determined necessary, as directed by the City/County.
17. A vehicle tracking control pad shall be installed when needed for construction equipment, including but not limited to personal vehicles exiting
existing roadways. No earthen materials, i.e. stone, dirt, etc. shall be placed in the curb & gutter or roadway as a ramp to access temporary
stockpiles, staging areas, construction materials, concrete washout areas, and/or building sites.
18. Add notes to reflect the stormwater runoff control plan of the individual development.
B. Street Improvements Notes
1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here.
2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the Local Entity Engineer for approval,
prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be
submitted for approval prior to placement of any asphalt.
3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to
create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can
be made. Wheel cuts shall not be allowed unless approved by the Local Entity Engineer in Loveland.
4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the
subgrade has been inspected and approved by the Local Entity Engineer.
5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings
are not allowed.
6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing
street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter
25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay
shall be made by the Local Entity Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the
new asphalt overlay work.
7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as
per the Right-of-Way Work Permit traffic control plan.
8. The Developer is required to perform a gutter water flow test in the presence of the Local Entity Inspector and prior to installation of asphalt. Gutters
that hold more than ¼ inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly.
9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full
depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required.
The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single
axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. “Proof roll” vehicles shall not travel at speeds greater
than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the Local Entity
Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The Local Entity Engineer shall be notified at
least 24 hours prior to the “proof roll.” All “proof rolls” shall be preformed in the presence of an Inspector.
C. Traffic Signing and Pavement Marking Construction Notes
1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction
Notes listed here.
2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic.
3. All signage shall be per Local Entity Standards and these plans or as otherwise specified in MUTCD.
4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads.
5. All lane lines for concrete pavement should be epoxy paint.
6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement
of the same. Their placement shall be approved by the Local Entity Engineer prior to permanent installation of striping and symbols.
7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards.
8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction.
9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings.
10. All sign posts shall utilize break-away assemblies and fasteners per the Standards.
11. A field inspection of location and installation of all signs shall be performed by the Local Entity Engineer. All discrepancies identified during the field
inspection must be corrected before the 2-year warranty period will begin.
12. The Developer installing signs shall be responsible for locating and protecting all underground utilities.
13. Special care shall be taken in sign location to ensure an unobstructed view of each sign.
14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period, the Local Entity
Engineer reserves the right to require additional signage and/or striping if the Local Entity Engineer determines that an unforeseen condition
warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the
2-year warranty period for new construction (except fair wear on traffic markings).
15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail.
D. Storm Drainage Notes
1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of
onsite drainage facilities shall be the responsibility of the property owner(s).
2. All recommendations of the final drainage and erosion control study (name of the study and date) by (Engineering Firm) shall be followed and
implemented.
3. Prior to final inspection and acceptance by The City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by
submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two
weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the
Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the
Development Agreement.
E. Waterline Note
1. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water
Utility.
Northern Engineering Services, Inc.
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
VICINITY MAP
NORTH
I hereby affirm that these final
construction plans were prepared
under my direct supervision, in
accordance with all applicable City
of Fort Collins and State of
Colorado standards and statutes,
respectively; and that I am fully
responsible for the accuracy of all
design. revisions, and record
conditions that I have noted on
these plans.
These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility
by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness
of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities
required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort
Collins for additional quantities of items shown that may be required during the construction phase.
DISCLAIMER STATEMENT:
CERTIFICATION STATEMENT:
PROJECT DATUM: NAVD88
BENCHMARK 92-14 AT THE NORTHEAST CORNER OF DOUGLAS ROAD AND
TURNBERRY ROAD, ON THE SOUTHWEST CORNER OF A BRIDGE OVER LARIMER
CANAL DITCH.
ELEVATION: 5075.10
BENCHMARK 92-15 AT DOUGLAS ROAD AND COUNTY ROAD 13, ON A LARIMER
COUNTY BRASS CAP, ON THE SOUTHWEST CORNER OF A BRIDGE OVER LARIMER
CANAL DITCH.
ELEVATION: 5123.89
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM.
SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR
VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING
EQUATION SHOULD BE USED: NGVD29 UNADJUSTED = NAVD88 - 3.17'
Northern Engineering Services, Inc.
Project No. 103-005
Date: July 11, 2006
ORIGINAL FIELD SURVEY BY:
Earth Engineering Consultants, Inc.
Preliminary Geotechnical Exploration - Boma Farm Development
Fort Collins, Colorado
EEC Project No. 1062013
Date: February 22, 2006
PROJECT BENCHMARKS:
ENGINEER ING
N O R T H E RN
ENGINEER ING
N O R T H E RN
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
SITE ENGINEER
SURVEYOR
CS1 COVER SHEET
CS2-CS3 GENERAL AND CONSTRUCTION NOTES
EX1-EX2 EXISTING CONDITIONS AND DEMOLITION PLAN
OG1 OVERALL GRADING PLAN
G1-G6 GRADING PLAN
OU1 OVERALL UTILITY PLAN
U1-U6 UTILITY PLAN
SS1 OFFSITE SANITARY SEWER
R1-R2 STREET A PLAN AND PROFILE
R3-R4 STREET B PLAN AND PROFILE
R5 STREET C PLAN AND PROFILE
R6 STREET D PLAN AND PROFILE
R7-R8 STREET E PLAN AND PROFILE
R9-R11 EAST DOUGLAS ROAD PLAN AND PROFILE
R12-R13 TURNBERRY ROAD PLAN AND PROFILE
XS1-XS3 EAST DOUGLAS ROAD ROADWAY CROSS SECTIONS
XS4-XS5 TURNBERRY ROAD ROADWAY CROSS SECTIONS
DR1 DRAINAGE EXHIBIT
PROJECT
LOCATION
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
The Birdsall Group, LLC
444 Mountain Avenue
Berthoud, CO 80513
(970) 532-5891
PLANNER/
LANDSCAPE ARCHITECT
DEVELOPER/APPLICANT
Crystal Cove Development, LLC
8020 S County Road 5, Unit 200
Fort Collins, CO 80528
(970) 204-9393