HomeMy WebLinkAboutCOUNTRY CLUB RESERVE - FDP180030 - SUBMITTAL DOCUMENTS - ROUND 2 - UTILITY PLANSLOCAL RESIDENTIAL
(53' ROW)
2-LANE ARTERIAL STREET
(78' ROW)
BETHPAGE DR. EAST DOUGLAS ROAD
WINGED FOOT DR.
KIAWAH DR.
CARNOUSTIE DR.
ROYAL TROON AVE.
2-LANE ARTERIAL STREET
(72' ROW)
TURNBERRY ROAD
Sheet
of 68
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) 498-0604
STORMWATER- City of Fort Collins Utilities--------------------------------------(970) 221-6700
FIBER OPTICS-- Colorado State University---------------------------------------(970) 491-0187
UTILITY CONTACT LIST: *
UTILITY COMPANY
MARCH 2019
SHEET INDEX
FINAL 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 68
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 68
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").
4" W
4" W 4" W 4" W
4" W 4" W
4" W 4" W 4" W
4" W 4" W
4" W 4" W 4" W
4" 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
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W
V
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X
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X
X X
X
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G
G G
G G
G G
G G
G
4" W 4" W
4" W 4" W 4" W
4" W
4" W 4" W 4" W
4" W 4" W
4" W 4" W 4" W
B M
V.P.
W
W W
W
W
W
W
W W
W
W W
W
X X X
X
G
G
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G
G G
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G G
G G
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LOD LOD LOD LOD
LOD
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LOD
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LOD
LOD LOD
LOD
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LOD LOD
LOD LOD LOD
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LOD
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GAS
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LOD LOD LOD
LOD
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LOD LOD
LOD
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LOD
LOD
LOD
LOD LOD
LOD
LOD LOD
LOD
V.P.
V.P.
V.P.
A.R.V.
GAS
X X
X
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G X X
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G
G G G G G
G
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G
E E
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WV
WV
X
X X
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X X
LOD LOD
LOD
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LOD
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LOD
LOD LOD
LOD
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LOD
LOD
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F
E
S
TELE
X X X
X
UD UD
UD UD UD UD
WINGED FOOT DR.
CARNOUSTIE DR.
E. DOUGLAS ROAD
ROYAL TROON AVE.
RAIN GARDEN 3
SIDEWALK AND
CONCRETE CHASE MIDBLOCK
CROSS PAN
POND 3 (WETLANDS)
PERMANENT WATER SURFACE
ELEVATION = 5079
(79.80)
(79.19)
(78.73)
(78.84)
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
V.GAS GAS P.
GAS
OHE
OHE
OHE OHE OHE OHE OHE
OHE
OHE
OHE OHE
OHE OHE
OHE
ST
UD
UD
UD
KIAWAH DR.
TURNBERRY ROAD
E. DOUGLAS ROAD
WINGED FOOT DR.
SWALE
10' CROSSPAN
RAIN GARDEN 1
NHBZ
LANDSCAPING WALLS
SWALE
CURB INLET
OUTFALL
"STOP"
SIGN
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
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
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
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
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E
E
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X X X
X
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U
D
UD UD
UD
CARNOUSTIE DR.
BALTUSROL DR.
ROYAL TROON AVE.
SIDEWALK
CHASE
RAIN GARDEN 2
FLAT BOTTOM SWALE
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
X X X X X X X X
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G
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G
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X X X X X
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GAS
V.P. V.P.
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X
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G
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G
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G
G
G G
G G G
G
G
G
G
G
EC2
EROSION CONTROL DETAILS
14
Sheet
of 68
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
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
3'-4'
ADJACENT ROLLS SHALL
TIGHTLY ABUT
W1 NOTES:
INSTALLATION:
WHEN INSTALLING RUNNING LENGTHS OF WATTLES, BUTT THE SECOND
WATTLE TIGHTLY AGAINST THE FIRST, DO NOT OVERLAP THE ENDS. STAKE
THE WATTLES AT EACH END AND FOUR FOOT ON CENTER. FOR EXAMPLE:
A 25 FOOT WATTLE USES 6 STAKES
A 20 FOOT WATTLE USES 5 STAKES
A 12 FOOT WATTLE USES 4 STAKES
STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE.
LEAVING 2 - 3 INCHES OF THE STAKE PROTRUDING ABOVE THE WATTLE. A
HEAVY SEDIMENT LOAD WILL TEND TO PICK THE WATTLE UP AND COULD
PULL IT OFF THE STAKES IF THEY ARE DRIVEN DOWN TOO LOW. IT MAY BE
NECESSARY TO MAKE A HOLE IN THE WATTLE WITH A PICK END OF YOUR
MADDOX IN ORDER TO GET THE STAKE THROUGH THE STRAW. WHEN
STRAW WATTLES ARE USED FOR FLAT GROUND APPLICATIONS, DRIVE THE
STAKES STRAIGHT DOWN; WHEN INSTALLING WATTLES ON SLOPES, DRIVE
THE STAKES PERPENDICULAR TO THE SLOPE.
DRIVE THE FIRST END STAKE OF THE SECOND WATTLE AT AN ANGLE
TOWARD THE FIRST WATTLE IN ORDER TO HELP ABUT THEM TIGHTLY
TOGETHER. IF YOU HAVE DIFFICULTY DRIVING THE STAKE INTO EXTREMELY
HARD OR ROCKY SLOPES, A PILOT BAR MAY BE NEEDED TO BEGIN THE
STAKE HOLE.
1"x 1" WOOD STAKES
18"-24"
BAILING WIRE OR
NYLON ROPE
4" W 4" W 4" W
4" W 4" W
4" W 4" W
4" W 4" W
4" W 4" W 4" W
4" W 4" W
4" W 4" W 4" W
4" W
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
V
V..P. P.
A.R.V.
GAS
GAS
V.P.
V.P.
X
X
X
X
X
X
G
G G
G
G
G
G
12" W 12" W 12" W 12" W 12" W 12" W
12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
12" W 12" W
8" W 8" W 8" W
8" W
8" W
8" W 8" W
8" W
8" W 8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" SS
SD
8" SS 8" SS 8" SS
8" SS 8" SS 8" SS
SD
SD SD SD
SD
SD SD
SD SD SD SD
8" SS
8" SS 8" SS 8" SS
SD
S
S S
S
S
W
W
W
W
W
W
W
W
W
S
S
S S
S W
4" W 4" W
4" W 4" W
4" W 4" W 4" W
4" W
4" W
4" W 4" W 4" W
4" W 4" W
4" W 4" W
4" W 4" W
W
W
W W W W W W W
W
UD UD UD UD UD UD
12" W 12" W
12" W 12" W 12" W 12" W 12" W 12" W
12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
8" W 8" W
8" W 8" W
8" W 8" W
8" W 8" W 8" W
8" W
8" W
8" W 8" W 8" W
8" W 8" W
8" W 8" W 8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W 8" W 8" W 8" W
8" W
8" W
8" W 8" W
8" W
8" W
8" W
8" W
SD
SD
SD SD SD
SD
SD SD
SD
SD SD SD
SD
SD SD SD
SD
SD
SD SD
SD
SD SD
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS 8" SS 8" SS
8" SS 8" SS 8" SS 8" SS
8" SS 8" SS 8" SS 8" SS 8" SS
8" SS 8" SS
8" SS
8" SS
8" SS
8" SS 8" SS
8" SS
8" SS 8" SS
8" SS 8" SS
8" SS
8" SS
UD
UD
UD
15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS
15" SS
15" SS 15" SS 15" SS 15" SS
12" W 12" W 12" W 12" W
12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W 8" W
8" W
8" W
8" W
8" W
8" W 8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" SS 8" SS
8" SS
8" SS 8" SS
SD SD
SD
SD
SD
SD
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS 8" SS
8" SS 8" SS 8" SS
8" SS 8" SS 8" SS
SD
SD
SD
SD SD
SD SD
SD SD SD SD
SD SD
SD
SD
SD SD
SD SD
SD
8" SS
SD SD
8" W
8" W
8" W
8" W
8" W
8" W 8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W 8" W
8" SS 8" SS 8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS 8" SS
8" SS 8" SS 8" SS
SD SD SD
SD SD
SD SD
SD
SD
SD
SD SD
SD
SD SD
8" SS 8" SS
SD
SD
SD
S
S
S
S
W
W
W
S
S
S
S
S
S
S
S
S
S S
S
S
UD
UD UD
UD
8" W 8" W 8" W
8" W
8" W
8" W
8" W
8" W
8" W 8" W
8" W
8" W
8" W 8" W
8" W
8" W
8" W 8" W 8" W 8" W 8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W 8" W
8" W
8" SS
8" SS 8" SS
8" SS 8" SS 8" SS
8" SS 8" SS 8" SS
8" SS 8" SS
8" SS
8" SS
8" SS
8" SS
8" SS 8" SS
8" SS
8" SS
8" SS 8" SS
8" SS 8" SS 8" SS 8" SS 8" SS
8" SS
8" SS 8" SS
8" SS
8" SS
SD
SD SD SD
SD
SD
8" SS
8" SS
8" SS
8" SS
8" SS 8" SS 8" SS 8" SS 8" SS 8" SS
8" SS 8" SS
SD
SD SD
SD
SD SD
SD SD
SD
SD
15" SS
15" SS
15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS
15" SS 15" SS
8" SS 8" SS 8" SS
8" SS 8" SS 8" SS
8" SS
8" SS 8" SS 8" SS
8" SS 8" SS 8" SS
8" SS 8" SS
8" SS 8" SS 8" SS
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
14" W 14" W 14" W 14" W 14" W 14" W
14" W 14" W
14" W 14" W 14" W 14" W 14" W 14" W
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
15" SS 15" SS
15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS
24" W 24" W 24" W
24" W
24" W 24" W 24" W 24" W 24" W 24" W
24" W 24" W
24" W 24" W 24" W 24" W 24" W 24" W
24" W 24" W
24" 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
14"W 1976 (AC) 14"W 1976 (AC) 14"W 1976 (AC)
(DIP)
(DIP)
(DIP)
M
H
EX SSMH
STA 10+00.00
N: 145951.06
E: 205326.49
45.76 LF 15" PVC @ 0.16%
173.77 LF 15" PVC @ 0.15% 399.98 LF 15" PVC @ 0.15%
SSMH OS8
STA 12+19.53
N: 146136.36
E: 205372.73 SSMH OS7
STA 16+19.51
N: 146536.32
E: 205377.25
400.00 LF 15" PVC @ 0.15%
SSMH OS6
STA 20+19.51
N: 146936.29
E: 205381.76
399.99 LF 15" PVC @ 0.15%
TURNBERRY ROAD
5045
5050
5055
5060
5065
5070
5075
5080
5045
5050
5055
15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS
G G
G
G
W W
W
X X
X X
X X
W
B
F
P
V
AULT
CABLE
X X
T
T T
T
V.P.
GAS
V.P.
M
B
F
P
OHE OHE OHE OHE OHE OHE OHE
OHE OHE
OHE
OHE
OHE OHE OHE OHE
X X
X
X X
X
X
X
X X
W W
W
W
W W W
W W
W W
W W
W W W
W
W W
W
W W
14"W 1976 (AC) 14"W 1976 (AC) 14"W 1976 (AC)
W
WV
WV
H
Y
D
24" W 24" W 24" W 24" W
W W
LOD
LOD LOD
15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS
15" SS 15" SS 15" SS 15" SS 15" SS
8" SS
8" SS 8" SS 8" SS
SD SD
SD SD
SD SD
SD SD
SD
SD SD
SD
SD SD SD
W
W
S
S
S
14" W
14" W 14" W 14" W
14" W
14" W 14" W 14" W 14" W 14" W 14" W
14" W 14" W
14" W 14" W
V.P.
X X X X
X X
X
X
X
G
G
W
W
X X X X
X
MGAS
T
T
T
GAS
V.P.
M
B
F
P
X
X
X X
X
OHE OHE OHE OHE
OHE
OHE OHE OHE
OHE OHE
OHE
OHE OHE
ST
ST ST
W
UD
UD
UD
15" SS 15" SS
15" SS
15" SS 15" SS 15" SS 15" SS 15" SS
12" W
12" W 12" W
8" W
8" W
8" W
8" W
8" SS
8" SS
8" SS 8" SS
SD SD
SD
SD SD
W
W
W
W
W
W
S
S
S
S
S
14" W 14" W 14" W
14" W
14" W 14" W 14" W 14" W
4" W 4" W
4" W
B M
WV
WV
WV
WV
WV
WV
X
X
X X
V.P.
VAULT
CABLE
BOX
CABLE
H2O
X
V.GAS GAS P.
10" W 10" W
10" W
10" W
W
W
W W
OHE
OHE
5045
5050
5055
5060
5065
5070
5075
5080
5085
5090
5045
5050
5055
5060
5065
5070
5075
5080
5085
5090
22+00 21+00 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50
PROPOSED GRADE
EXISTING GRADE
OIL AND GAS
ACCESS
CROSSING
SSMH A1
STA 10+00.00
RIM 5069.1±
INV. IN 5055.81 (N)
INV. IN 5056.19 (W)
INV. OUT 5055.61 (S)
161.42 LF 8" PVC @ 0.60%
SSMH A2
STA 11+61.42
RIM 5067.2±
INV. IN 5057.36 (W)
INV. OUT 5057.16 (E)
400.00 LF 8" PVC @ 0.60%
SSMH A3
STA 15+61.41
RIM 5073.7±
INV. IN 5059.96 (W)
INV. OUT 5059.76 (E)
176.30 LF 8" PVC @ 1.28%
SSMH A4
STA 17+37.71
RIM 5071.6±
INV. IN 5062.43 (W)
INV. OUT 5062.23 (E)
420.49 LF 8" PVC @ 0.50%
SSMH A5
STA 21+58.20
RIM 5074.7±
INV. IN 5064.80 (SW)
INV. IN 5064.80 (N)
INV. OUT 5064.53 (E)
W W
W
W
B
B
LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
LOD LOD
LOD
UD
UD
UD
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W 8" W 8" W 8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
SD SD
SD
SD SD SD
SD
SD
SD
SD
SD
SD
SD SD
SD
SD
SD
SD
SD
SD
SD
SD
W W W W
W
W
W
W
W
W
W
G
G
G
G
G
G
G G G
G
G
E
E E
E
E
E E E E E
E
B
B
LOT 6
LOD
LOD LOD
LOD LOD LOD
LOD LOD
LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
UD
UD
UD
8" W 8" W
8" W 8" W
8" W 8" W
8" W 8" W
8" W
8" W
8" W
8" W
8" W 8" W
8" W
8" W
8" W
8" W
8" W 8" W
8" W
8" W
5055
5060
5065
5070
5075
5080
5085
5090
5095
5100
5055
5060
5065
5070
5075
5080
5085
5090
5095
5100
19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50
PROPOSED GRADE
EXISTING GRADE
SSMH A6
STA 12+38.20
RIM 5076.7±
INV. IN 5067.38 (W)
INV. IN 5067.38 (N)
INV. OUT 5067.18 (S)
251.23 LF 8" PVC @ 0.51%
SSMH A7
STA 12+51.23
RIM 5078.5±
INV. IN 5068.86 (NW)
INV. OUT 5068.66 (E)
111.56 LF 8" PVC @ 1.00%
SSMH A8
STA 13+62.79
RIM 5079.3±
INV. IN 5070.18 (NW)
INV. OUT 5069.98 (SE)
253.23 LF 8" PVC @ 1.00%
SSMH A9
STA 16+16.02
RIM 5084.4±
INV. IN 5072.91 (NW)
INV. OUT 5072.71 (SE)
70.32 LF 8" PVC @ 0.51%
SSMH A10
STA 16+86.34
RIM 5085.1±
INV. IN 5073.47 (N)
INV. OUT 5073.27 (SE)
70.45 LF 8" PVC @ 0.51%
SSMH A11
STA 17+56.80
RIM 5084.6±
INV. IN 5074.03 (N)
INV. OUT 5073.83 (S)
76.00 LF 8" PVC @ 0.50%
UD UD UD UD
8" W 8" W
8" W 8" W
8" W 8" W
8" W 8" W 8" W
8" W 8" W
8" W 8" W 8" W
8" W 8" W
8" W 8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W 8" W
8" W 8" W
8" W 8" W
8" W
8" W
8" W
8" W
8" W
8" W
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
5075
5080
5085
5090
5095
5100
5105
5110
5115
5120
5075
5080
5085
5090
5095
5100
5105
5110
5115
5120
19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50
SSMH A13
STA 12+73.38
RIM 5089.3±
INV. IN 5078.91 (S)
INV. IN 5078.91 (N)
INV. OUT 5078.71 (E)
385.60 LF 8" PVC @ 1.55%
SSMH A14
STA 13+85.60
RIM 5096.2±
INV. IN 5085.10 (W)
INV. OUT 5084.90 (N)
88.52 LF 8" PVC @ 2.50%
SSMH A15
STA 14+74.13
RIM 5098.5±
INV. IN 5087.51 (W)
INV. OUT 5087.31 (E)
123.73 LF 8" PVC @ 2.50%
SSMH A16
STA 15+97.86
RIM 5101.6±
INV. IN 5090.81 (SW)
INV. OUT 5090.61 (E)
128.15 LF 8" PVC @ 2.50%
SSMH A17
STA 17+26.00
RIM 5104.9±
INV. IN 5094.21 (SW)
INV. OUT 5094.01 (NE)
152.47 LF 8" PVC @ 4.00%
SSMH A18
STA 18+78.47
RIM 5111.3±
INV. OUT 5100.31 (NE)
PROPOSED GRADE
EXISTING GRADE
8" W
8" W 8" W
5050
5055
5060
5065
5070
5075
5080
5085
5090
5095
5050
5055
5060
5065
5070
5075
5080
5085
5090
5095
17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+75
PROPOSED GRADE
EXISTING GRADE
SSMH B1
STA 10+00.00
RIM 5071.8±
INV. IN 5057.19 (W)
INV. IN 5057.19 (N)
INV. OUT 5057.09 (S)
166.27 LF 8" PVC @ 3.00%
SSMH B2
STA 11+66.27
RIM 5073.0±
INV. IN 5062.38 (NW)
INV. OUT 5062.18 (E)
117.25 LF 8" PVC @ 3.00%
SSMH B3
STA 12+83.53
RIM 5074.5±
INV. IN 5066.10 (NW)
INV. OUT 5065.90 (SE)
400.05 LF 8" PVC @ 2.00%
SSMH B4
STA 16+83.57
RIM 5084.6±
INV. IN 5074.20 (SW)
INV. IN 5074.20 (N)
INV. OUT 5074.10 (SE)
UD
UD
UD
15" SS 15" SS 15" SS
15" SS
15" SS 15" SS 15" SS 15" SS 15" SS
8" W
8" W
8" W
8" W
8" W
8" W
W W
W
W
E
E E
E
B
LOD
LOD
LOD
LOD
LOD
UD UD UD UD
8" W 8" W
8" W 8" W 8" W
8" W 8" W
8" W 8" W
8" W
SD SD
SD SD
SD SD
SD
SD SD
SD
8" SS
8" SS 8" SS 8" SS 8" SS
8" SS 8" SS 8" SS
8" SS
S
D SD SD
SD SD
SD
SD
SD SD SD SD
SD
SSS
S
S
S
S
W W
W
W
W
W W W
W
W W
W W
W W
W W
W
S S
S S S
S S
S
S S S
S
SD A3 CO
STA 14+20.52
N: 149833.60
V.P.
X
W
W W
W W W
W W
W W
14"W 1976 (AC)
15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS
8" W
8" W
8" W
8" W
8" SS 8" SS
8" SS 8" SS
SD SD
SD
SD
SD
SD SD
SD SD
W
W
W
W
W
W
W
S
S
S
S
S
S
14" W 14" W
14" W 14" W
14" W 14" W
14" W 14" W
SD CO B1
STA 13+11.46
N: 149646.56
E: 205249.21
SD B2 CO
STA 12+46.25
N: 149645.26
E: 205314.40
SB B3 45° BEND
STA 10+39.43
N: 149438.46
E: 205312.04
SD B4 45° BEND
STA 10+10.78
N: 149418.43
E: 205291.56
OUTFALL A5
STA 10+00.00
N: 149407.65
E: 205291.43
10.78 LF 6" HDPE @ 1.70%
65.21 LF 6" HDPE @ 1.20%
V.P.
V.P.
X
W
W W
W W
W
W
14"W 1976 (AC)
LOD
15" SS 15" SS 15" SS
15" SS
15" SS
SD SD
SD
SD SD
SD
14" W
14" W 14" W 14" W 14" W 14" W
FES A1
STA 10+54.52
N: 149456.45
E: 205527.71
71.76 LF 15" RCP @ 1.00%
MH A2
STA 11+26.29
N: 149528.21
E: 205528.17
179.38 LF 15" RCP @ 1.00%
MH A3
STA 13+05.67
N: 149530.23
E: 205348.80
90.79 LF 15" RCP @ 1.00%
MH A4
STA 13+96.45
N: 149439.46
E: 205347.38
63.61 LF 15" RCP @ 0.50%
OUTFALL A5
STA 14+60.07
N: 149405.46
E: 205293.61
TURNBERRY ROAD
NO. 8 DITCH
EXISTING
DROP STRUCTURE
5030
5035
5040
5045
5050
5055
5060
5065
5070
5075
5080
5085
5030
15" SS
15" SS 15" SS 15" SS 15" SS 15" SS
15" SS
SD
SD
SD
SD SD
14" W 14" W
14" W
14" W 14" W
14" W 14" W
V.P.
X
W
W W
W W W
W
W
14"W 1976 (AC)
HEADWALL B1
STA 12+08.09
N: 149697.27
E: 205337.34
FES B2
STA 10+00.00
N: 149489.20
E: 205334.99
208.09 LF 24" HDPE @ 0.50%
KIAWAH DR.
TURNBERRY ROAD
5050
5055
5060
5065
5070
5075
5080
5085
5090
5095
5050
5055
5060
5065
5070
5075
5080
5085
5090
5095
9+50 10+00 11+00 12+00 13+00
208.09 LF 24" HDPE @ 0.50%
FES B2
STA 10+00.00
RIM 5067.4±
INV. IN 5065.19 (N)
HEADWALL B1
STA 12+08.09
RIM 5068.4±
INV. OUT 5066.23 (S)
4" W 4" W 4" W
4" W 4" W
4" W 4" W 4" W
4" W 4" W
4" W 4" W 4" W
4" W 4" W
4" W 4" W
4" W 4" W
4" W 4" W 4" W
W
W W
W
W
E
E
E
E
E
F
E
S
M
F
E
S
T
ELE
X X
X
F
E
S
M
F
E
S
X X X X X
TH
TH
TH
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 1976 (AC)
10"W 1976 (AC)
4" (AC)
W
W
LOD LOD
LOD
LOD
LOD
LOD
LOD
12" W
12" W
12" W 12" W 12" W
4" W 4" W
4" W
4" W 4" W
4" W
W
W
W W
W
W W
E
E E E
E
E E
X X
T
ELE
M
X X X
10" W
10" W 10" W 10" W 10" W 10" W
OHE OHE OHE OHE
AW
4" (AC)
W
WINGED
FOOT DR.
SEE SHEET R2
E. DOUGLAS RD
SEE SHEET
R9
BALTUSROL
DR.
/
BALTUSROL CT.
SEE SHEET
R6
BETHPAGE DR.
BETHPAGE DR.
4.5' SIDEWALK
4.5' SIDEWALK
P
P
P
53' ROW
30'
-
9' UTILITY EASEMENT
9' UTILITY EASEMENT
∆
∆
5080
5085
5090
5095
5100
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
PROPOSED
GRADE
EXISTING
GROUND
0.50%
0.90%
0.80%
-0.50%
1.20%
-1.30%
-0.90%
-2.10%
-1.70%
-1.90%
PVI STA = 10+00.00
PVI ELEV = 5089.29
PVI STA = 10+13.83
PVI ELEV = 5088.97
PVI STA = 12+27.62
PVI ELEV = 5084.90
PVI STA = 13+10.65
PVI ELEV = 5083.16
PVI STA = 13+35.65
PVI ELEV = 5082.74
PVI STA = 13+60.65
PVI ELEV = 5082.41
PVI STA = 13+85.65
PVI ELEV = 5082.18
PVI STA = 14+10.65
PVI ELEV = 5082.06
PVI STA = 14+13.65
PVI ELEV = 5082.00
PVI STA = 14+16.65
PVI ELEV = 5082.06
PVI STA = 14+41.65
PVI ELEV = 5082.18
PVI STA = 14+66.65
PVI ELEV = 5082.41
PVI STA = 15+78.15
PVI ELEV = 5083.75
PROPOSED
GRADE
EXISTING
GROUND
5089.29
5088.75
5088.28
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
PROPOSED
GRADE
EXISTING
GROUND
3.64%
3.33%
-2.50%
0.80%
-3.00%
-3.00%
PVI STA = 25+36.81
PVI ELEV = 5081.23
PVI STA = 25+86.81
PVI ELEV = 5079.73
PVI STA = 25+91.81
PVI ELEV = 5079.60
PVI STA = 25+96.81
PVI ELEV = 5079.77
PVI STA = 26+26.81
PVI ELEV = 5080.86
190.0' VC
HP ELEV = 5088.67
HP STA = 22+13.63
PVI STA = 22+68.63
PVI ELEV = 5089.27
BVCS: 21+73.63
BVCE: 5088.51
EVCS: 23+63.63
EVCE: 5086.42
A.D. = 3.80
K = 50.00
PROPOSED
GRADE
EXISTING
GROUND
5086.92
5087.12
5087.32
5087.52
5087.72
5087.92
5088.12
5088.32
5088.52
5088.65
5088.66
5088.54
5065
5070
5075
5080
5085
5090
5065
5070
5075
5080
5085
5090
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50
-2.25%
1.88%
-2.60%
-1.20%
-1.60%
PVI STA = 10+00.00
PVI ELEV = 5084.61
PVI STA = 10+13.83
PVI ELEV = 5084.30
PVI STA = 16+83.60
PVI ELEV = 5071.84
PVI STA = 16+54.60
PVI ELEV = 5071.26
PVI STA = 15+99.60
PVI ELEV = 5072.19
PVI STA = 16+49.60
PVI ELEV = 5071.39
98.0' VC
PVI STA = 13+76.59
PVI ELEV = 5074.86
BCVS: 13+27.57
BVCE: 5076.14
ECVS: 14+25.60
EVCE: 5074.27
A.D. = 1.40
K = 70.00
PROPOSED
GRADE
EXISTING
GROUND
5084.61
5084.01
5083.36
5082.71
5082.06
5081.41
5080.76
5080.11
5079.46
5078.80
5078.15
5077.50
5076.85
5076.20
5075.59
5075.06
5074.63
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 19+00
-0.60%
2.25%
1.24%
-1.30%
-2.36%
-0.52%
-0.90%
PVI STA = 10+00.00
PVI ELEV = 5083.94
PVI STA = 10+13.86
PVI ELEV = 5083.86
PVI STA = 18+35.68
PVI ELEV = 5076.81
PVI STA = 18+18.85
PVI ELEV = 5076.42
PVI STA = 10+16.86
PVI ELEV = 5083.78
PVI STA = 10+19.86
PVI ELEV = 5083.86
PVI STA = 16+56.04
PVI ELEV = 5078.34
PVI STA = 17+14.13
PVI ELEV = 5077.82
108.1' VC
HP ELEV = 5085.23
HP STA = 11+48.46
PVI STA = 11+65.18
PVI ELEV = 5085.67
BVCS: 11+11.15
BVCE: 5084.99
EVCS: 12+19.21
EVCE: 5084.39
A.D. = 3.60
K = 30.00
92.1' VC
PVI STA = 14+25.26
PVI ELEV = 5079.53
BCVS: 13+79.21
BVCE: 5080.62
ECVS: 14+71.32
EVCE: 5079.29
A.D. = 1.84
K = 50.00
PROPOSED
GRADE
EXISTING
GROUND
B
B
BETHPAGE DR.
SEE SHEET R1
4.5' SIDEWALK
BALTUSROL DR.
4.5' SIDEWALK
BALTUSROL CT.
∆
∆
30' -
53' ROW
9' UTILITY
EASEMENT (TYP.)
9' UTILITY
EASEMENT (TYP.)
5095
5100
5105
5110
5115
5120
5095
5100
5105
5110
5115
5120
9+50 10+00 11+00 12+00 13+00 14+00
-4.50%
-2.50%
PVI STA = 10+00.00
PVI ELEV = 5113.09
100.0' VC
PVI STA = 11+96.20
PVI ELEV = 5104.26
BCVS: 11+46.22
BVCE: 5106.51
ECVS: 12+46.19
EVCE: 5103.01
A.D. = 2.00
K = 50.00
5113.09
5111.97
5110.84
5109.72
5108.59
5107.47
5106.34
5105.30
5104.38
5103.59
5102.92
5102.29
5101.67
5101.04
5100.42
5099.79
PROPOSED
GRADE
5065
5070
5075
5080
5085
5090
5065
5070
5075
5080
5085
5090
18+50 19+00 20+00 21+00 22+00 23+00 23+50
5086.67
5084.16
5081.66
5079.26
5076.96
5087.29
5086.04
5085.41
5084.79
5083.54
5082.91
5082.29
5081.04
5080.41
5079.84
5078.69
5078.11
5077.54
5076.39
-2.50%
-2.30%
-2.10%
PVI STA = 21+51.71
PVI ELEV = 5080.37
PVI STA = 23+31.27
PVI ELEV = 5076.24
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
5065
5070
5075
5080
5085
5090
5065
5070
5075
5080
5085
5090
18+50 19+00 20+00 21+00 22+00 23+00 23+50
B
B
WINGED FOOT DR.
SEE SHEET
R3
CARNOUSTIE DR.
SEE SHEET
R5
ROYAL TROON AVE.
∆
∆
∆
P
P
5065
5070
5075
5080
5085
5090
5065
5070
5075
5080
5085
5090
23+50 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 32+50
5075.05
5074.86
5076.02
5076.91
5077.71
5078.56
5080.58
5084.19
5075.40
5074.80
5074.65
5074.68
5075.12
5075.42
5075.72
5076.31
5076.51
5076.71
5077.11
5077.31
5077.51
5077.91
5078.11
5078.31
5078.91
5079.36
5079.92
5081.35
5082.22
5083.19
5085.19
5086.19
5086.97
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%
-25.00%
(TEMPORARY TIE IN)
PVI STA = 19+98.13
PVI ELEV = 5101.90
PVI STA = 23+45.26
PVI ELEV = 5093.81
PVI STA = 22+40.47
PVI ELEV = 5095.98
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
BETHPAGE DR.
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
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%
-25.00%
(TEMPORARY TIE IN)
PVI STA = 22+14.36
PVI ELEV = 5069.70
PVI STA = 23+18.41
PVI ELEV = 5068.84
PVI STA = 28+19.23
PVI ELEV = 5067.87
PVI STA = 24+85.31
PVI ELEV = 5068.84
PVI STA = 27+49.64
PVI ELEV = 5067.52
PVI STA = 24+02.26
PVI ELEV = 5068.42
PVI STA = 28+27.92
PVI ELEV = 5065.69
0.50%
PVI STA = 28+19.23
PVI ELEV = 5067.87
0.29%
0.29%
CENTER
LINE
19+50
5094
5096
5100
5104
5108
5094
5096
5100
5104
5108
-40 -20 0 20 40
CENTER
LINE
20+00
5090
5092
5096
5100
5104
5108
5090
5092
5096
5100
5104
5108
-40 -20 0 20 40
CENTER
LINE
20+50
5090
5092
5096
5100
5104
5108
5090
5092
5096
5100
5104
5108
-40 -20 0 20 40
CENTER
LINE
21+00
5090
5092
5096
5100
5104
5090
5092
5096
5100
5104
-40 -20 0 20 40
LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
E E
E
E
E
X
X X
X
X
F
E
S
M
F
E
S
TELE
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
CENTER
LINE
29+00
5074
5076
5080
5084
5088
5092
5074
5076
5080
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
WINGED FOOT DR.
SEE SHEET ##
TURNBERRY RD.
SEE SHEET XS5
CENTER
LINE
39+00
5070
5072
5076
5080
5084
5088
5070
5072
5076
CENTER
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
CENTER
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
CENTER
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
CENTER
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
16+00
5062
5064
5068
CENTER
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
CENTER
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
CENTER
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
CENTER
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
23+50
5058
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
X X
ST
B
LOD
LOD
LOD LOD LOD
LOD LOD LOD
EAST DOUGLAS ROAD
12' TRAVEL LANE
12' TURN LANE
12' TRAVEL LANE
12' TRAVEL LANE
12' TRAVEL LANE
600.0' (50:1 REDIRECT TAPER)
154.4' STORAGE
PROPOSED 48.0'
HALF ROW
EXISTING 30.0'
HALF ROW
EXISTING EDGE
OF ASPHALT
BETHPAGE DRIVE
6.0' BIKE LANE
4.3'±
C
L
8
4
4
V.P.
X X
X
X
X
V.P.
VAULT
CABLE
BOX
CABLE
M
M
X X
X X X
G
V.GAS P. AS
GAS
ST
EAST DOUGLAS ROAD
TURNBERRY ROAD
12' TRAVEL LANE
12' TRAVEL LANE
EXISTING "RIGHT LANE
BIKES ONLY" SIGN
L
576.6'
KIAWAH DRIVE
B
B
L
P
12' TRAVEL LANE
12' TURN LANE
12' TRAVEL LANE
4
4
4
1 8
8
6.0' BIKE LANE
12' TRAVEL LANE
12' TURN LANE
12' TRAVEL LANE
EXISTING STOP SIGN
& STREET NAME SIGN
72.0' RIGHT-OF-WAY
100.0'
3
L
3
100.0'
6.0' BIKE LANE
X
X
X
X
X
X
G
T
BETHPAGE DR.
BALTUSROL DR.
BALTUSROL CT.
94.62
94.96
95.06
94.96
96.04
96.76
95.80
95.38
94.42
94.84
94.42
ROLL-OVER
CURB AND GUTTER
ROLL-OVER
CURB AND GUTTER
1.8%
1.6%
1.8%
0.5%
1.9%
1.8%
5.3%
3.6%
56.5' CROWN
TRANSITION
1.8%
1.8%
STOP SIGN
LOT 2
LOT 1
LOT 19
LOT 18
BLOCK 9
BLOCK 6
M
BETHPAGE DR.
E. DOUGLAS ROAD
85.14
84.78
84.58
84.37
84.10
84.91
84.75
85.82
85.40
85.40
85.06' CROWN
TRANSITION
ROLL-OVER
CURB AND GUTTER
4.5' SIDEWALK
30' -
R25'
53' R.O.W
0.8%
1.4%
WINGED FOOT DR.
KIAWAH DR.
83.08
83.21
83.21
85.28
84.45
83.42
82.73
82.73
84.32
83.16
1.8%
1.1%
2.6%
2.6%
4.4%
6.6%
2.6%
45' CROWN
TRANSITION
ROLL-OVER
CURB AND GUTTER
ROLL-OVER
CURB AND GUTTER
STOP SIGN
30' -
53' R.O.W
4.5' SIDEWALK
4.5' SIDEWALK
R26.5'
R26.5'
LOT 10
LOT 11
LOT 1
LOT 23
LOT 2
BLOCK 3
BLOCK 2
ROYAL TROON AVE.
WINGED FOOT DR.
86.27
85.20
86.93
85.20
86.38
86.02
84.46
84.46
84.89
86.67
4.0%
2.6%
5.7%
4.0%
1.2%
4.0%
4.0%
45' CROWN
TRANSITION
ROYAL TROON AVE.
CARNOUSTIE DR.
77.39
77.82
77.37
76.33
76.21
76.08
76.46
76.67
76.67
76.59
76.23
76.44
1.1%
0.9%
1.4%
0.4%
0.5%
1.7%
1.1%
0.9%
0.2%
0.8%
0.8%
0.9%
0.9%
104.72' CROWN
TRANSITION
30' -
53' R.O.W
4.5' SIDEWALK
4.5' SIDEWALK
STOP SIGN
LOT 10
LOT 13
LOT 14
LOT 15
LOT 19
LOT 21
LOT 20
BLOCK 10
WINGED FOOT DR.
WINGED FOOT DR.
CARNOUSTIE DR.
82.26
82.48
82.76
82.41
82.38
82.19
82.00
81.92
82.05
82.08
82.26
82.19
82.41
82.05
82.28
B
ROYAL TROON AVE.
BALTUSROL DR.
76.30
75.87
74.87
74.97
74.74
74.59
74.74
74.97
74.84
75.29
75.05
75.38
75.79
75.16
75.80
77.52
76.24
75.72
79.94
74.60
74.44
75.85
76.84
2.1%
1.7% 1.3%
0.9%
0.5%
74.63
74.56
0.5%
0.5%
0.6%
0.6%
0.9%
0.8%
1.2%
0.9%
0.6%
0.5%
0.9%
1.3%
1.7%
2.1%
2.1% 1.7%
1.3%
0.9%
0.5%
R73'
R191.5'
R191.5'
R35'
164.49'
CROWN
TRANSITION
300' CROWN TRANSITION
80.37
79.95
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
W
V
WWVV
WV
WV
WV
X
X
X
X
X
V.P.
WV
WV
X X X X
X X X
X
X
X
X X
X
X
X X X X
X
M
X
Sheet
of 68
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
UNDERDRAIN CLEAN-OUT LOCATION. SEE
SERVICE CLEAN-OUT DETAIL FOR RISER &
VALVE BOX INFORMATION. CLEAN-OUTS
SHALL BE PLACED DOWNSTREAM OF
MANHOLES AT MAJOR CHANGE IN DIRECTION.
NORTHERN ENG. MODIFICATION NOV. 7, 2018
ELCO WATER DISTRICT
DETAIL: DRAWN: DATE:
SEE TRENCH WIDTH TABLE BELOW
ELCO WATER DISTRICT
DETAIL: DRAWN: DATE:
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN APPROVAL
D1
DETAILS
63
Sheet
of 68
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
ELCO WATER DISTRICT
DETAIL:
DRAWN: DATE: ELCO WATER DISTRICT
DETAIL: DRAWN: DATE:
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN APPROVAL
ELCO WATER DISTRICT
DETAIL: DRAWN: DATE:
ELCO WATER DISTRICT
DETAIL:
DRAWN: DATE:
ELCO WATER DISTRICT
DETAIL: DRAWN: DATE:
RKB 10/91
WATER MAIN
CORPORATION STOP
BRASS TAPPING SLEEVE
(SUBJECT TO DISTRICT APPROVAL)
BEDDING OF WATERMAIN-
TYPE 'K' COPPER
-ALL FITTINGS TO BE AWWA OR I.P. BY COPPER COMPRESSION
PL
3"
SEE ELCO STANDARD BEDDING DETAIL
BEDDED IN PEA GRAVEL
6" IN ALL DIRECTIONS
ELCO WATER DISTRICT
DETAIL: DRAWN: DATE:
RKB 10/91
WATER MAIN
CORPORATION STOP
BRASS DOUBLE STRAPPING SADDLE
(SUBJECT TO DISTRICT APPROVAL)
TYPE 'K' COPPER -
PL
BED IN PEA GRAVEL
6" ALL DIRECTIONS
D2
Sheet
of 68
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
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN APPROVAL
7 3/8" (L) 1 3/8"
17"
6"
3 3/8"
14"
FL
R 16"
R 16"
DRIVE-OVER CURB, GUTTER AND DETACHED SIDEWALK
31"
See Drawing 1601
10 3/4"(L)
R 16"
DRIVE-OVER CURB, GUTTER AND ATTACHED SIDEWALK
18" 18"
3 3/8"
1 3/8"
6"
R 16"
FL
14"
6"
17"
1 1/2"
5' (L)
8 5/8" (F.C.)
7 1/4" F.C.
12" (F.C.)
Slope to curb 1/4"/Ft.
1' min. (F.C.)
48:1 min.
4:1 max.
Excavation
Fill
1' min.
2' min.
Sheet
of 68
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
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN APPROVAL
20'
4" White Line
20'
4'
6'
Flow Line
Curb
2'
Driveway
Driveway Sidewalk
SECTION A-A
Detached Sidewalk
Attached Sidewalk
Detached Attached
All Sidewalk Thickness Shall Be 6" minimum.
Sidewalk
NOTE:
1. Sidewalk grade shall remain consistent across driveway
2. For driveway design requirements, CONST. see DWG. Series 706 & 707
3. This detail applies to Residential & Commercial driveways.
6"
2'-0" 6'-0"
T.C.
F.L.
Lip
1/2" Expansion
Joint Material
1/2" Expansion
Joint Material
8" Commercial
6" Residential
A
A
Sidewalk
Min.
ATTACHED SIDEWALK DETAIL
Sheet
of 68
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
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN APPROVAL
SCREEN SLOT TABLE
A B C D E
PIPE SIZE ROWS OF
SLOTS
MAXIMUM
SLOT
LENGTH
MAXIMUM
SLOT WIDTH
APPROX. SLOT
SPACING O.C.
MINIMUM
OPEN AREA
PER FOOT
6" 3 (MIN.) - 6 (MAX.) 1-3/8" 0.032" 0.516" 1.98 SQ. IN.
402 DIMENSIONS FOR SLOTTED HDPE PIPE MONITORING WELL
403
EXTEND MIN. 6" INTO SUBGRADE
8"
VARIES
(REFER TO
STORM DRAIN
PLAN)
NOTES:
1 - GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE
70-50-05
2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS
SEE DRAWING NO. 7001-110-065
4 - PERFORATIONS SHOULD NOT BE ON OR WITHIN 1" OF ADAPTERS.
5 - HOLES SHOULD BE STAGGERED EVERY OTHER ROW, AS SHOWN.
6 - MIN. 90° SEPARATION BETWEEN HOLES (MAX. 4 HOLES PER ROW)
2" MIN
Ø .375" MAX
SIDE VIEW
HOLE SIZE & LOCATION NTS
1/2" THK GALV.
STEEL PLATE
ORIFICE
1'-5"
1/2" Ø HOLES
FOR 3/8" Ø
EXPANSION BOLTS
EMBEDDED 2" INTO
CONCRETE WALL @
12" O.C. MIN.
INVERT ELEV.
Sheet
of 68
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
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN APPROVAL
500 100-YEAR ORIFICE PLATE
702 INLET SUMMARY
POND 3'S ORIFICE PLATE SHOULD BE PLACED AT DOWN END INVERT OF
THE JUNCTION BOX.
C C
A
A
B
B
SECTION C-C
SECTION A-A SECTION B-B
WELL SCREEN FLOW CONTROL PLATE
PLAN
GENERAL NOTES
SECTION D-D
D
D
A A
ABBREVIATIONS
LEGEND
A
A
B B
SECTION A-A
DETAIL "A"
SECTION B-B
CURB FACE ASSEMBLY DETAIL
GENERAL NOTES
PLAN VIEW
6 IN. STEEL DECK RING WITH
24 IN. HEAVY DENVER COVER BY
MACLEAR OR APPROVED EQUAL.
6 IN. THICK
SIDEWALL (TYP.
BOTH SIDES)
3 FT. 5 FT. 3 FT.
6 IN. 6 IN.
BACK OF
CURB
FLOW LINE
SEE DETAIL "A"
WARPED CURB & 4 FT. OPENING
GUTTER (TYP.
BOTH SIDES)
6 IN.
17 IN. 3 FT.-3 IN.
14 IN.
11 FT.
6 IN.
2 FT. 4 FT.- 6 IN.
6 IN.
SEE CURB FACE
ASSEMBLY DETAIL
MANHOLE
RUNGS-12 IN. O.C.
1% SLOPE FOR
DRAINAGE
6 IN.
3 FT.-6 IN. 4 FT.
WARPED
GUTTER
DEPRESSED GUTTER
NORMAL FLOW LINE
TOP OF GUTTER
ALTERED
FLOW LINE
6 IN. 6 IN.
1% SLOPE FOR
DRAINAGE
6 IN.
WALL
3 IN.
RAD. 6 IN.
EXTEND CHANNEL
TO OUTSIDE
EDGE OF WALL
10 IN.
EMBEDMENT
8 8.5 FLUSH
WITH CURB FACE
NTS
1 1/2 IN. R
#4 BAR
18 IN. LONG
2 IN.
2 IN. 4:1
6 IN.
MAX/MIN.
8 IN.
2:1 #5 BAR
6 IN.
1 1/2 IN. PIPE SPACER
AND 1 1/4 IN. LOCK NUT
4 IN.
1/4 IN.
1 1/4 IN. DIA. X 24 IN. GALV.
3 1/2 IN. AT TOP.
3 IN. X 3 IN. X 3/8 IN.
PLATE
6 IN.
1/4 IN.-1 IN. LEG
WARPED
GUTTER
VARIABLE
MAX. HEIGHT-10 FT.
2 FT. -6 IN. MIN.
(UNLESS SQUASH PIPE
IS USED)
STEEL ROD - THREADED
3 FT.-6 IN.
6 IN.
1. SEE D-8B FOR REINFORCEMENT.
2. FLOOR OF INLET SHALL BE SHAPED WITH
ADDITION CONCRETE TO FORM INVERT
TO PIPE CONNECTIONS.
3. MANHOLE RUNGS SHALL BE REQUIRED FOR
INLET HEIGHT 4 FT. AND GREATER.
4. SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT.
ON EITHER SIDE OF INLET.
5. TOP SLAB OF INLET SHALL BE SLOPE TO
MATCH SIDEWALK. SEE D-6.
6. EXPOSED STEEL SHALL BE GALVANIZED IN
ACCORDANCE WITH AASHTO M-111.
4 FT.
A A
B
B
A A
INLET SUMMARY
INLET ID TYPE
D1 DOUBLE CURB INLET
D2 DOUBLE CURB INLET
D3 DOUBLE CURB INLET
D4 AREA INLET
D5 CURB INLET-4 FT
D6 CURB INLET-4 FT
702 TRASH RACK AND ORIFICE PLATE FOR C1 FES
D6
DETAILS
68
POND 1 POND 3*
ELEV A. 5056.30 N/A
ELEV B. 5057.80 N/A
ELEV C. 5058.80 N/A
Dwq (FT.) 1.5 N/A
Ls (FT.) 4 N/A
Ws (FT.) 5 N/A
Wo 4 N/A
WQ
PLATE
HOLE DIA. (IN.) 1 1/8 N/A
# OF ROWS 5 N/A
# OF COLUMNS 1 N/A
**AREA INLET W/ ORIFICE UTILIZED FOR POND 3 OUTLET
POND INV. ELEV. CIRCULAR ORIFICE DIAMETER (IN)
1 5056.30 3 3/16
3 5077.40 9 3/4
ENLARGED TO SHOW DETAIL
6"
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II
MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR
SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED
UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
TOP 12" TO BE SOLID, WITHOUT PERFORATIONS
12" SOLID
TOP
NO PERFORATIONS
WITHIN 1" OF ADAPTORS
OPEN BOTTOM
TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE
PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED
TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC
LOADING, & OTHER APPLICABLE DESIGN FACTORS.
8" MIN. THICKNESS GUIDELINE
12" MIN WIDTH GUIDELINE
4"
4"
R2"
4"
4"
R2"
6"
OUTLET
PIPE
FRONT VIEW SIDE VIEW
404 CONCRETE COLLAR
PLAN
A
A
C
B B
C
SECTION A-A
SECTION B-B
SECTION C-C DETAIL 1 SECTION C-C
SECTION B-B
SECTION A-A
DETAIL 1
PLAN
A
A
B
C C
B
March 19, 2011
CITY OF FORT COLLINS
BIORETENTION SAND MEDIA SPECIFICATION
PART 1 - GENERAL
A. Bioretention Sand Media (BSM) shall be uniformly mixed, uncompacted, free of stones, stumps, roots, or other similar objects larger than two inches. No other materials or substances
shall
be mixed or dumped within the bioretention area that may be harmful to plant growth or prove a hindrance to the facility's function and maintenance.
B. BSM shall be free of plant or seed material of non-native, invasive species, or weeds.
C. Fully mixed BSM shall be tested prior to installation and meet the following criteria:
1. P-Index of less than 30
2. pH of 5.5-6.5. Should pH fall outside of the acceptable range, it may be modified with lime (to raise) or iron sulfate plus sulfur (to lower). The lime or iron sulfate must be mixed
uniformly
into the BSM prior to use in the bioretention facility.
3. Cation Exchange Capacity (CEC) greater than 10
4. Phosphorous (Phosphate, P2O5) not to exceed 69 ppm
5. BSM that fails to meet the minimum requirements shall be replaced at the Contractor's expense.
D. BSM shall be delivered fully mixed in a drum mixer. Onsite mixing of piles will not be allowed. Mixing of the BSM to a homogeneous consistency shall be done to the satisfaction of
the
Owner.
PART 2 - SOIL MATERIALS
A. Sand
1. BSM shall consist of 60-70% sand by volume meeting ASTM C-33.
B. Shredded Paper
1. BSM shall consist of 5-10% shredded paper by volume.
2. Shredded paper shall be loosely packed, approximate bulk density of 50-100 lbs/CY.
3. Shredded paper shall consist of loose leaf paper, not shredded phone books, and shall be thoroughly and mechanically mixed to prevent clumping.
C. Topsoil
1. BSM shall consist of 5-10% topsoil by volume.
2. Topsoil shall be classified as sandy loam, loamy sand, or loam per USDA textural triangle with less than 5% clay material.
3. Onsite, native material shall not be used as topsoil.
4. Textural analysis shall be performed on topsoil, preferably at its source, prior to including topsoil in the mix. Topsoil shall be free of subsoil, debris, weeds, foreign matter,
and any other
material deleterious to plant health.
5. Topsoil shall have a pH range of 5.5 to 7.5 and moisture content between 25-55%.
6. Contractor shall certify that topsoil meets these specifications.
D. Leaf Compost
1. BSM shall consist of 10-20% leaf compost by volume.
2. Leaf compost shall consist of Class 1 organic leaf compost consisting of aged leaf mulch resulting from biological degradation and transformation of plant-derived materials under
controlled conditions designed to promote aerobic decomposition.
3. The material shall be well composted, free of viable weed seeds and contain material of a generally humus nature capable of sustaining growth of vegetation, with no materials toxic
to
plant growth.
4. Compost shall be provided by a local US Composting Council Seal of Testing Assurance (STA) member. A copy of the provider's most recent independent STA test report shall be
submitted to and approved by the Owner prior to delivery of BSM to the project site.
5. Compost material shall also meet the following criteria:
a. 100 percent of the material shall pass through a 1/2 inch screen
b. PH of the material shall be between 6.0 and 8.4
c. Moisture content shall be between 35 and 50 percent
d. Maturity greater than 80 percent (maturity indicator expressed as percentage of germination/vigor, 80+/80+)
e. Maturity indicator expressed as Carbon to Nitrogen ration < 12
f. Maturity indicator expressed as AmmoniaN/NitrateN Ratio <4
g. Minimum organic matter shall be 40 percent dry weight basis
h. Soluble salt content shall be no greater than 5500 parts per million or 0-5 mmhos/cm
i. Phosphorus content shall be no greater than 325 parts per million
j. Heavy metals (trace) shall not exceed 0.5 parts per million
k. Chemical contaminants: meet or exceed US EPA Class A standard, 40 CFR 503.13, Tables 1 & 3 levels
l. Pathogens: meet or exceed US EPA Class A standard, 40 CFR 503.32(a) levels
PART 3 - EXECUTION
A. General
1. Refer to project specifications for excavation requirements.
B. Placement Method
1. BSM material shall be spread evenly in horizontal layers.
2. Thickness of loose material in each layer shall not exceed 9-inches.
3. Compaction of BSM material is not required.
401 BIORETENTION SAND MEDIA SPECIFICATIONS
400 TYPICAL RAIN GARDEN SECTION
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / /
D5
DETAILS
67
Slope sidewalk to curb 1/4" per foot.
NOTE: Construct sidewalk with joints at 10' intervals
R 1/8"
WEAKENED PLANE JOINT EXPANSION JOINT
R1/4"
and aligned with scoring on curb.
INSTALL IN LOCATIONS SPECIFIED
IN CHAPTER 22
1/2"
1/4"
1/4 SLAB THICKNESS
1/4"
1/2" Expansion
Joint material
DETACHED SIDEWALK DETAIL
Variable
Landscaping
Slope sidewalk to curb 1/4" per foot.
2' min.
Slope: Minumum
1
4"/ft
Maximum 3"/ft
Transition back of walk (typ.)
Broom finish Broom finish
SECTION A-A
MID-BLOCK LOCATION
Varies *
1:12
Slope
(max.)
1:50 see note 2
Flowline
(max.)
Slope
1:12
5'
A
Varies *
Wood float finish thru ramp
Slope
1:12
Slope
1:12
CORNER LOCATION
ramp
finish thru
Wood float
Broom finish
A
Varies *
(max.)
A
A
5'
(max)
(Radius varies)
(typ.)
back of walk
Transition
2
Broom finish
BACK OF WALK / LANDING
Retaining Curb (Optional)
12"
(max.)
(min.)
T
Walk
Curb
Gutter
NOTES:
1. T = Concrete thickness, 6" minimum for entire ramp area.
2. 1:50 Max unless a landing behind ramp (then ramp can be 1:12 with 1:20 on the detectable warning).
3. See CONST. DWG. 1606(a) and 1607 for Fort Collins.
4. Detectable Warning to extend the full width of the ramp. Material to be approved by Local Engineer.
5. 0" Curb height, See Section A-A.
6. Standard Curb and Gutter Section , See Standard Drawing 701.
2'-0" (min)
6"
Walk
Gutter
Curb
Varies *
Detectable Warning
1/4" per ft.
1" per ft. 1" per ft.
1" per ft.
1" per ft.
On a radius hold 6" at the
corners of the truncated
dome warning.
2"
Retaining
Curb
(Optional)
6"
* Curb to match slope
of sidewalk, Ramp length
not to exceed 15'-0"
See Note 6
See Note 5
See Note 5
See Note 6
Detectable Warning,
See Note 4
Detectable Warning,
See Note 4
Retaining Curb (Optional)
to retain ground behind
the walk, if needed
+
R=15'
R=10'
R=10'
ROW Line
Truncated Dome
Warning Detection
Note:
Use of this detail requires special approval in
FORT COLLINS ONLY
Notes:
1. Set ramp slopes using the center of the
ramp.
2. Truncated dome warning panel: Install
panels along with the concrete pour for the
ramp. Specifications for the panel material
will be provided upon request.
3. Each ramp shall align perpendicular to the
street in which the ramp is provided to
cross.
4. Refer to standard drawing 1606 in the
Laimer County urban area street standards
for other necessary criteria needed to
construct these ramps that is not specified
on this drawing.
5. Construct the ramps and walk so the corner
area all drains to the street.
6. If curb and gutter are poured monolithic with
ramp, place dome edge at back of curb as
shown. If not poured monolithic, place
dome edge 6" from back of curb.
PLAN VIEW
NTS
Ramp
Flare
Gutter
Ramp
Ramp
Flare
Curb
Curb
Conc. Flare
PanelsPanels
Truncated dome
panels:
1-2'x2.5'
1-2'x2'
Truncated Dome Warning
Detection Plan Locations
LEGEND:
BOC- Back of
curb ⅊ Property
Line
PT - Point of Tangency
Flow line
Section A-A
NTS
4'-6"
2'-6" 2'-0"
2'-0"
t
Varies
Varies
4.5'
6.0'
.5'
1.5'
4.5' 1.5 '
12.0'
12.0'
4.5'
.5'
4.5' 6.0'
Landscaped
Area
PT Curb
A
A
6" Curb
(TYP)
0" Curb
Full height
curb
Truncated dome
warning detection
⅊
PT of walk
R15.⅊ 0'
⅊ & BOW
5'-6" BOC to walk w/ vertical curb
5'-7" BOC to walk w/ drive over curb
Conc. Sidewalk
Area to be landscaped
Conc. walk
Gutter
or
Apron
Truncate Dome
Warning Panel
1:12 Max slope
1:20
Slope
PT of
curb
return
6"
Conc. Flare
6" Curb
(TYP)
See note 6
Curb
Flare
Varies
Curb
Flare
Ramp
Curb
Curb
Flare
Ramp
Varies
Panels
Panels
6"
Ramp
Width:
4.5'
5.0'
6.0'
7.0'
8.0'
Note:
Truncated dome panels are
available in 2'x2' squares
and 2'x2.5' rectangles.
Combine the widths to fit
the ramp. Panels may be
cut to no less than a 2'x1.5'
size.
Panel Width
Combinations:
2'+2.5'
2.5'+2.5'
2'+2'+2'
2.5'+2'+2.5'
2'+2'+2'+2'
Notes:
1. Truncated dome warning panel:
Install panels along with the
concrete pour for the ramp.
Specifications for the panel and
installation instructions will be
provided upon request.
2. This drawing shows vertical curb.
For Drive Over Curb the warning
detection location shall be placed in
the same position 6" back from the
back of curb.
3. If curb and gutter are poured
monolithic with ramp, place dome
edge at back of curb as shown. If
not poured monolithic, place dome
edge 6" from back of curb.
Case 1-Directional Ramps
Case 2-Non-Directional Ramps
Varies
Panels
Ramp
Panels
Flare
Curb
Case 3-Mid-Block Ramps
6"
Panels Panels
Flare
6"
Flare
Varies
FORT COLLINS ONLY
Aligned with
Pedestrian flow
Gutter
or
Apron
℄Center line of ramp
BOC-Back of Curb
-FOC Flow -Face line of Curb
Varies
2'-0"
2'-0"
A
A
FOC or ℄
2'-0"
BOC
BOC
1:20 1:12 max slope
slope
Panels embedded in the
concrete ramps
Section A-A (Center line of ramp)
NTS
Flow line Curb
and Gutter
BOC
See Note 3
300 ASPHALT PAVEMENT JOINT
D4
DETAILS
66
1/4"/Ft.
CURB & GUTTER IN A CUT OR FILL
6"
3'-9" (F.C.)
For Thickness
2' min. (L)
NOTES:
1. 6' wide pan for residential streets.
2. All intersections to have access ramps.
3. Standard Curb and Gutter Section, See Standard Drawing 701
4. 0" Curb Height, See Section A-A
5. All of these pedestrian improvements shall
be in ROW or a pedestrian or public access easement.
6. Detectable Warning to extend the full width of the ramp and be 2'-0"
in the direction of travel. Maximum slope in the direction of travel shall be no
more than 5.0 percent (1:20). Material to be approved by local engineer
7. T = 6" for residential and 8" for commercial.
8. Distance from back of curb to the beginning of Detectable
Warning cannot be greater than 5'-0"
TYPE III
DETACHED WALK
N.T.S.
SECTIONS A-A
CLASSIFICATION APPROACH
TYPE
Single Family 12' 24'
Commercial I, II, III, or IV
Multi Family
24' 36'
24' 36'
MINIMUM
WIDTH WIDTH
MAXIMUM
Industrial 24' 36'
I, II, III, or IV
I or II
RESIDENTIAL:
*
*
* *
*
DRIVEWAY WIDTHS
High volume driveways (Type III or IV) allowed for 350 or
greater trip ends/day.
* 30' maximum for 3 car garages.
* *No single opening shall exceed 36'. Wider driveways shall
be divided w/a median not less than 6' wide.
1/4" per ft.
1" per ft.
1:50 Slope
T
Walk
1:50 1:12
(max.)
Gutter
Parkway
Sidewalk
Detached 1:12
A
A
(max)
2'
Flare
See Note 4
See Note 3
If Concrete Driveway
Expansion Joint
See Note 6
1/4" per ft. 1" per ft.
1:12 (max.)
1" per ft.
Driveway
FL
See Note 8
I, II, III, or IV
Sidewalk
Detached
SECTION A-A
PAVEMENT DESIGN + 1/2" FOR COLLECTOR
8" MIN. FOR RESIDENTIAL. USE CONCRETE
10' MINIMUM (ARTERIAL)
8' MINIMUM (COLLECTOR)
PLAN VIEW
6' MINIMUM (LOCAL)
COLD JOINT (See Standard Drawing 714)
AT 10' O.C.
TOOL JOINT
FOR PANS OVER 40'
CONTROL JOINT REQUIRED
CONTROL
ROADWAY WIDTH
ALL INTERSECTIONS TO
HAVE ACCESS RAMPS
NOTE:
* *
& ARTERIALS.
SIDES.
TO PAN SECTION, TYPICAL BOTH
TRANSITION FROM C & G SECTION
WALK
8'
DOWELL IF
JOINTS
A TOOL JOINT
A
JOINTS (TYP.)
CONTROL
PARALLEL
STREET
CLASSIFICATION
LOVELAND
DEPTH OF INVERT
W
WIDTH
CROSS PAN
Arterial 10' 1 1/4" 1 1/2"
Collector 8' 1" 1 1/8"
Local 6' 3/4" 7/8"
d (MIN.) d (MAX.)
1 1/2"
2 1/2"
2"
DEPTH OF INVERT
FT. COLLINS
d
d
8' MIN. WIDTH WHERE CROSSING A COLLECTOR ROADWAY.
**
**
LENGTH
(for monolithic pour)
Sanitary
Sewer Main
Subdrain Main
Sanitary Service
Subdrain Service
(No Perforations)
Reducing WYE
Trench
Stake Identifier
(Sanitary Sewer)
(Subdrain)
Stake Identifier
Sanitary
Sewer Main
Subdrain Main
PLAN VIEW
CROSS SECTION
Bedding
(Non-Perforated Pipe)
by the approved plans.
Pipe Sizes to be specified
FORT COLLINS ONLY
8" Sanitary
Sewer Main
8" 12" 8"
Provide cloak of filter fabric
at all points that clean-out
risers and subdrain
services penetrate filter
fabric.
Subdrain main
perforated pipe
Filter Fabric as
specified on the
approved plans.
Filter Material
44" Min.
4" 12"
Cast iron floor box
Non-Perforated
Cleanout Riser
45° Sweep
Subdrain Main
Sanitary Main
45° Sweep WYE
14'-6"
Upstream
2" To Bottom Of
Asphalt Mat
FORT COLLINS ONLY
Pipe size and materials
shall be specified on
the approved plans.
NOTE:
Max. Sign Panel
1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loose
from the post when hit by a vehicle.
2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground.
Cross section of post
3" - 6" ABOVE GRADE
2 1/4" Anchor
3. Signs larger than 36 inches in length or width require wind bracing and special post design.
NOTES:
4. Anchor Stub and post are square steel tube (perforated).
Anchor/Stub Post Size
CRITERIA FOR SINGLE POST
36" x 36" 2.25" x 2.25" x 3'-0"2" x 2" x 12'-0"
5. All "No Parking" signs shall be installed at 45° from Flow Line.
* *
2" x 2" x 10' OR 12'
12 GAUGE TELESPAR POST
(22F12A31)
7'-0" MIN. CLEARANCE
2' - 3'
FROM F
Street Curb
See Figure 16-1
SWSAMPLEAVE
2400
R1-1 "STOP" SIGN 30" HIGH DENSITY/DIAMOND
GRADE. SIGN MOUNTED TO POST WITH 1 EACH
DRIVE RIVET WITH NYLON WASHER AGAINST SIGN
FACE (ON TOP OF THE SIGN). THE BOTTOM OF THE
SIGN SHALL BE MOUNTED WITH 1 EACH
5/16"x2-1/2" HEW BOLT WITH METAL AND FROM
NYLON WASHERS (NYLON WASHER AGAINST SIGN
FACE) AND SECURED WITH 1 EACH 5/16" HEX NUT
ON THE BACK SIDE OF POST.
L
2-1/4" x 2-1/4" x 3'
ANCHOR/STUB
2 EACH 8" BLADES
MOUNTED TO POST
WITH 4 EACH DRIVE
RIVETS WITH
NYLON WASHERS
* 12 Gauge
30" 8" 8"
PAVEMENT MARKINGS
Projected Flowline (FL)
Broken line 4" white
10' Segments
30' Gaps
(3:1 Ratio)
Wide Lane
1.5'x9'
8" White
Line 4" white
Double Line
4" Yellow
4" Space
CROSSWALK MARKINGS:
STRIPING:
PREFERENTIAL LANE SYMBOL:
STOP LINES:
MANDATORY MOVEMENT:
1.5'x9
100' Taper (min.)
.2L
L = Turn Bay Storage Length
.4L
10'
.4L
10'
4" Ywllow
4" White Extension Line
An Engineering study should be required before crosswalk markings are installed in locations away
from traffic signals or stop signs. Continental crosswalk bars (1.5' x 9' typ.) shall be placed adjacent
to the projected flowline or abutting to existing crosspan. A bar shall be placed centered on each
lane line and in the center of each lane. Lanes 5' wide or less shall not receive a bar centered in
the lane. It is important that the markings are in alignment with the access ramps / sidewalks.
On curves:
Dotted extension of lane edge with same
as solid downstream line, 2' segments, 4'
gaps.
Mandatory movement lanes shall
use a lane-use arrow marking, the
word marking "only", another
lane-use arrow marking
(accompanied by signs). Symbols
& words are 8' of more in height --
use CDOT specification sizes.
Place stop lines (1.5' x Variable typ.)
only when inportant to indicate the
point behind which vehicles are
required to stop (more often on main
arterials) -- placement should
ordinarily be 4' in advance of and
parallel to the nearest crosswalk line
in the absence of a marked
crosswalk, the stop line should be
placed at the desired stopping point
no more than 30' or less than 4' from
the nearest edge of the intersecting
roadway.
PLS shall be used for designated
bikeways. Intersection placement
-- the symbol shall be placed
downstream to convey to turning
traffic that the bike lane exists. It
shall be placed 4" down from the
PCR & centered on the bike lane.
Frequency of placement between
blocks is a matter for Engineering
judgement.
All Longitudinal (lane) striping shall
terminate at the Continental crosswalk
bars -- except the downstream bike
lane which shall terminate at the curb
return. If a stop line is in place --
upstream stripping shall terminate at
the stop line.
Not Required with lane
lengths less than 100'.
Not Required with lane
lengths less than 100'.
8" White Line
8" White 8" White Extension Line
Extension
4" White Line
65' (min)
4'
200 2' CONCRETE PAN
(PRIVATE ON-SITE)
D3
DETAILS
65
DETAILS
64
X X
X
F
E
S
M M
F
E
S
F
E
S
M
M
X
TELE
F.O.
TELE
F
E
S
F
E
S
MGAS
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
B
B
B
B
B
B
B
B
ST ST
AW
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
UD UD
4
2
7
8
5b
3
9b
5b
4 5a
3
2
7
8
10
9b
6
6
1a
1a
10
OS1b
OS1b
OS2
OS2
5a
1b
1b
9a
9a
OS3
OS4
OS3
OS4
OS5
OS5
OS1a
OS1a
SIDEWALK CHASE
NATURAL HABITAT
BUFFER ZONE
OUTFALL
SIDEWALK AND
CONCRETE CHASE
PROPOSED FES
EXISTING 24" CMP
PROPOSED FES
SWALE
PROPOSED
OUTFALL FES
CONCRETE
CULVERT
INLET
PLEASE SEE DRAINAGE
REPORT FOR HISTORIC
DRAINAGE EXHIBIT
SHOWING FULL EXTENTS
OF OFFSITE BASINS
AND HISTORIC CALCULATIONS
FOR BASINS OS3 - OS5
INLET
INLET
WINGED FOOT DR.
KIAWAH DR.
ROYAL TROON AVE.
E. DOUGLAS ROAD
CARNOUSTIE DR.
BALTUSROL DR.
BETHPAGE DR.
POND 1
POND 3
RAIN GARDEN 3
RAIN GARDEN 2
TURNBERRY ROAD
RAIN GARDEN 1
INLET (2)
SITE OUTFALL
3
BALTUSROL CT.
PLEASE SEE DRAINAGE
REPORT FOR HISTORIC
DRAINAGE EXHIBIT
SHOWING FULL EXTENTS
OF OFFSITE BASINS
AND HISTORIC CALCULATIONS
FOR BASINS OS3 - OS5
NO. 8 DITCH
NO. 8 DITCH
EMERGENCY
OVERFLOW PATH
DR1
DRAINAGE EXHIBIT
62
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 68
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
BASIN
DESIGNATION
BASIN
AREA (AC)
DRAINAGE BASIN BOUNDARY
B2
1.45 ac
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
NOTES:
1. REFER TO THE FINAL DRAINAGE REPORT FOR COUNTRY CLUB RESERVE DATED
03.13.2019 FOR ADDITIONAL INFORMATION.
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 3.32 0.32 3.64 6.20
Pond 2 6.58 N/A 6.58 4.70
Pond 3 3.85 N/A 3.85 1.80
DIRECT FLOW
DRAINAGE SUMMARY TABLE
DESIGN
POINT
BASIN
ID
TOTAL
AREA
(acres)
C2 C100 Tc
(min)
Q2
(cfs)
Q100
(cfs)
1a 1a 8.90 0.29 0.36 23.5 3.8 16.5
1b 1b 2.89 0.25 0.31 25.3 1.0 4.5
2 2 2.96 0.57 0.71 17.7 2.9 12.7
3 3 5.04 0.63 0.79 13.4 6.3 27.5
4 4 6.88 0.32 0.40 16.5 4.0 17.2
5a 5a 0.68 0.73 0.91 9.7 1.1 4.9
5b 5b 2.75 0.62 0.77 13.5 3.4 14.7
6 6 8.17 0.32 0.40 24.8 3.7 16.3
7 7 12.99 0.57 0.71 19.2 12.1 52.8
8 8 10.72 0.29 0.37 22.6 4.7 20.6
9a 9a 2.47 0.33 0.42 22.2 1.3 5.5
9b 9b 7.52 0.27 0.33 19.4 3.3 14.4
10 10 2.63 0.25 0.31 21.4 1.0 4.5
OS1a OS1a 1.91 0.67 0.84 22.9 1.9 8.4
OS1b OS1b 2.41 0.68 0.86 24.6 2.4 10.4
OS2 OS2 0.26 0.73 0.91 9.5 0.4 1.9
LID Treatment Summary Table
Raingarden ID Total Drainage
Area (Ac.)
Raingarden
Req'd Min.
Volume
(Cu.-Ft.)
Raingarden#1 8.48 5737
Raingarden#2 16.19 8639
Raingarden#3 6.32 3841
Total Newly Developed Area
Treated 30.99 Ac.
Total Newly Developed Area 33.43 Ac.
Percent of Newly Developed Area
Treated 92.70 %
2.3%
2.5%
2.5%
2.5%
2.5%
MID-BLOCK PAN
LOT 10
LOT 11
LOT 13
LOT 8
LOT 7
LOT 5
LOT 4
LOT 6
LOT 2
LOT 1
LOT 3
LOT 22
LOT 27
LOT 12
LOT 23
LOT 24
LOT 25
LOT 26
BLOCK 6
BLOCK 9
INT-4
INTERSECTION DETAILS
61
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.
20 0 20 Feet
20
40 60
Sheet
of 68
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 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
J INTERSECTION OF BALTUSROL DR. & ROYAL TROON AVE.
82.73
83.94
82.48
82.60
1.3%
0.9%
0.5%
0.5% 0.8%
0.8%
1.7%
1.3%
0.5% 0.7% 0.9%
0.7%
0.7%
0.9% 0.7%
140.28' CROWN TRANSITION
164.5' CROWN TRANSITION
30' - 53' R.O.W
4.5' SIDEWALK
4.5' SIDEWALK
83.79
83.03
83.16
0.9%
1.7%
2.1%
1.9%
1.3%
83.32
83.75
83.32
0.5%
0.5%
ROLL-OVER
CURB AND GUTTER
ROLL-OVER
CURB AND GUTTER
SIDEWALK CHASE
MID-BLOCK PAN
2' CONCRETE
PAN
LOT 1
LOT 2 LOT 3 LOT 4 LOT 5
LOT 7
LOT 3 LOT 4 LOT 5
LOT 6
LOT 9 LOT 10
LOT 7 LOT 8
BLOCK 9
BLOCK 10
BLOCK 1
LOT 6
INT-3
INTERSECTION DETAILS
60
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.
20 0 20 Feet
20
40 60
Sheet
of 68
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 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
I INTERSECTION OF ROYAL TROON AVE. & CARNOUSTIE DR.
K MIDBLOCK RAMP CROWN TRANSITION ALONG WINGED FOOT DR.
STOP SIGN
4.0%
4.0%
ROLL-OVER
CURB AND GUTTER
ROLL-OVER
CURB AND GUTTER
30' -
53' R.O.W
4.5' SIDEWALK
4.5' SIDEWALK
R26.5' R26.5'
LOT 2
LOT 1
LOT 12
LOT 11
LOT 17 LOT 19
LOT 16 LOT 18
BLOCK 1
BLOCK 5
BLOCK 10
WINGED FOOT DR.
CARNOUSTIE DR.
84.57
85.00
84.57
84.12
84.37
83.90
83.39
83.65
83.11
83.72
84.03
84.10
83.38
1.9%
2.0%
0.4%
0.5%
1.5%
1.7% 1.7%
1.3%
1.6%
1.5%
1.1%
0.6%
1.3%
0.8%
1.4%
0.9%
1.0%
167' CROWN
TRANSITION
4.5' SIDEWALK
4.5' SIDEWALK
ROLL-OVER
CURB AND GUTTER
ROLL-OVER
CURB AND GUTTER
STOP SIGN
53' R.O.W
30' -
0.9%
1.7%
2.1%
1.9%
1.3%
LOT 1
LOT 7
LOT 8
BLOCK 9
BETHPAGE DR.
WINGED FOOT DR.
88.19
87.89
88.18
88.95
88.10
89.52
87.32
87.32
87.74
88.94
88.31
63.2' CROWN
TRANSITION
R26.5'
1.9%
1.9%
2.1%
1.9%
0.0%
1.2%
4.1%
2.7%
30' - 53' R.O.W
STOP SIGN ROLL-OVER
CURB AND GUTTER
ROLL-OVER
CURB AND GUTTER 4.5' SIDEWALK
4.5' SIDEWALK
1.9%
1.9%
R26.5'
LOT 2
LOT 6
LOT 3
LOT 4
LOT 2
LOT 1
BLOCK 1
BLOCK 9
BLOCK 8
INT-2
INTERSECTION DETAILS
59
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.
20 0 20 Feet
20
40 60
Sheet
of 68
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 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
E INTERSECTION OF WINGED FOOT DR. & KIAWAH DR. F INTERSECTION OF WINGED FOOT DR. & ROYAL TROON AVE.
G INTERSECTION OF WINGED FOOT DR. & CARNOUSTIE DR. H INTERSECTION OF WINGED FOOT DR. & BETHPAGE DR.
1.0%
84.93
84.38
84.92
1.6%
0.6%
1.7%
0.1%
1.7%
1.2%
1.3% 1.3%
1.4%
ON GRADE CURB
CHASE
SIDEWALK
CHASE
2' PAN
4.5' SIDEWALK
ROLL-OVER
CURB AND GUTTER
1.0%
1.2%
F
E
S
M
F
E
S
X X X X X
ST
E. DOUGLAS ROAD
WINGED FOOT DR.
80.80
81.23
80.80
79.94
79.94
79.36
79.50
79.57
79.68
79.79
79.81
79.59
55' CROWN
TRANSITION
3.0%
2.6%
1.9%
1.3%
2.6%
0.8%
0.1%
1.3%
0.8%
0.7%
0.6%
2.0%
1.2%
0.5%
R25'
30' -
53' R.O.W
4.5' SIDEWALK
4.5' SIDEWALK
2.9%
3.2%
0.6%
STOP SIGN
R25'
LOT 24
BLOCK 1
KIAWAH DR.
TURNBERRY ROAD
71.45
71.50
71.19
71.34
71.26
71.08
71.42
71.22
71.42
71.76
72.19
71.76
71.59
0.8% 0.8%
0.7%
1.0%
0.2%
0.5%
0.5%
0.5%
0.5%
1.1%
0.4%
0.8%
1.0%
1.7%
1.2%
1.3%
53' R.O.W 30' -
ROLL-OVER
CURB AND GUTTER
ROLL-OVER
CURB AND GUTTER
STOP SIGN
LOT 2
LOT 10
LOT 1
BLOCK 2
BLOCK 3
55' CROWN TRANSITION
INT-1
INTERSECTION DETAILS
58
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.
20 0 20 Feet
20
40 60
Sheet
of 68
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 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
A INTERSECTION OF BETHPAGE DR & DOUGLAS ROAD B INTERSECTION OF WINGED FOOT DR & DOUGLAS ROAD
C INTERSECTION OF BETHPAGE DR & BALTUSROL CT. D INTERSECTION OF KIAWAH DR. & TURNBERRY RD.
X X X X X X X
ST
MGAS
T
T
X
X
X X
X
ST
ST ST
ST
LOD LOD
576.6'
299.9' (50:1 REDIRECT TAPER)
TURNBERRY ROAD
4
4
300.2' (50:1 REDIRECT TAPER)
8
8
6.0' BIKE LANE
12' TRAVEL LANE
12' TRAVEL LANE
4
12' TRAVEL LANE
12' TRAVEL LANE
72.0' RIGHT-OF-WAY
12' TURN LANE
7
L
L
6.0' BIKE LANE
ST-2
STRIPING PLAN
TURNBERRY ROAD
57
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
Sheet
of 68
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 CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
EXISTING LOT LINE
SIGN
EXISTING EDGE OF ASPHALT
WHITE ISLAND CROSS HATCHING
4" SOLID YELLOW LINE
6" SOLID WHITE LINE
(2) 4" SOLID LINES; 4" APART
DOUBLE YELLOW LINE
4" BROKEN YELLOW LINE
8" SOLID WHITE LINE
DOUBLE YELLOW LINE
4" SOLID AND 4" BROKEN; 4" APART
9
6
3
5
1
8
2
4
7
STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
BICYCLIST AND ARROW
18" X 9' CROSSING LINE, SEE NOTES
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT MARKING
18" WIDE STOP BAR
PREFORMED PLASTIC PAVEMENT
MARKING "STOP" (22.5 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
STRAIGHT AND LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT MARKING
RIGHT TURN ARROW (15.5 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
LEFT TURN ARROW (15.5 S.F. EA.)
RIGHT AND LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
TWO WAY LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT
MARKING "ONLY" (22.5 S.F. EA.) (DO NOT USE)
L
H
D
C
B
A K
E
F
G
I
J
M LANE REDUCTION ARROW
PREFORMED PLASTIC PAVEMENT MARKING
11 MEDIAN LINE YELLOW 18" WIDE
50' O.C. 45° ANGLES
10' 30' 10' 30' 10'
N "LANE ENDS"
PREFORMED PLASTIC PAVEMENT MARKING
4" WHITE DASHED LINE 3' 3' 3' 3' 3'
O 18" WIDE WHITE MEDIAN STRIPING
PREFORMED PLASTIC PAVEMENT MARKING
A. 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.
B. ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED
THERMO-PLASTIC.
C. ALL SIGNAGE SHALL BE PER CITY OF FT. COLLINS STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN
MUTCD. (REF. LCUASS SECTION 22.6.2)
D. ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE ONE COAT HIGH BUILD 20-22 MILS.
E. ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY PAINT.
F. PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACE
TEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE
APPROVED BY THE CITY OF FT. COLLINS ENGINEER PRIOR TO PERMANENT INSTALLATION OF STRIPING AND SYMBOLS.
G. PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS.
H. EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION.
I. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS.
J. ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS.
K. A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE CITY OF FT.
COLLINS ENGINEER. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE
THE 2-YEAR WARRANTY PERIOD WILL BEGIN.
L. THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND
UTILITIES.
M. SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN.
N. SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO
INITIATION OF THE WARRANTY PERIOD. THE CITY OF FT. COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONAL
SIGNAGE AND/OR STRIPING IF THE CITY OF FT. COLLINS 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).
O. SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFIC
CONTROL DEVICES, FOR ADDITIONAL DETAIL.
P. STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS ON SAME POLE, PER LCUASS
DRAWING 1401.
STRIPING LEGEND: STRIPING NOTES:
8" DOTTED SKIP WHITE LINE 3' 9' 3' 9' 3'
(NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN)
PAVEMENT STRIPING
PAVEMENT MARKINGS
STRAIGHT ARROW (15 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
ST-1
ST-2
MATCH LINE SEE ABOVE RIGHT
MATCH LINE SEE BELOW LEFT
7
7
7
3
4
100.0'
L
L
I
E
E
E
E
X
X
X X
X
F
E
S
M
F
E
S
TELE
X X X
X
LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
EAST DOUGLAS ROAD
12' TRAVEL LANE
12' TURN LANE
12' TRAVEL LANE
PROPOSED 48.0'
HALF ROW
EXISTING 30.0'
HALF ROW
EXISTING EDGE
OF ASPHALT
6.0' BIKE LANE
4.4'±
C 4
4
8
4
4
1
7
L
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
EAST DOUGLAS ROAD
12' TURN
LANE
12' TRAVEL LANE
12' TRAVEL LANE
12' TURN LANE
TURNBERRY ROAD
12' TRAVEL LANE
12' TRAVEL LANE
64.8' STORAGE 540.0' (45:1 REDIRECT TAPER)
200.0' (16.7:1 BAY TAPER) 235.0' STORAGE
PROPOSED 60.0'
HALF ROW
EXISTING 30.0'
HALF ROW
EXISTING EDGE
OF ASPHALT
EXISTING 60.0'
ROW
No. 8 OUTLET DITCH
EXISTING "RIGHT LANE
BIKES ONLY" SIGN
EXISTING "45 MPH" SIGN
PROPOSED 48.0'
HALF ROW
EXISTING 30.0'
HALF ROW
435.0' DECELERATION
WINGED FOOT DRIVE
4.7'± 4.6'±
6.0' BIKE LANE
L
C C
B B
4
4
4 4
1
8
3
3
3
P
L
100.0'
3 L
ST-1
STRIPING PLAN
EAST DOUGLAS ROAD
56
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
Sheet
of 68
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 CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
EXISTING LOT LINE
SIGN
EXISTING EDGE OF ASPHALT
WHITE ISLAND CROSS HATCHING
4" SOLID YELLOW LINE
6" SOLID WHITE LINE
(2) 4" SOLID LINES; 4" APART
DOUBLE YELLOW LINE
4" BROKEN YELLOW LINE
8" SOLID WHITE LINE
DOUBLE YELLOW LINE
4" SOLID AND 4" BROKEN; 4" APART
9
6
3
5
1
8
2
4
7
STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
BICYCLIST AND ARROW
18" X 9' CROSSING LINE, SEE NOTES
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT MARKING
18" WIDE STOP BAR
PREFORMED PLASTIC PAVEMENT
MARKING "STOP" (22.5 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
STRAIGHT AND LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT MARKING
RIGHT TURN ARROW (15.5 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
LEFT TURN ARROW (15.5 S.F. EA.)
RIGHT AND LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
TWO WAY LEFT TURN ARROW (31 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
PREFORMED PLASTIC PAVEMENT
MARKING "ONLY" (22.5 S.F. EA.) (DO NOT USE)
L
H
D
C
B
A K
E
F
G
I
J
M LANE REDUCTION ARROW
PREFORMED PLASTIC PAVEMENT MARKING
11 MEDIAN LINE YELLOW 18" WIDE
50' O.C. 45° ANGLES
10' 30' 10' 30' 10'
N "LANE ENDS"
PREFORMED PLASTIC PAVEMENT MARKING
4" WHITE DASHED LINE 3' 3' 3' 3' 3'
O 18" WIDE WHITE MEDIAN STRIPING
PREFORMED PLASTIC PAVEMENT MARKING
A. 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.
B. ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED
THERMO-PLASTIC.
C. ALL SIGNAGE SHALL BE PER CITY OF FT. COLLINS STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN
MUTCD. (REF. LCUASS SECTION 22.6.2)
D. ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE ONE COAT HIGH BUILD 20-22 MILS.
E. ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY PAINT.
F. PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACE
TEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE
APPROVED BY THE CITY OF FT. COLLINS ENGINEER PRIOR TO PERMANENT INSTALLATION OF STRIPING AND SYMBOLS.
G. PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS.
H. EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION.
I. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS.
J. ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS.
K. A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE CITY OF FT.
COLLINS ENGINEER. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE
THE 2-YEAR WARRANTY PERIOD WILL BEGIN.
L. THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND
UTILITIES.
M. SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN.
N. SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO
INITIATION OF THE WARRANTY PERIOD. THE CITY OF FT. COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONAL
SIGNAGE AND/OR STRIPING IF THE CITY OF FT. COLLINS 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).
O. SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFIC
CONTROL DEVICES, FOR ADDITIONAL DETAIL.
P. STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS ON SAME POLE, PER LCUASS
DRAWING 1401.
STRIPING LEGEND: STRIPING NOTES:
8" DOTTED SKIP WHITE LINE 3' 9' 3' 9' 3'
(NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN)
PAVEMENT STRIPING
PAVEMENT MARKINGS
STRAIGHT ARROW (15 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
ST-1
ST-2
MATCH LINE SEE ABOVE RIGHT MATCH LINE SEE ABOVE RIGHT
MATCH LINE SEE BELOW LEFT MATCH LINE SEE BELOW LEFT
5060
5064
5068
5072
5076
5058
5060
5064
5068
5072
5076
-40 -20 0 20 40
CENTER
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
CENTER
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
CENTER
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
CENTER
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
CENTER
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
CENTER
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
CENTER
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
CENTER
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
CENTER
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
CENTER
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
-2.19%
-2.67%
-3.30%
-3.71%
-3.99%
-2.51%
-1.69%
-2.30%
-2.85%
-3.41%
-3.96%
-4.50%
-2.97%
EXISTING
GRADE
PROPOSED
GRADE
15" SS 15" SS 15" SS
15" SS 15" SS 15" SS
15" SS
15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS
15" SS 15" SS
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
MGAS
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 68
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
55
CROSS SECTION PROFILES
TURNBERRY ROAD
XS5
XS4
5072
5076
5080
5062
5064
5068
5072
5076
5080
-40 -20 0 20 40
CENTER
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
CENTER
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
CENTER
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
CENTER
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
CENTER
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
CENTER
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
19+00
5062
5064
5068
5072
5076
5062
5064
5068
5072
5076
-40 -20 0 20 40
CENTER
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
CENTER
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
CENTER
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
CENTER
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
CENTER
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
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
1.02% 1.02%
0.50%
-0.71%
-2.07%
-2.66%
-2.49%
-2.23%
-1.97%
-1.71%
-1.70%
-1.91%
-2.26%
-2.24%
-2.07% -2.07%
EXISTING
GRADE
PROPOSED
GRADE
EXISTING
GRADE
PROPOSED
GRADE
WIDENING
15" SS
15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS
12" W 12" W
SD SD
SD
SD
SD SD SD SD
SD
W
W
V.P.
X
X
X
X
V.P.
VAULT
CABLE
BOX
CABLE
M
M
X X
X
V.GAS GAS 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 68
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
54
CROSS SECTION PROFILES
TURNBERRY ROAD
XS5
XS4
5080
5084
5088
-40 -20 0 20 40
CENTER
LINE
39+50
5070
5072
5076
5080
5084
5088
5070
5072
5076
5080
5084
5088
-40 -20 0 20 40
CENTER
LINE
40+00
5070
5072
5076
5080
5084
5088
5070
5072
5076
5080
5084
5088
-40 -20 0 20 40
CENTER
LINE
40+50
5070
5072
5076
5080
5084
5088
5070
5072
5076
5080
5084
5088
-40 -20 0 20 40
CENTER
LINE
41+00
5070
5072
5076
5080
5084
5088
5070
5072
5076
5080
5084
5088
-40 -20 0 20 40
CENTER
LINE
41+50
5070
5072
5076
5080
5084
5088
5070
5072
5076
5080
5084
5088
-40 -20 0 20 40
CENTER
LINE
42+00
5070
5072
5076
5080
5084
5070
5072
5076
5080
5084
-40 -20 0 20 40
CENTER
LINE
42+50
5070
5072
5076
5080
5084
5070
5072
5076
5080
5084
-40 -20 0 20 40
CENTER
LINE
43+00
5066
5068
5072
5076
5080
5084
5066
5068
5072
5076
5080
5084
-40 -20 0 20 40
CENTER
LINE
43+50
5066
5068
5072
5076
5080
5084
5066
5068
5072
5076
5080
5084
-40 -20 0 20 40
CENTER
LINE
44+00
5066
5068
5072
5076
5080
5084
5066
5068
5072
5076
5080
5084
-40 -20 0 20 40
CENTER
LINE
44+50
5062
5064
5068
5072
5076
5080
5084
5062
5064
5068
5072
5076
5080
5084
-40 -20 0 20 40
CENTER
LINE
45+00
5062
5064
5068
5072
5076
5080
5084
5062
5064
5068
5072
5076
5080
5084
-40 -20 0 20 40
CENTER
LINE
45+50
5058
5060
5064
5068
5072
5076
5080
5058
5060
5064
5068
5072
5076
5080
-40 -20 0 20 40
CENTER
LINE
46+00
5062
5064
5068
5072
5076
5080
5062
5064
5068
5072
5076
5080
-40 -20 0 20 40
CENTER
LINE
46+50
5066
5068
5072
5076
5080
5066
5068
5072
5076
5080
-40 -20 0 20 40
CENTER
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
-3.14%
-3.53%
-3.73%
-3.48%
-2.91%
-2.34%
-2.04%
-2.05%
-2.05%
-2.05%
-2.01%
-1.83%
-1.58%
-1.56%
-1.54%
EXISTING
GRADE
PROPOSED
GRADE
EXISTING
GRADE
PROPOSED
GRADE
EXISTING
GRADE
PROPOSED
GRADE
Sheet
of 68
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
53
CROSS SECTION PROFILES
EAST DOUGLAS ROAD
XS3
XS2
XS1
5084
5088
5092
-40 -20 0 20 40
CENTER
LINE
29+50
5074
5076
5080
5084
5088
5092
5074
5076
5080
5084
5088
5092
-40 -20 0 20 40
CENTER
LINE
30+00
5070
5072
5076
5080
5084
5088
5070
5072
5076
5080
5084
5088
-40 -20 0 20 40
CENTER
LINE
30+50
5070
5072
5076
5080
5084
5088
5070
5072
5076
5080
5084
5088
-40 -20 0 20 40
CENTER
LINE
31+00
5070
5072
5076
5080
5084
5088
5070
5072
5076
5080
5084
5088
-40 -20 0 20 40
CENTER
LINE
31+50
5070
5072
5076
5080
5084
5088
5070
5072
5076
5080
5084
5088
-40 -20 0 20 40
CENTER
LINE
32+00
5070
5072
5076
5080
5084
5088
5070
5072
5076
5080
5084
5088
-40 -20 0 20 40
CENTER
LINE
32+50
5070
5072
5076
5080
5084
5088
5070
5072
5076
5080
5084
5088
-40 -20 0 20 40
CENTER
LINE
33+00
5070
5072
5076
5080
5084
5088
5070
5072
5076
5080
5084
5088
-40 -20 0 20 40
CENTER
LINE
33+50
5070
5072
5076
5080
5084
5088
5070
5072
5076
5080
5084
5088
-40 -20 0 20 40
CENTER
LINE
34+00
5070
5072
5076
5080
5084
5088
5070
5072
5076
5080
5084
5088
-40 -20 0 20 40
CENTER
LINE
34+50
5070
5072
5076
5080
5084
5088
5070
5072
5076
5080
5084
5088
-40 -20 0 20 40
CENTER
LINE
35+00
5070
5072
5076
5080
5084
5088
5070
5072
5076
5080
5084
5088
-40 -20 0 20 40
CENTER
LINE
35+50
5070
5072
5076
5080
5084
5088
5070
5072
5076
5080
5084
5088
-40 -20 0 20 40
CENTER
LINE
36+00
5070
5072
5076
5080
5084
5088
5070
5072
5076
5080
5084
5088
-40 -20 0 20 40
CENTER
LINE
36+50
5070
5072
5076
5080
5084
5088
5070
5072
5076
5080
5084
5088
-40 -20 0 20 40
CENTER
LINE
37+00
5070
5072
5076
5080
5084
5088
5070
5072
5076
5080
5084
5088
-40 -20 0 20 40
CENTER
LINE
37+50
5070
5072
5076
5080
5084
5088
5070
5072
5076
5080
5084
5088
-40 -20 0 20 40
CENTER
LINE
38+00
5070
5072
5076
5080
5084
5088
5070
5072
5076
5080
5084
5088
-40 -20 0 20 40
CENTER
LINE
38+50
5070
5072
5076
5080
5084
5088
5070
5072
5076
5080
5084
5088
-40 -20 0 20 40
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
-2.85%
-3.06%
-3.27%
-3.51%
-3.81%
-3.51%
-2.43%
-2.08%
-2.30%
-2.89%
-3.38%
-3.50%
-3.64%
-3.99%
-2.75%
-2.18%
-2.18%
-2.26%
-2.42%
-2.75%
EXISTING
GRADE
PROPOSED
GRADE
EXISTING
GRADE
PROPOSED
GRADE
Sheet
of 68
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
52
CROSS SECTION PROFILES
EAST DOUGLAS ROAD
XS3
XS2
XS1
CENTER
LINE
21+50
5090
5092
5096
5100
5104
5090
5092
5096
5100
5104
-40 -20 0 20 40
CENTER
LINE
22+00
5086
5088
5092
5096
5100
5104
5086
5088
5092
5096
5100
5104
-40 -20 0 20 40
CENTER
LINE
22+50
5086
5088
5092
5096
5100
5104
5086
5088
5092
5096
5100
5104
-40 -20 0 20 40
CENTER
LINE
23+00
5086
5088
5092
5096
5100
5086
5088
5092
5096
5100
-40 -20 0 20 40
CENTER
LINE
23+50
5082
5084
5088
5092
5096
5100
5082
5084
5088
5092
5096
5100
-40 -20 0 20 40
CENTER
LINE
24+00
5082
5084
5088
5092
5096
5100
5082
5084
5088
5092
5096
5100
-40 -20 0 20 40
CENTER
LINE
24+50
5082
5084
5088
5092
5096
5100
5082
5084
5088
5092
5096
5100
-40 -20 0 20 40
CENTER
LINE
25+00
5078
5080
5084
5088
5092
5096
5078
5080
5084
5088
5092
5096
-40 -20 0 20 40
CENTER
LINE
25+50
5078
5080
5084
5088
5092
5096
5078
5080
5084
5088
5092
5096
-40 -20 0 20 40
CENTER
LINE
26+50
5074
5076
5080
5084
5088
5092
5074
5076
5080
5084
5088
5092
-40 -20 0 20 40
CENTER
LINE
27+00
5074
5076
5080
5084
5088
5092
5074
5076
5080
5084
5088
5092
-40 -20 0 20 40
CENTER
LINE
27+50
5074
5076
5080
5084
5088
5092
5074
5076
5080
5084
5088
5092
-40 -20 0 20 40
CENTER
LINE
28+00
5074
5076
5080
5084
5088
5092
5074
5076
5080
5084
5088
5092
-40 -20 0 20 40
CENTER
LINE
28+50
5074
5076
5080
5084
5088
5092
5074
5076
5080
5084
5088
5092
-40 -20 0 20 40
CENTER
LINE
26+00
5074
5076
5080
5084
5088
5092
5096
5074
5076
5080
5084
5088
5092
5096
-40 -20 0 20 40
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
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
-2.00%
-1.94%
-1.91%
-1.95%
-2.05%
-2.21%
-2.42%
-2.64%
EXISTING
GRADE
PROPOSED
GRADE
EXISTING
GRADE
PROPOSED
GRADE
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
BETHPAGE DR.
SEE SHEET
R1
Sheet
of 68
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
51
CROSS SECTION PROFILES
EAST DOUGLAS ROAD
XS3
XS2
XS1
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
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
T
ST
T
ST
ST ST
LOD LOD
SD SD SD SD SD SD SD SD
SD SD
SD
72' ROW
6' SIDEWALK
TURNBERRY ROAD
TYPE III
BARRICADE
CENTERLINE
TURNBERRY RD.
SCALE : 1" = 40' (H) 1" = 5' (V)
R13
PLAN AND PROFILE
TURNBERRY ROAD
50
( 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 68
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 STA = 16+53.44
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
ST
12" W 12" W
SD
SD
SD SD SD SD
SD
W
W
E. DOUGLASS RD.
SEE SHEET R11
72' ROW
6' SIDEWALK
TURNBERRY ROAD
P
CENTERLINE
TURNBERRY RD.
SCALE : 1" = 40' (H) 1" = 5' (V)
R12
PLAN AND PROFILE
TURNBERRY ROAD
49
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 68
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
STOP
R1-1
D3
STREET NAME
6"x30'
30"x30'
P
P
PROPOSED STOP SIGN
WITH STREET NAME
SIGNS
PROPOSED SIGN
SIGN LEGEND
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
WINGED FOOT DR.
SEE SHEET ##
TURNBERRY RD.
SEE SHEET R13
6' SIDEWALK
6' SIDEWALK
90' ROW
EAST DOUGLAS ROAD
P
CENTERLINE
E. DOUGLAS RD.
SCALE : 1" = 40' (H) 1" = 5' (V)
R11
PLAN AND PROFILE
EAST DOUGLAS ROAD
48
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
39+00
Sheet
of 68
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
STOP
R1-1
D3
STREET NAME
6"x30'
30"x30'
P
P
PROPOSED STOP SIGN
WITH STREET NAME
SIGNS
PROPOSED SIGN
SIGN LEGEND
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
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
47
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 39+00
LINE
MATCH
STA
39+00
Sheet
of 68
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 39+00
MATCH LINE SEE SHEET R9 STA 29+00
SEE SHEET R1
78' ROW
6' SIDEWALK
EAST DOUGLAS ROAD
P
TYPE III
BARRICADE
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
46
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 68
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
STOP
R1-1
D3
STREET NAME
6"x30'
30"x30'
P
P
PROPOSED STOP SIGN
WITH STREET NAME
SIGNS
PROPOSED SIGN
SIGN LEGEND
2.25%
4.00%
-1.30%
-1.70%
-2.10%
0.50%
0.90%
0.80%
-0.90%
-0.50%
1.20%
PVI STA = 31+77.42
PVI ELEV = 5087.03
PVI STA = 31+62.42
PVI ELEV = 5086.69
PVI STA = 24+59.27
PVI ELEV = 5074.56
PVI STA = 24+06.27
PVI ELEV = 5074.97
PVI STA = 23+81.27
PVI ELEV = 5075.29
PVI STA = 23+56.27
PVI ELEV = 5075.72
PVI STA = 24+87.27
PVI ELEV = 5074.74
PVI STA = 25+12.27
PVI ELEV = 5074.97
PVI STA = 24+31.27
PVI ELEV = 5074.74
PVI STA = 24+56.27
PVI ELEV = 5074.62
PVI STA = 24+62.27
PVI ELEV = 5074.62
PVI STA = 26+23.77
PVI ELEV = 5076.30
192.0' VC
PVI STA = 29+72.53
PVI ELEV = 5079.09
BCVS: 28+76.53
BVCE: 5078.33
ECVS: 30+68.53
EVCE: 5082.93
A.D. = 3.20
K = 60.00
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
2.25%
4.00%
-1.30%
-1.70%
-2.10%
0.50%
0.90%
0.80%
-0.90%
-0.50%
1.20%
5065
5070
5075
5080
5085
5090
5065
5070
5075
5080
5085
5090
23+50 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 32+50
5075.08
5074.54
5075.41
5076.28
5077.08
5077.87
5079.45
5082.65
5075.37
5074.85
5074.63
5074.48
5074.74
5074.96
5075.19
5075.64
5075.86
5076.09
5076.48
5076.68
5076.88
5077.27
5077.47
5077.67
5078.11
5078.46
5078.91
5080.10
5080.85
5081.70
5083.65
5084.65
5085.88
6.03%
5.28%
4.00%
-0.50%
-1.30%
-0.90%
0.79%
0.50%
0.90%
PVI STA = 31+86.68
PVI ELEV = 5086.58
PVI STA = 31+91.30
PVI ELEV = 5086.83
PVI STA = 31+63.80
PVI ELEV = 5085.20
PVI STA = 24+81.18
PVI ELEV = 5074.45
PVI STA = 23+93.14
PVI ELEV = 5075.14
PVI STA = 24+56.18
PVI ELEV = 5074.57
PVI STA = 25+06.21
PVI ELEV = 5074.57
PVI STA = 26+71.19
PVI ELEV = 5076.06
199.1' VC
PVI STA = 30+00.33
PVI ELEV = 5078.66
BCVS: 29+00.79
BVCE: 5077.88
ECVS: 30+99.87
EVCE: 5082.65
A.D. = 3.21
K = 62.07
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
5065
5070
5075
5080
5085
5090
5065
5070
5075
5080
5085
5090
23+50 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 32+50
5075.02
5074.97
5075.77
5076.57
5077.37
5078.28
5080.54
5084.32
5075.33
5074.80
5074.64
5074.81
5075.17
5075.37
5075.57
5075.97
5076.17
5076.37
5076.77
5076.97
5077.17
5077.57
5077.77
5077.98
5078.68
5079.19
5079.81
5081.38
5082.32
5083.32
5085.35
-0.50%
-0.90%
5.03%
0.80%
-1.30%
-1.70%
4.00%
0.50%
0.80%
PVI STA = 24+49.82
PVI ELEV = 5074.64
PVI STA = 24+46.82
PVI ELEV = 5074.70
PVI STA = 24+21.82
PVI ELEV = 5074.82
PVI STA = 31+49.72
PVI ELEV = 5086.59
PVI STA = 23+96.82
PVI ELEV = 5075.04
PVI STA = 23+71.82
PVI ELEV = 5075.37
PVI STA = 31+22.06
PVI ELEV = 5085.20
PVI STA = 24+52.82
PVI ELEV = 5074.70
PVI STA = 24+87.26
PVI ELEV = 5074.87
PVI STA = 26+12.69
PVI ELEV = 5075.87
184.9' VC
PVI STA = 29+57.97
PVI ELEV = 5078.64
BCVS: 28+65.51
BVCE: 5077.90
ECVS: 30+50.43
EVCE: 5082.34
A.D. = 3.20
K = 57.81
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
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
Sheet
of 68
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
CENTERLINE
ROYAL TROON AVE.
SCALE : 1" = 40' (H) 1" = 5' (V)
R8
PLAN AND PROFILE
ROYAL TROON AVE.
45
( 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
23+50
NORTH
STOP
R1-1
D3
STREET NAME
6"x30'
30"x30'
P
P
PROPOSED STOP SIGN
WITH STREET NAME
SIGNS
PROPOSED SIGN
SIGN LEGEND
LEFT FLOWLINE
ROYAL TROON AVE.
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET ## STA 23+50
RIGHT FLOWLINE
ROYAL TROON AVE.
SCALE : 1" = 40' (H) 1" = 5' (V)
R6
R8
R7
5086.53
5084.07
5081.60
5079.13
5076.78
5087.15
5085.92
5085.30
5084.68
5083.45
5082.83
5082.22
5080.98
5080.37
5079.75
5078.51
5077.88
5077.30
5076.25
-2.48%
-2.47%
-2.10%
PVI STA = 22+64.71
PVI ELEV = 5077.52
PVI STA = 21+67.04
PVI ELEV = 5079.95
PVI STA = 23+46.82
PVI ELEV = 5075.80
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
5065
5070
5075
5080
5085
5090
5065
5070
5075
5080
5085
5090
18+50 19+00 20+00 21+00 22+00 23+00 23+50
5085.94
5083.40
5080.87
5078.58
5076.52
5086.58
5085.31
5084.67
5084.04
5082.77
5082.14
5081.50
5080.23
5079.65
5079.12
5078.05
5077.51
5076.98
5076.10
-2.14%
-1.70%
-2.54%
-1.30%
PVI STA = 21+36.38
PVI ELEV = 5079.94
PVI STA = 22+82.19
PVI ELEV = 5076.82
PVI STA = 23+43.14
PVI ELEV = 5075.79
W W
W
G G
G
E
E
E E
E
B
LOD
LOD LOD
BALTUSROL DR.
53' ROW
30'
-
4.5' SIDEWALK
4.5' SIDEWALK
∆
∆
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
Sheet
of 68
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
CENTERLINE
BALTUSROL DR.
SCALE : 1" = 40' (H) 1" = 5' (V)
R7
PLAN AND PROFILE
BALTUSROL DR.
44
( 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
18+50
NORTH
LINE
MATCH
STA
23+50
LEFT FLOWLINE
BALTUSROL DR.
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
BALTUSROL DR.
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET R8 STA 23+50
MATCH LINE SEE SHEET R6 STA 18+50
R6
R8
R7
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
5095
5100
5105
5110
5115
5120
5095
5100
5105
5110
5115
5120
9+50 10+00 11+00 12+00 13+00 14+00
5111.54
5110.41
5109.29
5108.16
5107.04
5105.92
5104.90
5104.00
5103.23
5102.58
5101.96
5101.34
5100.72
5100.11
5099.49
-2.47%
-4.50%
PVI STA = 10+02.30
PVI ELEV = 5112.56
102.8' VC
PVI STA = 11+92.90
PVI ELEV = 5103.98
BCVS: 11+41.53
BVCE: 5106.30
ECVS: 12+44.28
EVCE: 5102.72
A.D. = 2.03
K = 50.56
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
5095
5100
5105
5110
5115
5120
5095
5100
5105
5110
5115
5120
9+50 10+00 11+00 12+00 13+00 14+00
5111.54
5110.41
5109.29
5108.16
5107.04
5105.91
5104.86
5103.92
5103.11
5102.43
5101.80
5101.16
5100.53
5099.90
5099.26
-4.50%
-2.54%
PVI STA = 10+02.30
PVI ELEV = 5112.56
97.2' VC
PVI STA = 11+98.14
PVI ELEV = 5103.75
BCVS: 11+49.52
BVCE: 5105.94
ECVS: 12+46.76
EVCE: 5102.51
A.D. = 1.96
K = 49.54
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
5080
5085
5090
5095
5100
5105
5080
5085
5090
5095
5100
5105
14+00 15+00 16+00 17+00 18+00 18+50
5096.67
5094.17
5091.67
5089.17
5098.54
5097.92
5097.29
5096.04
5095.42
5094.79
5093.54
5092.92
5092.29
5091.04
5090.42
5089.79
5088.54
-2.50%
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
5080
5085
5090
5095
5100
5105
5080
5085
5090
5095
5100
5105
14+00 15+00 16+00 17+00 18+00 18+50
5096.41
5093.94
5091.47
5089.00
5098.26
5097.64
5097.02
5095.79
5095.17
5094.56
5093.32
5092.70
5092.09
5090.85
5090.24
5089.62
5088.39
-2.47%
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
5080
5085
5090
5095
5100
5105
5080
5085
5090
5095
5100
5105
14+00 15+00 16+00 17+00 18+00 18+50
5096.09
5093.55
5091.02
5088.48
5097.99
5097.36
5096.72
5095.46
5094.82
5094.19
5092.92
5092.28
5091.65
5090.38
5089.75
5089.11
5087.84
-2.54%
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
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
Sheet
of 68
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
CENTERLINE
BALTUSROL DR.
SCALE : 1" = 40' (H) 1" = 5' (V)
R6
PLAN AND PROFILE
BALTUSROL DR. /BALTUSROL CT.
43
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
R6
R8
R7
LINE
MATCH
STA
18+50
LEFT FLOWLINE
BALTUSROL DR.
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
BALTUSROL DR.
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET R7 STA 18+50
5083.94
5083.92
5084.23
5084.55
5084.86
5085.13
5085.23
5085.11
5084.78
5084.26
5083.67
5083.08
5082.49
5081.90
5081.31
5080.72
5080.17
5079.75
5079.45
5079.28
5079.15
5079.02
5078.89
5078.76
5078.63
5078.50
5078.37
5078.17
5077.95
5077.68
5077.35
5077.03
5076.70
5076.57
PROPOSED
GRADE
EXISTING
GROUND
WINGED FOOT DR.
SEE SHEET R2
ROYAL TROON AVE.
SEE SHEET R8
30'
-
4.5' SIDEWALK
CARNOUSTIE DR.
4.5' SIDEWALK
53' ROW
4 5
6
1
4
19
18
16
13
14
17
15
2 3
7
17
19
21
18
16
23
20
WINGED FOOT DR.
SEE SHEET R2
9' UTILITY
EASEMENT (TYP.)
9' UTILITY
EASEMENT (TYP.)
∆
∆
R26.5'
R26.5'
R26.5'
R26.5'
P
P
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 19+00
PROPOSED
GRADE
EXISTING
GROUND
5083.37
5083.31
5083.28
5083.24
5083.07
5082.85
5082.69
5082.44
5082.10
5081.60
5081.10
5080.71
5080.46
5080.31
5080.07
5079.45
5078.76
5078.20
5078.08
5077.81
5077.37
5077.33
5076.91
5076.47
5076.16
5075.90
5075.70
5075.52
5075.33
5075.15
5075.05
5074.95
5074.86
-0.92%
-1.00%
-2.30%
-0.59%
-0.88%
1.32%
PVI STA = 10+16.83
PVI ELEV = 5083.39
PVI STA = 16+36.51
PVI ELEV = 5077.91
PVI STA = 16+93.61
PVI ELEV = 5077.39
PVI STA = 17+75.83
PVI ELEV = 5076.67
PVI STA = 17+98.60
PVI ELEV = 5076.44
98.2' VC
HP ELEV = 5084.79
HP STA = 11+40.26
PVI STA = 11+53.55
PVI ELEV = 5085.20
BVCS: 11+04.45
BVCE: 5084.55
EVCS: 12+02.66
EVCE: 5084.07
A.D. = 3.63
K = 27.08
97.5' VC
PVI STA = 14+12.58
PVI ELEV = 5079.23
BCVS: 13+63.83
BVCE: 5080.35
ECVS: 14+61.33
EVCE: 5078.94
A.D. = 1.72
K = 56.80
PROPOSED
GRADE
EXISTING
GROUND
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 19+00
5083.94
5084.07
5084.25
5084.45
5084.68
5084.82
5084.78
5084.55
5084.13
5083.56
5082.98
5082.39
5081.81
5081.22
5080.63
5080.05
5079.57
5079.19
5078.94
5078.79
5078.66
5078.53
5078.41
5078.28
5078.15
5078.02
5077.89
5077.67
5077.45
5077.19
5076.91
5076.63
5076.36
-0.52%
-1.00%
-2.34%
1.18%
0.50%
0.80%
PVI STA = 10+16.83
PVI ELEV = 5083.90
PVI STA = 17+34.64
PVI ELEV = 5077.37
PVI STA = 18+39.56
PVI ELEV = 5076.21
PVI STA = 10+56.82
PVI ELEV = 5084.10
PVI STA = 11+14.84
PVI ELEV = 5084.57
117.9' VC
HP ELEV = 5084.83
HP STA = 11+56.82
PVI STA = 11+76.27
PVI ELEV = 5085.29
BVCS: 11+17.33
BVCE: 5084.60
EVCS: 12+35.21
EVCE: 5083.91
A.D. = 3.53
K = 33.44
97.5' VC
PVI STA = 14+40.45
PVI ELEV = 5079.10
BCVS: 13+91.70
BVCE: 5080.24
ECVS: 14+89.20
EVCE: 5078.85
A.D. = 1.83
K = 53.34
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
Sheet
of 68
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
CENTERLINE
CARNOUSTIE DR.
SCALE : 1" = 40' (H) 1" = 5' (V)
R5
PLAN AND PROFILE
CARNOUSTIE DR.
42
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
R5
STOP
R1-1
D3
STREET NAME
6"x30'
P
PROPOSED STOP SIGN
WITH STREET NAME
SIGNS
PROPOSED SIGN
SIGN LEGEND
LEFT FLOWLINE
CARNOUSTIE DR.
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
CARNOUSTIE DR.
SCALE : 1" = 40' (H) 1" = 5' (V)
5074.28
5073.98
5073.68
5073.38
5073.08
5072.78
5072.48
5072.18
5071.78
5071.38
5071.68
PROPOSED
EXISTING GRADE
GROUND
2
4
3
5
8
7
9
10
1
2
3
4
8
10
9
11
6
1
7
6
5
7
53' ROW 30' -
KIAWAH DR.
15" SS 15" SS
15" SS
15" SS
15" SS
WINGED FOOT DR.
SEE SHEET R2
WINGED FOOT DR.
SEE SHEET R3
∆
∆
TURNBERRY RD.
SEE SHEET R12
9' UTILITY
EASEMENT (TYP.)
9' UTILITY
EASEMENT (TYP.)
R26.5'
P
P
5065
5070
5075
5080
5085
5090
5065
5070
5075
5080
5085
5090
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50
-2.58%
-1.26%
-0.85%
-0.72%
PVI STA = 10+38.97
PVI ELEV = 5083.21
PVI STA = 15+93.98
PVI ELEV = 5071.76
PVI STA = 16+13.98
PVI ELEV = 5071.59
PVI STA = 16+48.98
PVI ELEV = 5071.34
98.0' VC
PVI STA = 13+77.71
PVI ELEV = 5074.48
BCVS: 13+28.71
BVCE: 5075.74
ECVS: 14+26.71
EVCE: 5073.86
A.D. = 1.32
K = 74.09
PROPOSED
GRADE
EXISTING
GROUND
5082.93
5082.28
5081.64
5080.99
5080.35
5079.70
5079.06
5078.42
5077.77
5077.13
5076.48
5075.84
5075.22
5074.69
5074.24
5073.88
5073.57
5073.25
5072.94
5072.63
5072.31
5072.00
5071.71
5071.51
5065
5070
5075
5080
5085
5090
5065
5070
5075
5080
5085
5090
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50
-2.60%
-1.04%
PVI STA = 10+38.97
PVI ELEV = 5083.21
PVI STA = 16+05.22
PVI ELEV = 5071.76
PVI STA = 16+60.22
PVI ELEV = 5071.19
98.0' VC
PVI STA = 13+77.80
PVI ELEV = 5074.40
BCVS: 13+28.80
BVCE: 5075.67
ECVS: 14+26.80
EVCE: 5073.83
A.D. = 1.44
K = 68.05
PROPOSED
GRADE
EXISTING
GROUND
5082.93
5082.28
5081.63
5080.98
5080.33
5079.68
5079.02
5078.37
5077.72
5077.07
5076.42
5075.77
5075.16
5074.63
5074.20
5073.85
5073.56
5073.27
5072.98
5072.69
5072.40
5072.11
5071.82
5071.55
5071.29
CENTERLINE
KIAWAH DR.
SCALE : 1" = 40' (H) 1" = 5' (V)
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
STOP
R1-1
D3
STREET NAME
6"x30'
30"x30'
P
P
PROPOSED STOP SIGN
WITH STREET NAME
SIGNS
PROPOSED SIGN
SIGN LEGEND
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
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
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
Sheet
of 68
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
R4
PLAN AND PROFILE
KIAWAH DR.
41
LEFT FLOWLINE
KIAWAH DR.
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
KIAWAH DR.
SCALE : 1" = 40' (H) 1" = 5' (V)
R4
5088.30
5087.93
5087.43
5086.81
5086.08
5085.33
5084.58
5083.83
5083.08
5082.33
5081.58
5080.83
5080.08
5079.88
5080.79
12" W
12" W 12" W 12" W
12" W
12" W 12" W
4" W
4" W
4" W
4" W
4" W
4" W
F
E
S
M
F
E
S
X
X
X
10" W 10" W 10" W
10" W
10" W
10" W
10" W
10"W 1976 (AC)
4" (AC)
W
E. DOUGLAS RD
SEE SHEET R11
ROYAL TROON AVE.
SEE SHEET ##
KIAWAH DR.
SEE SHEET ##
WINGED FOOT DR.
P
P
P
4.5' WALK
53' ROW
30'
-
4.5' WALK
∆
STORM LINE E
SEE SHEET CS1
18
17
19
22
23
24
21
20
3
1
3
2
1
12
5' DRAINAGE
& GRADEING
EASEMENT (TYP.)
6' UTILITY
EASEMENT
9' UTILITY
EASEMENT
5' DRAINAGE
& GRADEING
EASEMENT (TYP.)
9' UTILITY
EASEMENT
R26.5'
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
0.84%
-3.16%
-1.18%
-2.80%
-2.40%
0.80%
PVI STA = 20+65.30
PVI ELEV = 5087.22
PVI STA = 25+13.24
PVI ELEV = 5080.80
PVI STA = 25+30.36
PVI ELEV = 5080.32
PVI STA = 25+46.34
PVI ELEV = 5079.94
PVI STA = 25+68.24
PVI ELEV = 5079.68
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
5086.50
5086.70
5086.90
5087.10
5087.30
5087.51
5087.72
5087.93
5088.14
5088.24
5088.21
5088.03
5087.72
5087.27
5086.68
5085.95
5085.16
5084.37
5083.59
5082.80
5082.01
5081.22
5080.47
5079.89
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
0.76%
-2.60%
-1.98%
-2.86%
0.80%
PVI STA = 20+65.30
PVI ELEV = 5087.22
PVI STA = 25+60.37
PVI ELEV = 5080.80
PVI STA = 25+93.37
PVI ELEV = 5079.94
PVI STA = 26+15.37
PVI ELEV = 5079.50
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
5086.50
5086.70
5086.90
5087.10
5087.29
5087.48
5087.67
5087.86
5088.05
5088.20
5088.24
5088.17
5087.98
5087.68
5087.26
5086.74
5086.09
5085.38
5084.67
5083.95
5083.24
5082.52
5081.81
5081.10
5080.42
5079.81
CENTERLINE
WINGED FOOT DR.
SCALE : 1" = 40' (H) 1" = 5' (V)
R3
PLAN AND PROFILE
WINGED FOOT DR.
40
( 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 68
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 R2 STA 19+50
STOP
R1-1
D3
STREET NAME
6"x30'
30"x30'
P
P
PROPOSED STOP SIGN
WITH STREET NAME
SIGNS
PROPOSED SIGN
SIGN LEGEND
LEFT FLOWLINE
WINGED FOOT DR.
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET ## STA 19+50
RIGHT FLOWLINE
WINGED FOOT DR.
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET ## STA 19+50
R2 R3
5087.80
5087.33
5086.85
5086.38
5085.90
5085.43
5084.95
5084.43
5083.91
5083.38
5082.92
5082.55
5082.28
5082.11
5082.10
5082.26
5082.51
5082.81
5083.11
5083.41
5083.71
5083.92
5084.12
5084.32
5084.52
5084.72
5084.92
5085.12
5085.32
5085.52
5085.72
5085.92
5086.12
5086.32
5086.52
BETHPAGE DR.
SEE SHEET R1
CARNOUSTIE DR.
SEE SHEET R5
WINGED FOOT DR.
P
4.5' SIDEWALK
53' ROW 30' -
4.5' SIDEWALK
3
6
1 2
4 5
6
14 15 16
12 13
9 11
10
7 8
1
4 5
10 11 12
7 8 9
2 3
6 7
5
9' UTILITY EASEMENT
9' UTILITY EASEMENT
R26.5'
R26.5'
P
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
PVI STA = 10+48.20
PVI ELEV = 5087.89
PVI STA = 12+27.62
PVI ELEV = 5084.48
PVI STA = 12+73.48
PVI ELEV = 5083.79
PVI STA = 13+13.65
PVI ELEV = 5083.03
PVI STA = 13+38.65
PVI ELEV = 5082.60
PVI STA = 13+63.65
PVI ELEV = 5082.28
PVI STA = 13+88.65
PVI ELEV = 5082.05
PVI STA = 14+13.65
PVI ELEV = 5081.92
PVI STA = 14+38.65
PVI ELEV = 5082.05
PVI STA = 15+26.66
PVI ELEV = 5082.75
PVI STA = 15+78.15
PVI ELEV = 5083.32
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
5089.13
5088.43
5087.82
5087.24
5086.65
5086.07
5085.51
5085.13
5084.75
5084.37
5083.94
5083.64
5083.35
5083.06
5082.77
5082.48
5082.19
5081.90
5081.61
5081.42
5081.30
5081.20
5081.16
5081.26
5081.36
5081.43
5081.59
5082.10
5082.79
5084.01
5084.93
5085.36
5085.72
5085.69
5085.71
5085.96
5086.17
5086.38
-0.50%
-0.90%
-1.30%
-1.90%
0.80%
1.10%
-1.70%
-1.90%
-1.50%
0.50%
0.80%
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
0.70%
-1.90%
-0.90%
-0.50%
-1.30%
-1.70%
0.50%
0.80% 0.80%
PVI STA = 10+41.50
PVI ELEV = 5088.01
PVI STA = 12+27.62
PVI ELEV = 5084.48
PVI STA = 12+93.06
PVI ELEV = 5083.36
PVI STA = 13+60.65
PVI ELEV = 5082.48
PVI STA = 13+85.65
PVI ELEV = 5082.26
PVI STA = 14+10.65
PVI ELEV = 5082.13
PVI STA = 14+13.65
PVI ELEV = 5082.07
PVI STA = 14+16.65
PVI ELEV = 5082.14
PVI STA = 14+41.65
PVI ELEV = 5082.26
PVI STA = 14+73.16
PVI ELEV = 5082.48
PVI STA = 15+78.15
PVI ELEV = 5083.32
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
5087.85
5087.38
5086.90
5086.43
5085.95
5085.48
5085.00
5084.53
5084.10
5083.67
5083.27
5082.95
5082.62
5082.36
5082.19
5082.18
5082.32
5082.50
5082.70
5082.90
5083.10
5083.30
5083.50
5083.70
5083.90
5084.10
5084.30
5084.50
5084.70
5084.90
5085.10
5085.30
5085.50
5085.70
5085.90
5086.10
CENTERLINE
WINGED FOOT DR.
SCALE : 1" = 40' (H) 1" = 5' (V)
R2
PLAN AND PROFILE
WINGED FOOT DR.
39
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 R3 STA 19+50
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
R2 R3
STOP
R1-1
D3
STREET NAME
6"x30'
30"x30'
P
P
PROPOSED STOP SIGN
WITH STREET NAME
SIGNS
PROPOSED SIGN
SIGN LEGEND
LEFT FLOWLINE
WINGED FOOT DR.
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET R3 STA 19+50
RIGHT FLOWLINE
WINGED FOOT DR.
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET R3 STA 19+50
Sheet
of 68
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
5105
5080
5085
5090
5095
5100
5105
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50
-2.54%
1.80%
2.50%
1.40%
1.10%
PVI STA = 10+00.00
PVI ELEV = 5085.46
PVI STA = 10+30.00
PVI ELEV = 5084.70
PVI STA = 10+35.00
PVI ELEV = 5084.57
PVI STA = 10+40.00
PVI ELEV = 5084.70
PVI STA = 11+20.00
PVI ELEV = 5085.82
PVI STA = 18+00.92
PVI ELEV = 5095.86
PVI STA = 18+15.92
PVI ELEV = 5096.23
90.0' VC
PVI STA = 14+35.51
PVI ELEV = 5089.29
BCVS: 13+90.51
BVCE: 5088.79
ECVS: 14+80.51
EVCE: 5090.10
A.D. = 0.70
K = 129.01
5085.46
5084.82
5084.84
5085.19
5085.54
5085.87
5086.15
5086.42
5086.70
5086.97
5087.25
5087.52
5087.80
5088.07
5088.35
5088.62
5088.90
5089.22
5089.58
5090.00
5090.45
5090.90
5091.34
5091.79
5092.24
5092.69
5093.14
5093.59
5094.04
5094.49
5094.94
5095.39
5095.84
EXISTING
GROUND
PROPOSED
GRADE
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 17+00 18+00 18+50
1.00%
1.10%
1.21%
1.71%
1.00%
1.80%
PVI STA = 10+35.00
PVI ELEV = 5084.37
PVI STA = 10+57.00
PVI ELEV = 5084.75
PVI STA = 11+21.65
PVI ELEV = 5085.40
PVI STA = 12+25.12
PVI ELEV = 5086.43
PVI STA = 13+26.20
PVI ELEV = 5087.54
PVI STA = 17+74.42
PVI ELEV = 5094.96
86.5' VC
PVI STA = 14+37.26
PVI ELEV = 5088.89
BCVS: 13+94
BVCE: 5088.37
ECVS: 14+80.51
EVCE: 5089.67
A.D. = 0.59
K = 147.31
5084.63
5084.93
5085.18
5085.43
5085.68
5085.93
5086.18
5086.43
5086.71
5086.98
5087.26
5087.53
5087.83
5088.14
5088.44
5088.77
5089.15
5089.57
5090.02
5090.47
5090.92
5091.37
5091.82
5092.27
5092.72
5093.17
5093.62
5094.07
5094.52
EXISTING
GROUND
PROPOSED
GRADE
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 17+00 18+00 18+50
0.59%
0.80%
1.20%
1.10%
1.00%
1.80%
PVI STA = 10+35.00
PVI ELEV = 5084.78
PVI STA = 10+57.00
PVI ELEV = 5084.91
PVI STA = 11+18.35
PVI ELEV = 5085.40
PVI STA = 12+04.58
PVI ELEV = 5086.43
PVI STA = 13+05.66
PVI ELEV = 5087.54
PVI STA = 17+74.42
PVI ELEV = 5094.96
93.5' VC
PVI STA = 14+33.77
PVI ELEV = 5088.83
BCVS: 13+87.02
BVCE: 5088.36
ECVS: 14+80.51
EVCE: 5089.67
A.D. = 0.80
K = 117.20
5084.87
5085.05
5085.25
5085.48
5085.78
5086.08
5086.38
5086.66
5086.93
5087.21
5087.48
5087.74
5087.99
5088.24
5088.50
5088.80
5089.16
5089.57
5090.02
5090.47
5090.92
5091.37
5091.82
5092.27
5092.72
5093.17
5093.62
5094.07
5094.52
EXISTING
GROUND
PROPOSED
GRADE
KEYMAP
DOUGLAS RD
TURNBERRY RD
CENTERLINE
BETHPAGE DR.
SCALE : 1" = 40' (H) 1" = 5' (V)
R1
PLAN AND PROFILE
BETHPAGE DR.
38
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
STOP
R1-1
D3
STREET NAME
6"x30'
30"x30'
P
P
PROPOSED STOP SIGN
WITH STREET NAME
SIGNS
PROPOSED SIGN
SIGN LEGEND
LEFT FLOWLINE
BETHPAGE DR.
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
BETHPAGE DR.
SCALE : 1" = 40' (H) 1" = 5' (V)
Sheet
of 68
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
R1
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
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
UD UD UD
12" W 12" W 12" W 12" W
12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
12" W 12" W 12" W 12" W
SD
S
W
W
W
S
INLET D1
STA 21+49.70
N: 150037.66
E: 203897.99
INLET D2
STA 17+24.70
N: 150032.86
E: 204322.96
INLET D6
STA 12+04.26
N: 149986.37
E: 204809.19
INLET D5
STA 12+34.93
N: 149986.71
E: 204778.52
INLET D3
STA 13+97.29
N: 150029.16
E: 204650.35
OUTLET D4
STA 13+63.79
N: 149995.67
E: 204649.97
FES D7
STA 10+00.00
N: 149971.92
E: 205012.93
425.00 LF 15" RCP @ 0.30% 327.41 LF 15" RCP @ 0.50%
33.50 LF
15" RCP
@ 0.50%
128.86 LF 15" HDPE @ 0.50%
30.67 LF
15" HDPE
@ 0.50%
204.26 LF 15" HDPE @ 0.50%
E. DOUGLAS ROAD E. DOUGLAS ROAD
WINGED FOOT DR.
RAIN GARDEN 3
POND 3 (WETLANDS)
PERMANENT WATER SURFACE
ELEVATION = 5079
15'
UTILITY
EASEMENT
SWALE
5065
5070
5075
5080
5085
5090
5095
5100
5065
5070
5075
5080
5085
5090
5095
5100
22+25 22+00 21+00 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50
204.26 LF 15" HDPE @ 0.50%
FES D7
STA 10+00.00
RIM 5074.7±
INV. IN 5073.27 (W)
30.67 LF 15" HDPE @ 0.50%
128.86 LF 15" HDPE @ 0.50%
INLET D5
STA 12+34.93
RIM 5080.4±
INV. IN 5074.45 (W)
INV. OUT 5074.45 (E)
INLET D6
STA 12+04.26
RIM 5080.5±
INV. IN 5074.30 (W)
INV. OUT 5074.30 (E)
33.50 LF 15" RCP @ 0.50%
327.41 LF 15" RCP @ 0.50%
OUTLET D4 W/ ORIFICE PLATE
STA 13+63.79
RIM 5077.4±
INV. IN 5075.09 (N)
INV. OUT 5075.09 (E)
INLET D3
STA 13+97.29
RIM 5080.3±
INV. IN 5075.26 (W)
INV. OUT 5075.26 (S)
425.00 LF 15" RCP @ 0.30%
INLET D2
STA 17+24.70
RIM 5080.8±
INV. IN 5076.90 (W)
INV. OUT 5076.90 (E)
INLET D1
STA 21+49.70
RIM 5081.9±
INV. OUT 5078.17 (E)
8" WATER
STA.=12+27.61
TOP=5077.56
Sheet
of 68
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
ST3
PLAN & PROFILE
STORM LINE D
37
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
PROFILE SCALE:
ST3
STORM LINE D
PROPOSED
GROUND
EXISTING
GROUND
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
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 SUBDRAIN
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.
11. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
12. ALL SUBDRAINS ARE TO BE PUBLICLY OWNED AND MAINTAINED. STORM LINES A, B,
AND D ARE ALSO TO TO BE PUBLICLY OWNED AND MAINTAINED. RAIN GARDEN
UNDERDRAINS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER.
13. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR
TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL
BE USED TO PREVENT LOADING OF THE DRAINAGE FACILITIES WITH SEDIMENT
DURING CONSTRUCTION.
W
G
T
E
EXISTING STORM SEWER ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED UNDERDRAIN
SUBDRAIN CLEANOUT
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
NATURAL HABITAT BUFFER ZONE (NHBZ)
EASEMENT LINE
LIMITS OF DEVELOPMENT LOD
EXISTING SANITARY SEWER
EXISTING
GROUND
PROPOSED
GROUND
8" WATER
STA.=11+70.50
TOP=5069.94
8" PVC
STA.=11+57.63
INV.=5059.46
KEYMAP
DOUGLAS RD
TURNBERRY RD
Sheet
of 68
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
ST2
PLAN & PROFILE
STORM LINE B
36
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
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
PROFILE SCALE:
NORTH
STORM LINE B
STRM B
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 SUBDRAIN
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.
11. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
12. ALL SUBDRAINS ARE TO BE PUBLICLY OWNED AND MAINTAINED. STORM LINES A, B,
AND D ARE ALSO TO TO BE PUBLICLY OWNED AND MAINTAINED. RAIN GARDEN
UNDERDRAINS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER.
13. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR
TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL
BE USED TO PREVENT LOADING OF THE DRAINAGE FACILITIES WITH SEDIMENT
DURING CONSTRUCTION.
W
G
T
E
EXISTING STORM SEWER ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED UNDERDRAIN
SUBDRAIN CLEANOUT
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
NATURAL HABITAT BUFFER ZONE (NHBZ)
EASEMENT LINE
LIMITS OF DEVELOPMENT LOD
EXISTING SANITARY SEWER
5035
5040
5045
5050
5055
5060
5065
5070
5075
5080
5085
15+50 15+00 14+00 13+00 12+00 11+00 10+00 9+50
OUTFALL A5
STA 14+60.07
INV. 5055.88 (NE)
63.61 LF 15" RCP @ 0.50%
MH A4
(WATER TIGHT LID)
STA 13+96.45
RIM 5068.1±
INV. IN 5055.56 (SW)
INV. OUT 5055.56 (N)
90.79 LF 15" RCP @ 1.00%
MH A3
(WATER TIGHT LID)
STA 13+05.67
RIM 5069.0±
INV. IN 5054.66 (S)
INV. OUT 5054.66 (E)
179.38 LF 15" RCP @ 1.00%
(TO BE BORED UNDER EXISTING DITCH)
MH A2
(WATER TIGHT LID)
STA 11+26.29
RIM 5070.8±
INV. IN 5052.86 (W)
INV. OUT 5052.86 (S)
71.76 LF 15" RCP @ 1.00%
FES A1
STA 10+54.52
INV. 5052.15 (N)
10.9' 11.2'
BOTTOM
OF EXISTING
NO. 8 DITCH
RIP-RAP RUNDOWN
PROPOSED
GRADE
EXISTING
GROUND
15" PVC
STA.=12+43.42
INV.=5056.91
16"
Sheet
of 68
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
ST1
PLAN & PROFILE
STORM LINE A
35
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
STORM LINE A
KEYMAP
DOUGLAS RD
TURNBERRY RD
PROFILE SCALE:
NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
STRM A
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 SUBDRAIN
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.
11. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
12. ALL SUBDRAINS ARE TO BE PUBLICLY OWNED AND MAINTAINED. STORM LINES A, B,
AND D ARE ALSO TO TO BE PUBLICLY OWNED AND MAINTAINED. RAIN GARDEN
UNDERDRAINS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER.
13. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR
TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL
BE USED TO PREVENT LOADING OF THE DRAINAGE FACILITIES WITH SEDIMENT
DURING CONSTRUCTION.
W
G
T
E
EXISTING STORM SEWER ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED UNDERDRAIN
SUBDRAIN CLEANOUT
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
NATURAL HABITAT BUFFER ZONE (NHBZ)
EASEMENT LINE
LIMITS OF DEVELOPMENT LOD
EXISTING SANITARY SEWER
206.82 LF 6" HDPE @ 1.70%
28.65 LF 6" HDPE @ 1.70%
5050
5055
5060
5065
5070
5075
5080
5050
5055
5060
5065
5070
5075
5080
9+50 10+00 11+00 12+00 13+00 13+50
OUTFALL A5
STA 10+00.00
RIM 5056.8±
INV. IN 5056.20 (N)
10.78 LF 6" HDPE @ 1.70%
SD B4 45° BEND
STA 10+10.78
INV. 5056.38 (NE)
INV. 5056.38 (S)
28.65 LF 6" HDPE @ 1.70%
SB B3 45° BEND
STA 10+39.43
INV. 5056.87 (N)
INV. 5056.87 (SW)
206.82 LF 6" HDPE @ 1.70%
SD B2 CO
STA 12+46.25
RIM 5072.2±
INV. IN 5060.39 (W)
INV. OUT 5060.39 (S)
65.21 LF 6" HDPE @ 1.20%
SD CO B1
STA 13+11.46
RIM 5072.9±
INV. OUT 5061.17 (E)
V.P.
X
X X X
X
W
W W
W W W
W W
W
W W
W
14"W 1976 (AC)
14"W 1976 (AC)
15" SS 15" SS 15" SS
15" SS
15" SS 15" SS 15" SS 15" SS 15" SS 15" SS
8" SS 8" SS 8" SS
8" SS
SD SD
SD SD SD
SD SD SD
SD
SD SD
SD SD
14" W
14" W 14" W
14" W
14" W 14" W 14" W 14" W
14" W
14" W 14" W
SD CO B6
STA 14+68.44
N: 148933.51
E: 205288.83
SD CO B7
STA 15+09.34
N: 148933.92
E: 205247.93 OUTFALL A5
STA 10+00.00
N: 149401.92
E: 205293.57
468.44 LF 6" HDPE @ 0.21%
40.90 LF 6" HDPE @ 0.10%
5050
5055
5060
5065
5070
5075
5080
5050
5055
5060
5065
5070
5075
5080
15+50 15+00 14+00 13+00 12+00 11+00 10+00 9+50
40.90 LF
6" HDPE
@ 0.10%
468.44 LF 6" HDPE @ 0.21%
SD CO B6
STA 14+68.44
RIM 5067.8±
INV. IN 5056.85 (W)
INV. OUT 5056.85 (N)
SD CO B7
STA 15+09.34
RIM 5067.3±
INV. OUT 5056.89 (E)
OUTFALL A5
STA 10+00.00
RIM 5056.9±
INV. IN 5055.88 (S)
Sheet
of 68
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
SUB-2
PLAN & PROFILE
SUBDRAIN B
34
PROFILE SCALE:
KEYMAP
DOUGLAS RD
TURNBERRY RD
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
SUBDRAIN A1 SUBDRAIN A2
NORTH
SD A2
SD A1
SD B2
SD B1
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 SUBDRAIN
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.
11. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
12. ALL SUBDRAINS ARE TO BE PUBLICLY OWNED AND MAINTAINED. STORM LINES A, B,
AND D ARE ALSO TO TO BE PUBLICLY OWNED AND MAINTAINED. RAIN GARDEN
UNDERDRAINS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER.
13. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR
TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL
BE USED TO PREVENT LOADING OF THE DRAINAGE FACILITIES WITH SEDIMENT
DURING CONSTRUCTION.
W
G
T
E
EXISTING STORM SEWER ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED UNDERDRAIN
SUBDRAIN CLEANOUT
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
NATURAL HABITAT BUFFER ZONE (NHBZ)
EASEMENT LINE
LIMITS OF DEVELOPMENT LOD
EXISTING SANITARY SEWER
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
E: 204100.19
SD TEE A1
STA 10+00.00
N: 149676.03
E: 203838.62
160.51 LF 6" HDPE @ 0.50%
260.01 LF 6" HDPE @ 0.50%
SD A2 CO
STA 11+60.51
N: 149836.53
E: 203840.20
5070
5075
5080
5085
5090
5095
5100
5070
5075
5080
5085
5090
5095
5100
9+50 10+00 11+00 12+00 13+00 14+00 14+50
SD TEE A1
STA 10+00.00
INV. 5074.10 (N)
160.51 LF 6" HDPE @ 0.50% 260.01 LF 6" HDPE @ 0.50%
SD A3 CO
STA 14+20.52
RIM 5083.2±
INV. OUT 5076.21 (W)
SD A2 CO
STA 11+60.51
RIM 5081.3±
INV. IN 5074.90 (W)
INV. IN 5074.90 (E)
INV. OUT 5074.91 (S)
5070
5075
5080
5085
5090
5095
5100
5070
5075
5080
5085
5090
5095
5100
13+50 13+00 12+00 11+00 10+00 9+50
297.12 LF 6" HDPE @ 0.50%
SD A2.1 CO
STA 12+97.12
RIM 5087.1±
INV. OUT 5076.39 (E)
SD A2 CO
STA 10+00.00
RIM 5081.3±
INV. IN 5074.90 (W)
INV. IN 5074.90 (E)
INV. OUT 5074.91 (S)
W W W W
W
W W
W
W W
E
E
E E E E
E E
E
E
E
B
LOD
UD UD UD
8" W 8" W 8" W
8" W
8" W
8" W 8" W 8" W
8" W
8" W
8" W
8" W 8" W
8" W
8" W
SD SD SD SD SD
SD SD SD SD SD
8" SS
8" SS 8" SS
8" SS
8" SS 8" SS 8" SS 8" SS
SD SD SD
SD
SD
SD SD SD
SD
SD SD
S
S
SSS S
S
S
W
W
W W
W
W
W S W
SD A2 CO
STA 11+60.51
N: 149836.53
E: 203840.20
297.12 LF 6" HDPE @ 0.50%
SD A2.1 CO
STA 12+97.12
N: 149839.89
E: 203543.09
Sheet
of 68
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
SUB-1
PLAN & PROFILE
SUBDRAIN A
33
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
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
SUBDRAIN A1
PROFILE SCALE:
KEYMAP
DOUGLAS RD
TURNBERRY RD
NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
SUBDRAIN A2
PROFILE SCALE:
SD A2
SD A1
SD B2
SD B1
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 SUBDRAIN
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.
11. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
12. ALL SUBDRAINS ARE TO BE PUBLICLY OWNED AND MAINTAINED. STORM LINES A, B,
AND D ARE ALSO TO TO BE PUBLICLY OWNED AND MAINTAINED. RAIN GARDEN
UNDERDRAINS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER.
13. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR
TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL
BE USED TO PREVENT LOADING OF THE DRAINAGE FACILITIES WITH SEDIMENT
DURING CONSTRUCTION.
W
G
T
E
EXISTING STORM SEWER ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED UNDERDRAIN
SUBDRAIN CLEANOUT
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
NATURAL HABITAT BUFFER ZONE (NHBZ)
EASEMENT LINE
LIMITS OF DEVELOPMENT LOD
EXISTING SANITARY SEWER
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W 8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
SD
SD
SD SD
SD SD
SD
SD
SD
SD
SD SD SD SD
SD
SD
SD
SD
SD
SD
SD SD
SD
SD
W W
W
S
S
S
W
S
W
S
S
S S
S
S
S
S
S
S
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
14" W 14" W 14" W
14" W 14" W
14" W 14" W 14" W 14" W
UD
UD
UD
15" SS 15" SS 15" SS
15" SS
15" SS 15" SS 15" SS 15" SS 15" SS
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W 8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
SD
SD
SD SD
SD SD
SD
SD
SD
SD
SD SD SD SD
SD
SD
SD
SD
SD
SD
SD SD
SD
SD
W W
W
S
S
S
W
S
W
S
S
S
S
S
S
S
S
S
S
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
14" W 14" W 14" W
14" W 14" W
14" W 14" W 14" W 14" W
V.P.
B
W
W W
W W
W W
W W W
W
14"W 1976 (AC)
14"W 1976 (AC)
SSMH B6
STA 12+65.73
N: 149678.79
E: 204585.84
SSMH B5
STA 11+20.05
N: 149754.47
E: 204710.31
SSMH B4
STA 16+83.57
N: 149857.06
E: 204772.67
SSMH B4-1
STA 10+91.12
N: 149943.88
E: 204800.31
SSMH B3
STA 12+83.53
N: 149694.54
E: 205138.21
SSMH B2
STA 11+66.27
N: 149648.63
E: 205246.10
SSMH B1
STA 10+00.00
N: 149645.31
E: 205412.34
166.27 LF 8" PVC @ 3.00%
400.05 LF 8" PVC @ 2.00%
120.05 LF 8" PVC @ 1.00%
145.68 LF 8" PVC @ 1.00%
91.12 LF 8" PVC @ 0.50%
117.25 LF 8" PVC @ 3.00%
KIAWAH DR.
TURNBERRY ROAD
WINGED FOOT DR.
5060
5065
5070
5075
5080
5085
5090
5095
5100
5105
5060
5065
5070
5075
5080
5085
5090
5095
5100
5105
9+50 10+00 11+00
SSMH B4
STA 16+83.57
RIM 5084.6±
INV. IN 5074.20 (SW)
INV. IN 5074.20 (N)
INV. OUT 5074.10 (SE)
91.12 LF 8" PVC @ 0.50%
SSMH B4-1
STA 10+91.12
RIM 5081.8±
INV. OUT 5074.66 (S)
PROPOSED
GRADE
EXISTING
GRADE
5060
5065
5070
5075
5080
5085
5090
5095
5100
5105
12+75 12+00 11+00 10+00 9+75
SSMH B4
STA 16+83.57
RIM 5084.6±
INV. IN 5074.20 (SW)
INV. IN 5074.20 (N)
120.05 LF 8" PVC @ 1.00%
SSMH B5
STA 11+20.05
RIM 5087.7±
INV. IN 5075.60 (SW)
INV. OUT 5075.40 (NE)
145.68 LF 8" PVC @ 1.00%
SSMH B6
STA 12+65.73
RIM 5088.2±
INV. OUT 5077.06 (NE)
PROPOSED
GRADE
EXISTING
GRADE
SAN-7
PLAN & PROFILE
SANITARY SEWER
32
NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
Sheet
of 68
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
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
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 SUBDRAIN
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.
11. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
12. ALL SUBDRAINS ARE TO BE PUBLICLY OWNED AND MAINTAINED. STORM LINES A, B,
AND D ARE ALSO TO TO BE PUBLICLY OWNED AND MAINTAINED. RAIN GARDEN
UNDERDRAINS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER.
13. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR
TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL
BE USED TO PREVENT LOADING OF THE DRAINAGE FACILITIES WITH SEDIMENT
DURING CONSTRUCTION.
W
G
T
E
EXISTING STORM SEWER ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED UNDERDRAIN
SUBDRAIN CLEANOUT
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
NATURAL HABITAT BUFFER ZONE (NHBZ)
EASEMENT LINE
LIMITS OF DEVELOPMENT LOD
EXISTING SANITARY SEWER
SAN-1
SAN-2
SAN-6
SAN-3
SAN-5 SAN-7
SAN-4
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
8" W
8" W 8" W
8" W
8" W
8" W
8" W
8" W 8" W
8" W
8" W 8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W 8" W 8" W
8" W 8" W
8" W
8" W
8" W
8" W
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
S
S
W
W
S
S
S
S
S
S
S
S S
S S
S
S
W W
W
W
W
W
W
W
W
W
W
W
W
W
S
W
W
W
W
W
W
S
S
S
S
S
S
S
S
S S
S
S
W W
W
W
W
W
W
W
W
W
S
S
S
S
S S
SSS
S
S
S
S
S
W W
W W
W W
W
W
W
W
S
W
S
S
W
A
.V.
A.V.
8" W
8" W 8" W
8" W
8" W 8" W
8" W
8" W
8" W
8" W
8" W 8" W
8" W
8" W 8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W 8" W 8" W
8" W 8" W
8" W
8" W
8" W
8" W
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
S
S
W
W
S
S
S
S
S
S
S
S S
S S
S
S
W W
W
W
W
W
W
W
W
W
W
W
W
W
S
W
W
W
W
W
W
S
S
S
S
S
S
S
S
S S
S
S
W W
W
W
W
W
W
W
W
W
S
S
S
S
S S
SSS
S
S
S
S
S
W W
W W
W W
W
W
W
W
S
W
S
S
W
A
.V.
A.V.
W
W
W W
W
W
W W W W W
W
W
W
W W
W
W
W
GAS
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
X X X X X
X
X X X
X X
X
B
B
A.V.
AW
W
W W
W
W
BETHPAGE DR.
JUANITA LANE
LOD LOD
LOD
LOD
LOD LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD
SSMH A18
STA 18+78.47
N: 149129.88
E: 202971.18
SSMH A17
STA 17+26.00
N: 149220.39
E: 203093.88
SSMH A16
STA 15+97.86
N: 149278.83
E: 203207.92
SSMH A15
STA 14+74.13
N: 149298.07
E: 203330.14
SSMH A13
STA 10+00.00 N/S
N: 149682.71
E: 203423.01
SSMH A13-1
STA 10+60.25
N: 149742.07
E: 203433.37
385.60 LF 8" PVC @ 1.55%
88.52 LF 8" PVC @ 2.50%
123.73 LF 8" PVC @ 2.50%
60.25 LF 8" PVC @ 2.00%
152.47 LF 8" PVC @ 4.00% 128.15 LF 8" PVC @ 2.50%
BALTUSROL CT.
BALTUSROL DR.
CARNOUSTIE DR.
SSMH A14
STA 13+85.60
N: 149297.13
E: 203418.66
5065
5070
5075
5080
5085
5090
5095
5100
5105
5110
5065
5070
5075
5080
5085
5090
5095
5100
5105
5110
9+50 10+00 11+00
SSMH A13
STA 12+73.38
RIM 5089.3±
INV. IN 5078.91 (S)
INV. IN 5078.91 (N)
INV. OUT 5078.71 (E)
60.25 LF
8" PVC
@ 2.00%
SSMH A13-1
STA 10+60.25
RIM 5088.5±
INV. OUT 5080.11 (S)
PROPOSED
GRADE
EXISTING
GRADE
SAN-6
PLAN & PROFILE
SANITARY SEWER
31
NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
Sheet
of 68
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
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
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 SUBDRAIN
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.
11. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
12. ALL SUBDRAINS ARE TO BE PUBLICLY OWNED AND MAINTAINED. STORM LINES A, B,
AND D ARE ALSO TO TO BE PUBLICLY OWNED AND MAINTAINED. RAIN GARDEN
UNDERDRAINS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER.
13. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR
TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL
BE USED TO PREVENT LOADING OF THE DRAINAGE FACILITIES WITH SEDIMENT
DURING CONSTRUCTION.
W
G
T
E
EXISTING STORM SEWER ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED UNDERDRAIN
SUBDRAIN CLEANOUT
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
NATURAL HABITAT BUFFER ZONE (NHBZ)
EASEMENT LINE
LIMITS OF DEVELOPMENT LOD
EXISTING SANITARY SEWER
SAN-1
SAN-2
SAN-6
SAN-3
SAN-5 SAN-7
SAN-4
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
SD
SD
W
W
W
W
W
S
S
S S
S
S
W
W W
W
W
W
W
S
S
S
S
S
S
S S
S
S
S
W
W W
W
W
W
W
W
W
S
S
S S
S
S SSS S
S
S
S
S
W
W
W W
W W
W
W
W W
W W
W W
W
W
W W
W W
W W
W W
W W
W W
W
W
S S S
S S
S S S
S
S
S
S S S S S S
S
S S
S S
W
S
A
.V.
UD UD UD UD
8" W 8" W
8" W 8" W
8" W 8" W
8" W 8" W 8" W
8" W 8" W
8" W 8" W 8" W
8" W 8" W
8" W 8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W 8" W
8" W 8" W
8" W 8" W
8" W
8" W
8" W
8" W
8" W
8" W
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
SD
SD
W
W
W
W
W
S
S
S S
S
S
W
W W
W
W
W
W
S
S
S
S
S
S
S S
S
S
S
W
W W
W
W
W
W
W
W
S
S
S S
S
S SSS S
S
S
S
S
W
W
W W
W W
W
W
W W
W W
W W
W
W
W W
W W
W W
W W
W W
W W
W
W
S S S
S S
S S S
S
S
S
S S S S S S
S
S S
S S
W
S
A
.V.
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
B
B
AW
BETHPAGE DR.
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
SSMH A12-2
STA 18+00.06
N: 149670.58
E: 204496.38
SSMH A12-1
STA 14+00.04
N: 149675.12
E: 204096.38
273.38 LF 8" PVC @ 1.50%
400.04 LF 8" PVC @ 0.50%
400.03 LF 8" PVC @ 0.50%
SSMH A12
STA 10+00.00 E/W
N: 149679.61
E: 203696.37
SSMH A13
STA 12+73.38
N: 149682.71
E: 203423.01
WINGED FOOT DR.
ROYAL TROON AVE.
CARNOUSTIE DR.
5060
5065
5070
5075
5080
5085
5090
5095
5100
5060
5065
5070
5075
5080
5085
5090
5095
5100
13+00 12+00 11+00 10+00 9+50
SSMH A12
STA 18+32.80
RIM 5084.0±
INV. IN 5074.61 (W)
INV. IN 5074.61 (E)
INV. OUT 5074.41 (S)
273.38 LF 8" PVC @ 1.50%
SSMH A13
STA 12+73.38
RIM 5089.3±
INV. IN 5078.91 (S)
INV. IN 5078.91 (N)
INV. OUT 5078.71 (E)
PROPOSED GRADE
EXISTING GRADE
5060
5065
5070
5075
5080
5085
5090
5095
5100
5060
5065
5070
5075
5080
5085
5090
5095
5100
18+25 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50
SSMH A12
STA 18+32.80
RIM 5084.0±
INV. IN 5074.61 (W)
INV. IN 5074.61 (E)
INV. OUT 5074.41 (S)
400.04 LF 8" PVC @ 0.50%
SSMH A12-1
STA 14+00.04
RIM 5084.4±
INV. IN 5076.81 (E)
INV. OUT 5076.61 (W)
400.03 LF 8" PVC @ 0.50%
SSMH A12-2
STA 18+00.06
RIM 5087.6±
INV. OUT 5078.81 (W)
PROPOSED GRADE
EXISTING GRADE
SAN-5
PLAN & PROFILE
SANITARY SEWER
30
NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
Sheet
of 68
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
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
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 SUBDRAIN
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.
11. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
12. ALL SUBDRAINS ARE TO BE PUBLICLY OWNED AND MAINTAINED. STORM LINES A, B,
AND D ARE ALSO TO TO BE PUBLICLY OWNED AND MAINTAINED. RAIN GARDEN
UNDERDRAINS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER.
13. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR
TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL
BE USED TO PREVENT LOADING OF THE DRAINAGE FACILITIES WITH SEDIMENT
DURING CONSTRUCTION.
W
G
T
E
EXISTING STORM SEWER ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED UNDERDRAIN
SUBDRAIN CLEANOUT
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
NATURAL HABITAT BUFFER ZONE (NHBZ)
EASEMENT LINE
LIMITS OF DEVELOPMENT LOD
EXISTING SANITARY SEWER
SAN-1
SAN-2
SAN-6
SAN-3
SAN-5 SAN-7
SAN-4
SSMH A12
STA 18+32.80
RIM 5084.0±
INV. IN 5074.61 (W)
INV. IN 5074.61 (E)
INV. OUT 5074.41 (S)
8" W
8" W 8" W 8" W
8" W
8" W 8" W
8" W
8" W
8" W 8" W
8" W
8" W
8" W
8" W 8" W 8" W 8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W 8" W
8" W
8" W
8" W
8" W
8" W 8" W
8" W
8" W
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
8" W
8" W
8" W
8" W
SD
SD
SD
SD
SD SD SD SD SD
SD
SD
SD
SD SD
SD
SD
W
S
W
S
S S
W
W
W
W
W
W
W
W
W W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S S
W
W
W
W
W
W
W
W
W
W
W
W W
W W
W
W W
W
W
W
W
S
S
S
S
S
S
S S
S S
S
W
W W W
W
W
W
W
W
S
S
S
S
S
S SSS
S
S
S
S
S
W
W
W W W W
W
W W
W
W
W
W
W
W
W
W W
S
S
S
S
S S
S
S
S
A.V.
8" W
8" W 8" W 8" W
8" W
8" W 8" W
8" W
8" W
8" W 8" W
8" W
8" W
8" W
8" W 8" W 8" W 8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W 8" W
8" W
8" W
8" W
8" W
8" W 8" W
8" W
8" W
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
8" W
8" W
8" W
8" W
SD
SD
SD
SD
SD SD SD SD SD
SD
SD
SD
SD SD
SD
SD
W
S
W
S
S S
W
W
W
W
W
W
W
W
W W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S S
W
W
W
W
W
W
W
W
W
W
W
W W
W W
W
W W
W
W
W
W
S
S
S
S
S
S
S S
S S
S
W
W W W
W
W
W
W
W
S
S
S
S
S
S SSS
S
S
S
S
S
W
W
W W W W
W
W W
W
W
W
W
W
W
W
W W
S
S
S
S
S S
S
S
S
A.V.
W
W W
W
W
W
E E E
E
E E
E
B
B
BETHPAGE DR.
SSMH A11
STA 17+56.80
N: 149603.61
E: 203695.51
SSMH A10
STA 16+86.34
N: 149534.53
E: 203709.35
SSMH A9
STA 16+16.02
N: 149481.16
E: 203755.14
SSMH A12
STA 18+32.80
N: 149679.61
E: 203696.37
SSMH A8
STA 13+62.79
N: 149327.28
E: 203956.25
SSMH A7
STA 12+51.23
N: 149264.68
E: 204048.60
251.23 LF 8" PVC @ 0.51%
111.56 LF 8" PVC @ 1.00%
253.23 LF 8" PVC @ 1.00%
70.32 LF 8" PVC @ 0.51%
70.45 LF 8" PVC @ 0.51%
76.00 LF
8" PVC
@ 0.50%
SSMH A6
STA 10+00.00
N: 149205.38
E: 204292.73
WINGED FOOT DR.
CARNOUSTIE DR.
ROYAL TROON AVE.
SAN-4
PLAN & PROFILE
SANITARY SEWER
29
NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
Sheet
of 68
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
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
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 SUBDRAIN
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.
11. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
12. ALL SUBDRAINS ARE TO BE PUBLICLY OWNED AND MAINTAINED. STORM LINES A, B,
AND D ARE ALSO TO TO BE PUBLICLY OWNED AND MAINTAINED. RAIN GARDEN
UNDERDRAINS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER.
13. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR
TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL
BE USED TO PREVENT LOADING OF THE DRAINAGE FACILITIES WITH SEDIMENT
DURING CONSTRUCTION.
W
G
T
E
EXISTING STORM SEWER ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED UNDERDRAIN
SUBDRAIN CLEANOUT
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
NATURAL HABITAT BUFFER ZONE (NHBZ)
EASEMENT LINE
LIMITS OF DEVELOPMENT LOD
EXISTING SANITARY SEWER
SAN-1
SAN-2
SAN-6
SAN-3
SAN-5 SAN-7
SAN-4
8" W
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
8" W 8" W
8" W
8" W
SD
SD
SD SD
SD
W
W
W
W
S
S
S
S
S
S S
S
S
W W
W
W
W
S
S
S
W
W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
S S
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W
W
W
W
W
W
W
W
W
W W W
W W
W W
W W
W
W
W W
S
S S
S S S
S
S
S
S
S
S
S
S
W
S
S
W
U
D
UD
UD
8" W 8" W
8" W 8" W
8" W 8" W
8" W 8" W
8" W
8" W
8" W
8" W
8" W 8" W
8" W
8" W
8" W
8" W
8" W 8" W
8" W
8" W
8" W
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
8" W 8" W
8" W
8" W
S
D
SD
SD SD
SD
W
W
W
W
S
S
S
S
S
S S
S
S
W W
W
W
W
S
S
S
W
W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
S S
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W
W
W
W
W
W
W
W
W
W W W
W W
W W
W W
W
W
W W
S
S S
S S S
S
S
S
S
S
S
S
S
W
S
S
W
SSMH A6-4
STA 16+63.09
N: 149606.27
E: 204410.32
SSMH A6-3
STA 15+67.92
N: 149511.11
E: 204409.24
SSMH A6-2
STA 14+52.00
N: 149398.72
E: 204380.88
SSMH A6-1
STA 13+47.40
N: 149309.06
E: 204326.99
238.20 LF 8" PVC @ 1.00%
109.20 LF 8" PVC @ 1.00%
115.92 LF 8" PVC @ 1.00%
95.16 LF 8" PVC @ 1.00%
SSMH A5
STA 10+00.00
N: 148971.28
E: 204248.68
SSMH A6
STA 10+00.00
N: 149205.38
E: 204292.73
ROYAL TROON AVE.
WINGED FOOT DR.
5055
5060
5065
5070
5075
5080
5085
5090
5095
5100
5055
5060
5065
5070
5075
5080
5085
5090
5095
5100
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
SSMH A5
STA 21+58.20
RIM 5074.7±
INV. IN 5064.80 (SW)
INV. IN 5064.80 (N)
INV. OUT 5064.53 (E)
238.20 LF 8" PVC @ 1.00%
SSMH A6
STA 12+38.20
RIM 5076.7±
INV. IN 5067.38 (W)
INV. IN 5067.38 (N)
INV. OUT 5067.18 (S)
109.20 LF 8" PVC @ 1.00%
SSMH A6-1
STA 13+47.40
RIM 5077.5±
INV. IN 5068.67 (NE)
INV. OUT 5068.47 (S)
104.60 LF 8" PVC @ 1.00%
SSMH A6-2
STA 14+52.00
RIM 5078.5±
INV. IN 5069.92 (N)
INV. OUT 5069.72 (SW)
115.92 LF 8" PVC @ 1.00%
SSMH A6-3
STA 15+67.92
RIM 5081.0±
INV. IN 5071.28 (N)
INV. OUT 5071.08 (S)
95.16 LF 8" PVC @ 1.00%
SSMH A6-4
STA 16+63.09
RIM 5084.6±
INV. OUT 5072.23 (S)
SAN-3
PLAN & PROFILE
SANITARY SEWER
28
NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
Sheet
of 68
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
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 SUBDRAIN
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.
11. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
12. ALL SUBDRAINS ARE TO BE PUBLICLY OWNED AND MAINTAINED. STORM LINES A, B,
AND D ARE ALSO TO TO BE PUBLICLY OWNED AND MAINTAINED. RAIN GARDEN
UNDERDRAINS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER.
13. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR
TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL
BE USED TO PREVENT LOADING OF THE DRAINAGE FACILITIES WITH SEDIMENT
DURING CONSTRUCTION.
W
G
T
E
EXISTING STORM SEWER ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED UNDERDRAIN
SUBDRAIN CLEANOUT
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
NATURAL HABITAT BUFFER ZONE (NHBZ)
EASEMENT LINE
LIMITS OF DEVELOPMENT LOD
EXISTING SANITARY SEWER
SAN-1
SAN-2
SAN-6
SAN-3
SAN-5 SAN-7
SAN-4
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
SD
SD
SD SD
SD SD
SD
SD
SD
SD
SD
SD SD SD
SD
8" W
8" W 8" W 8" W
SD
SD
SD SD
SD
SD SD
SD
SD
W
W
W
W
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W W
W
W
W
W
W
W
S
S
S
S
S
S
S
S
S
W
W
W
W
W
W
W
W
W
W
S
S
S
S
S
S
S
S
S
W
W
W
W
W W
W
S
S
S
S
W
W
W
W
W
S
S
S
W
W
W
W W
W
W
W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
UD
UD
UD
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W 8" W 8" W 8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
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
8" W
8" W 8" W 8" W
SD
SD
SD SD
SD
SD SD
SD
SD
W
W
W
W
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W W
W
W
W
W
W
W
S
S
S
S
S
S
S
S
S
W
W
W
W
W
W
W
W
W
W
S
S
S
S
S
S
S
S
S
W
W
W
W
W W
W
S
S
S
S
W
W
W
W
W
S
S
S
W
W
W
W W
W
W
W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SSMH A5-6
STA 18+55.07
N: 149293.91
E: 203499.60
SSMH A5-5
STA 17+31.08
N: 149245.57
E: 203613.77
SSMH A5-4
STA 15+09.18
N: 149110.73
E: 203790.01
SSMH A5-3
STA 13+39.30
N: 149017.70
E: 203932.15
SSMH A5-2
STA 11+67.49
N: 148968.62
E: 204096.80
SSMH A5-1
STA 10+40.86
N: 148941.67
E: 204220.53
126.64 LF 8" PVC @ 1.00%
171.81 LF 8" PVC @ 1.50%
169.88 LF 8" PVC @ 1.50%
221.90 LF 8" PVC @ 1.50%
123.99 LF 8" PVC @ 1.30%
40.86 LF 8" PVC @ 1.00%
SSMH A5
STA 10+00.00
N: 148971.28
E: 204248.68
BALTUSROL CT.
BALTUSROL DR.
BETHPAGE DR.
ROYAL TROON AVE.
5060
5065
5070
5075
5080
5085
5090
5095
5100
5105
5060
5065
5070
5075
5080
5085
5090
5095
5100
5105
19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50
SSMH A5
STA 21+58.20
RIM 5074.7±
INV. IN 5064.80 (SW)
INV. IN 5064.80 (N)
INV. OUT 5064.53 (E)
40.86 LF
8" PVC
@ 1.00%
SSMH A5-1
STA ???
RIM 5075.0±
INV. IN 5065.41 (W)
INV. OUT 5065.21 (NE)
126.64 LF 8" PVC @ 1.00%
SSMH A5-2
STA 11+67.49
RIM 5077.3±
INV. IN 5066.88 (W)
INV. OUT 5066.67 (E)
171.81 LF 8" PVC @ 1.50%
SSMH A5-3
STA 13+39.30
RIM 5081.1±
INV. IN 5069.66 (NW)
INV. OUT 5069.46 (E)
169.88 LF 8" PVC @ 1.50%
SSMH A5-4
STA 15+09.18
RIM 5085.5±
INV. IN 5072.41 (NW)
INV. OUT 5072.21 (SE)
221.90 LF 8" PVC @ 1.50%
SSMH A5-5
STA 17+31.08
RIM 5091.1±
INV. IN 5075.94 (NW)
INV. OUT 5075.74 (SE)
123.99 LF 8" PVC @ 1.30%
SSMH A5-6
STA 18+55.07
RIM 5094.2±
INV. OUT 5077.54 (SE)
SAN-2
PLAN & PROFILE
SANITARY SEWER
27
NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
Sheet
of 68
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
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 SUBDRAIN
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.
11. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
12. ALL SUBDRAINS ARE TO BE PUBLICLY OWNED AND MAINTAINED. STORM LINES A, B,
AND D ARE ALSO TO TO BE PUBLICLY OWNED AND MAINTAINED. RAIN GARDEN
UNDERDRAINS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER.
13. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR
TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL
BE USED TO PREVENT LOADING OF THE DRAINAGE FACILITIES WITH SEDIMENT
DURING CONSTRUCTION.
W
G
T
E
EXISTING STORM SEWER ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED UNDERDRAIN
SUBDRAIN CLEANOUT
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
NATURAL HABITAT BUFFER ZONE (NHBZ)
EASEMENT LINE
LIMITS OF DEVELOPMENT LOD
EXISTING SANITARY SEWER
SAN-1
SAN-2
SAN-6
SAN-3
SAN-5 SAN-7
SAN-4
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
W
W
W
W
W W W W
W
W W W
W
W
X X X X
X
X
X
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
X
X X
X
X
X
X
X
X
X X X
X
X
X
X
X
OHE
OHE OHE
B
W W
W W W
W
W W W
W W
14"W 1976 (AC)
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
U
D
UD
UD
15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS
8" W 8" W
8" W
8" W
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
8" W 8" W
8" W
8" W
SD
SD
W
W
W
S
S
S
S
W
S
S S
W
W
W
W
W
W
S
S
S
S
S
S
S
W
W
W
W
14" W 14" W 14" W
14" W 14" W
14" W 14" W 14" W 14" W
W
UD
UD
UD
15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS
8" W 8" W
8" W
8" W
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
8" W 8" W
8" W
8" W
SD
SD
W
W
W
S
S
S
S
W
S
S
S
W
W
W
W
W
W
S
S
S
S S
S
S
W
W
W
W
14" W 14" W 14" W
14" W 14" W
14" W 14" W 14" W 14" W
W
SSMH A3
STA 15+61.41
N: 148936.03
E: 204842.89
SSMH A5
STA 21+58.20
N: 148971.28
E: 204248.68
SSMH A4
STA 17+37.71
N: 148926.91
E: 204666.82
SSMH A1
STA 10+00.00
N: 148930.34
E: 205404.27
SSMH A2
STA 11+61.42
N: 148931.96
E: 205242.86
161.42 LF 8" PVC @ 0.60%
400.00 LF 8" PVC @ 0.60%
176.30 LF 8" PVC @ 1.28%
420.49 LF 8" PVC @ 0.50%
405.80 LF 15" PVC @ 0.15%
CARNOUSTIE DR.
TURNBERRY ROAD
ROYAL TROON AVE.
ACCESS ROAD
SAN-1
PLAN & PROFILE
SANITARY SEWER
26
NORTH
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
Sheet
of 68
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
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
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 SUBDRAIN
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.
11. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
12. ALL SUBDRAINS ARE TO BE PUBLICLY OWNED AND MAINTAINED. STORM LINES A, B,
AND D ARE ALSO TO TO BE PUBLICLY OWNED AND MAINTAINED. RAIN GARDEN
UNDERDRAINS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER.
13. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR
TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL
BE USED TO PREVENT LOADING OF THE DRAINAGE FACILITIES WITH SEDIMENT
DURING CONSTRUCTION.
W
G
T
E
EXISTING STORM SEWER ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED UNDERDRAIN
SUBDRAIN CLEANOUT
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
NATURAL HABITAT BUFFER ZONE (NHBZ)
EASEMENT LINE
LIMITS OF DEVELOPMENT LOD
EXISTING SANITARY SEWER
SAN-1
SAN-2
SAN-6
SAN-3
SAN-5 SAN-7
SAN-4
OHE OHE
OHE
OHE OHE
ST
10"W 1976 (AC)
4" (AC)
W
W W W
W W
W W W
W
14"W 1976 (AC)
SSMH B1
STA 47+28.70
N: 149645.31
E: 205412.34
400.00 LF 15" PVC @ 0.15%
SSMH OS0
STA 51+28.70
N: 150045.29
E: 205416.86
TURNBERRY ROAD
DOUGLAS ROAD
5055
5060
5065
5070
5075
5080
5085
5090
5055
5060
5065
5070
5075
5080
5085
5090
47+00 48+00 49+00 50+00 51+00 51+50
SSMH B1
STA ???
RIM 5071.8±
INV. IN 5057.19 (W)
INV. IN 5057.19 (N)
INV. OUT 5057.09 (S)
400.00 LF 15" PVC @ 0.15%
SSMH OS0
STA 51+28.70
RIM 5074.5±
INV. OUT 5057.79 (S)
Sheet
of 68
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 )
1 inch = ft.
50 0 50 Feet
50
100 150
OS1
OS2
OS3
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
LINE
MATCH STA
47+00
PROFILE SCALE:
OS4
PLAN & PROFILE
OFFSITE SANITARY SEWER LINE
25
OS4
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
14"W 1976 (AC)
14"W 1976 (AC) 14"W 1976 (AC)
400.00 LF 15" PVC @ 0.15%
SSMH OS2
STA 36+19.49
N: 148536.17
E: 205399.74
394.20 LF 15" PVC @ 0.15%
SSMH A1
STA 40+13.69
N: 148930.34
E: 205404.27
405.80 LF 15" PVC @ 0.15%
SSMH OS1
STA 44+19.49
N: 149336.12
E: 205408.85
309.22 LF 15" PVC @ 0.15%
TURNBERRY ROAD
5050
5055
5060
5065
5070
5075
5080
5085
5050
5055
5060
5065
5070
5075
5080
5085
34+50 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00
400.00 LF 15" PVC @ 0.15%
SSMH OS2
STA 36+19.49
RIM 5069.2±
INV. IN 5055.02 (N)
INV. OUT 5054.82 (S)
394.20 LF 15" PVC @ 0.15%
SSMH A1
STA ???
RIM 5069.1±
INV. IN 5055.81 (N)
INV. IN 5056.19 (W)
INV. OUT 5055.61 (S)
405.80 LF 15" PVC @ 0.15%
SSMH OS1
STA 44+19.49
RIM 5070.4±
INV. IN 5056.61 (N)
INV. OUT 5056.41 (S)
309.22 LF 15" PVC @ 0.15%
15" RCP
STA.=46+12.91
INV.=5054.03
Sheet
of 68
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 )
1 inch = ft.
50 0 50 Feet
50
100 150
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
MATCH LINE SEE SHEET OS4 STA 47+00
LINE
MATCH STA
22+00
PROFILE SCALE:
LINE
MATCH STA
22+00
OS3
PLAN & PROFILE
OFFSITE SANITARY SEWER LINE
24
OS1
OS2
OS3
OS4
W W
W
W
V
WV
W W
W
14"W 1976 (AC)
(DIP)
399.99 LF 15" PVC @ 0.15%
SSMH OS5
STA 24+19.51
N: 147336.26
E: 205386.28
399.99 LF 15" PVC @ 0.15%
SSMH OS4
STA 28+19.50
N: 147736.23
E: 205390.79
399.99 LF 15" PVC @ 0.15%
SSMH OS3
STA 32+19.49
N: 148136.20
E: 205395.31
400.00 LF 15" PVC @ 0.15%
TURNBERRY ROAD
5045
5050
5055
5060
5065
5070
5075
5080
5045
5050
5055
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 32+00 33+00 34+00 34+50
399.99 LF 15" PVC @ 0.15%
SSMH OS5
STA 24+19.51
RIM 5070.0±
INV. IN 5052.62 (N)
INV. OUT 5052.42 (S)
399.99 LF 15" PVC @ 0.15%
SSMH OS4
STA 28+19.50
RIM 5069.3±
INV. IN 5053.42 (N)
INV. OUT 5053.22 (S)
399.99 LF 15" PVC @ 0.15%
SSMH OS3
STA 32+19.49
RIM 5070.4±
INV. IN 5054.22 (N)
INV. OUT 5054.02 (S)
400.00 LF 15" PVC @ 0.15%
Sheet
of 68
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 )
1 inch = ft.
50 0 50 Feet
50
100 150
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
MATCH LINE SEE SHEET OS3 STA 34+50
LINE
MATCH STA
34+50
PROFILE SCALE:
LINE
MATCH STA
22+00
OS2
PLAN & PROFILE
OFFSITE SANITARY SEWER LINE
23
OS1
OS2
OS3
OS4
5060
5065
5070
5075
5080
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00
EX SSMH
STA 10+00.00
RIM 5064.2±
INV. IN 5049.49 (E)
45.76 LF 15" PVC @ 0.16%
SSMH OS9
STA 10+45.76
RIM 5064.0±
INV. IN 5049.76 (N)
INV. OUT 5049.56 (W)
173.77 LF 15" PVC @ 0.15%
SSMH OS8
STA 12+19.53
RIM 5064.0±
INV. IN 5050.22 (N)
INV. OUT 5050.02 (S)
399.98 LF 15" PVC @ 0.15%
SSMH OS7
STA 16+19.51
RIM 5066.5±
INV. IN 5051.02 (N)
INV. OUT 5050.82 (S)
400.00 LF 15" PVC @ 0.15%
SSMH OS6
STA 20+19.51
RIM 5069.5±
INV. IN 5051.82 (N)
INV. OUT 5051.62 (S)
399.99 LF 15" PVC @ 0.15%
Sheet
of 68
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 )
1 inch = ft.
50 0 50 Feet
50
100 150
OS1
PLAN & PROFILE
OFFSITE SANITARY SEWER LINE
22
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
MATCH LINE SEE SHEET OS2 STA 22+00
LINE
MATCH STA
22+00
PROFILE SCALE:
OS1
OS2
OS3
OS4
E
X
X X
X X
X
X
X X
X
X
X X X
X X
X X
V.P.
X X
ST
MGAS
X X
X X X
E
OHE
OHE OHE
OHE
OHE OHE
OHE
OHE
ST
ST ST
ST ST
W
W W
W W
W
W
W W W
W W
W W W
W W
W W
14"W 1976 (AC)
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
TURNBERRY ROAD
FH ASSEMBLY
N:148958.40
E:205373.34
8"x6" SWIVEL TEE
& 6" GV (SE)
N:148958.22
E:205389.66
MONITORING WELL RG2
LOT 5 LOT 1
BLOCK 3
SERRAMONTE HIGHLANDS
(LARIMER COUNTY)
15' UTILITY
EASEMENT
CONCRETE COLLAR RG2
49.22 LF 6" HDPE @ 0.20%
30' UTILITY
EASEMENT
EXISTING
ELCO 14" AC
WATER LINE
STORM LINE A
(SEE SHEET ST1)
SIDEWALK CULVERT
SUBDRAIN B
(SEE SHEET SUB-2)
SWALE
TRACT C
ACCESS & DRAINAGE
EASEMENT
10'
ACCESS
ROAD
U6
UTILITY PLAN
21
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
Sheet
of 68
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 SUBDRAIN
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.
11. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
12. ALL SUBDRAINS ARE TO BE PUBLICLY OWNED AND MAINTAINED. STORM LINES A, B,
AND D ARE ALSO TO TO BE PUBLICLY OWNED AND MAINTAINED. RAIN GARDEN
UNDERDRAINS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER.
13. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR
TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL
BE USED TO PREVENT LOADING OF THE DRAINAGE FACILITIES WITH SEDIMENT
DURING CONSTRUCTION.
W
G
T
E
EXISTING STORM SEWER ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED UNDERDRAIN
SUBDRAIN CLEANOUT
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
NATURAL HABITAT BUFFER ZONE (NHBZ)
EASEMENT LINE
LIMITS OF DEVELOPMENT LOD
EXISTING SANITARY SEWER
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
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
U1 U2 U3
U4 U5 U6
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
SD
SD
SD
SD
SD
SD SD
SD
SD
SD
SD SD SD
SD
SD SD
SD
SD SD
SD
SD
SD
SD
8" W 8" W
8" W
8" W 8" W
SD SD
SD
SD
SD
SD
SD
SD
SD SD SD SD SD
W
W
W
W
S
S
S
S
S
S
S
S S
S
S
S
S
W W W
W
W
W
W
W
W
S
S
S
S
S
S
S
S
S
W
W
W
W
W
W
W
W
W
W
S
S
S
S
S
S S
W
W
W
W
W
S
S
S
W
W
W
W
W
W
W
W
W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W
S
W
W
W
W
W
W
W
W
W W
W
W W W W
W 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
LOD LOD
LOD
LOD LOD
LOD LOD
LOD LOD LOD
LOD
LOD
LOD LOD LOD
LOD LOD
LOD
45° BEND
N:148945.98
E:204247.74
FH ASSEMBLY
N:149018.58
E:204000.58
FH ASSEMBLY
N:149308.04
E:204024.06
8"x6' SWIVEL TEE
& 6" GV (SW)
N:149008.21
E:203996.76
8" TEE w/ TB
& 2-8" GV (S,W)
N:149212.27
E:204307.96
8"x6" SWIVEL TEE
& 6" GV (S)
N:149298.10
E:204018.41
CARNOUSTIE DR.
BALTUSROL DR.
ROYAL TROON AVE.
MIDBLOCK
CROSS PAN
SIDEWALK CHASE
CLEANOUT RG2
FG=5069.81
MONITORING WELL RG2
FG=5070.76
BLOCK 3
SERRAMONTE HIGHLANDS
(LARIMER COUNTY)
LOT 12
LOT 11
LOT 6
30' -
30' -
53' ROW
9' UTILITY
EASEMENT (TYP)
8.98' UTILITY
EASEMENT (TYP)
CONCRETE COLLAR RG2
FG=5066.50
138.10 LF 6" PERFORATED HDPE @ 0.20%
49.22 LF 6" HDPE @ 0.20%
30' UTILITY
EASEMENT
S52° 34' 45.32"E
245.72 LF 8" PVC
2
1
5.82
L
F
8
"
P
V
C
R
=
4
9
2
.
0
0
'
S77° 42' 44.01"E
154.90 LF 8" PVC
S52° 34' 45.32"E
221.90 LF 8" PVC
3
36
.
4
5
L
F
8
"
PV
C
R
=
7
6
7
.
0
0
'
S77° 42' 44.01"E
152.30 LF 8" PVC
N57° 01' 43.95"E
9.31 LF 8" PVC
N11° 20' 42.23"E
266.42 LF 8" PVC
9
7
.
30 L
F
8
"
PV
C
R
=
3
9
0.
6
4
'
N27° 40' 42.90"E
102.69 LF 8" PVC
P.R.C.
N:148978.33
E:204098.97
P.R.C.
N:149118.61
E:203796.12
P.R.C.
N:149253.45
E:203619.89
P.R.C.
N:149335.15
E:203962.37
P.R.C.
N:149245.17
E:204156.63
P.R.C.
N:149197.61
E:204304.78
P.R.C.
N:149303.06
E:204342.08
P.R.C.
N:149394.00
E:204389.78
LOT 12
LOT 10
LOT 11
LOT 33
LOT 32
LOT 34
LOT 13
LOT 31
TRACT D
ACCESS, DRAINAGE &
UTILITY EASEMENT
LOT 19
LOT 21
LOT 18
LOT 20
LOT 29
LOT 14
LOT 11
LOT 9
LOT 10
LOT 12
LOT 13
LOT 8
LOT 7
LOT 5
LOT 4
LOT 6
LOT 3
LOT 17
LOT 28
LOT 15
LOT 22
LOT 27
LOT 16
LOT 23
LOT 14
LOT 24
LOT 25
LOT 26
LOT 30
LOT 16
LOT 15
LOT 12
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 13
BLOCK 5
BLOCK 9
BLOCK 9
BLOCK 10
LOT 18
LOT 16
LOT 13
LOT 14
LOT 17
LOT 15
RIP-RAP (TYP.)
LOT 2
LOT 1
45° BEND
N:148951.08
E:204255.61
U5
UTILITY PLAN
20
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
Sheet
of 68
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 SUBDRAIN
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.
11. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
12. ALL SUBDRAINS ARE TO BE PUBLICLY OWNED AND MAINTAINED. STORM LINES A, B,
AND D ARE ALSO TO TO BE PUBLICLY OWNED AND MAINTAINED. RAIN GARDEN
UNDERDRAINS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER.
13. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR
TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL
BE USED TO PREVENT LOADING OF THE DRAINAGE FACILITIES WITH SEDIMENT
DURING CONSTRUCTION.
W
G
T
E
EXISTING STORM SEWER ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED UNDERDRAIN
SUBDRAIN CLEANOUT
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
NATURAL HABITAT BUFFER ZONE (NHBZ)
EASEMENT LINE
LIMITS OF DEVELOPMENT LOD
EXISTING SANITARY SEWER
MATCHLINE - SEE SHEET U6
MATCHLINE - SEE SHEET U2
MATCHLINE - SEE SHEET U4
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
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
U1 U2 U3
U4 U5 U6
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
W W
W
W
W
W
W
W W
W W
W
W
W
S
S S
W
W
S
S
W
A
.V.
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
G
AS
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 E
E
E
E
E E
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 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
AW
W
W
W W
W
W
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 LOD
FH ASSEMBLY
N:149156.32
E:202939.71
8" TEE
& 2-8" GV (E,N)
N:149307.02
E:203428.77
BALTUSROL DR.
BALTUSROL CT.
CHERRYWOOD
ACRES
TRACT 6
LOT 18 LOT 17
BLOCK 3
SERRAMONTE HIGHLANDS
(LARIMER COUNTY)
JUANITA LANE
TO EXISTING
ELCO LINE
N:149139.32
E:202761.93
30' -
53' ROW
9' UTILITY
EASEMENT (TYP)
N00° 38' 49.07"E
180.36 LF 8" PVC
N89° 11' 17.29"E
5.00 LF 10" PVC
P.C.
N:149141.60
E:202922.99
P.T.
N:149170.88
E:203009.91
N89° 11' 17.29"E
150.84 LF 8" PVC
93
.
2
1
L
F
8
"
P
V
C
R
=
15
0
.
0
0
'
N53° 35' 05.48"E
96.97 LF 8" PVC
2
5
9
.3
2
L
F
8
" P
V
C
R
=408
.
13
'
S89° 21' 10.93"E
98.64 LF 8" PVC
S89° 21' 10.93"E
37.22 LF 8" PVC
165
.
59 L
F
8
"
P
V
C
R
=
2
5
8
.
0
0
'
P.R.C.
N:149306.53
E:203466.03
P.R.C.
N:149308.01
E:203334.79
P.R.C.
N:149228.37
E:203087.98
9' UTILITY
EASEMENT (TYP)
AIR VAC VALVE
N:149139.54
E:202767.16
10"x8" REDUCER
8" GV (E)
N:149139.51
E:202775.09
8"x6' SWIVEL TEE
& 6" GV (SW)
N:149142.96
E:202941.12
LOT 2
LOT 1
LOT 34
LOT 18
LOT 17
LOT 16
LOT 4
LOT 3
LOT 5
LOT 6
LOT 28
LOT 26
LOT 25
LOT 27
LOT 24
LOT 23
LOT 22
LOT 20 LOT 19
LOT 21
LOT 1
LOT 2
BLOCK 6
BLOCK 7
U4
UTILITY PLAN
19
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
Sheet
of 68
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 SUBDRAIN
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.
11. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
12. ALL SUBDRAINS ARE TO BE PUBLICLY OWNED AND MAINTAINED. STORM LINES A, B,
AND D ARE ALSO TO TO BE PUBLICLY OWNED AND MAINTAINED. RAIN GARDEN
UNDERDRAINS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER.
13. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR
TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL
BE USED TO PREVENT LOADING OF THE DRAINAGE FACILITIES WITH SEDIMENT
DURING CONSTRUCTION.
W
G
T
E
EXISTING STORM SEWER ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED UNDERDRAIN
SUBDRAIN CLEANOUT
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
NATURAL HABITAT BUFFER ZONE (NHBZ)
EASEMENT LINE
LIMITS OF DEVELOPMENT LOD
EXISTING SANITARY SEWER
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
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
U4 U5 U6
U1 U2 U3
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
S
S
S
S
S
S
S
S
S
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
14" W
14" W 14" W
14" W 14" W 14" W 14" W 14" W 14" W
14" W
14" W
14" W 14" W
4" W
4" W
4" W
4" W 4" W 4" W
4" W 4" W
4" W 4" W 4" W
4" W 4" W
4" W 4" W
4" W 4" W
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
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
W
W W
OHE
OHE
OHE OHE OHE OHE
OHE OHE OHE
OHE
OHE
ST
10"W 1976 (AC)
4" (AC)
10"W 1976 (AC)
4" (AC)
W
W W
W
W W W
W W
W W W
W W
W W
W
14"W 1976 (AC) 14"W 1976 (AC)
FH ASSEMBLY
N:149671.68
E:205329.41
12"x8" TEE
& 8" GV (S)
N:150037.63
E:204786.41
KIAWAH DR.
TURNBERRY ROAD
E. DOUGLAS ROAD
WINGED FOOT DR.
14"x8" TEE
& 8" GV (W)
N:149658.95
E:205402.49
8"x6" SWIVEL TEE
& 6" GV (SE)
N:149659.77
E:205329.27
MONITORING WELL RG1
FG=5070.04
CONCRETE COLLAR RG1
FG=5066.72
CLEANOUT RG1
FG=5069.21
9' UTILITY
EASEMENT (TYP)
30' -
53' ROW
9' UTILITY
EASEMENT (TYP)
15' UTILITY
EASEMENT
8"x6" SWIVEL TEE
& 6" GV (SE)
N:149892.83
E:204774.53
FH ASSEMBLY
N:149895.78
E:204763.56
142.65 LF 6" HDPE @ 0.20%
10.98 LF 6" HDPE @ 0.20%
61.31 LF 6" HDPE @ 0.20%
29.96 LF 6" HDPE @ 0.20%
1
78
.
6
2
L
F
8
"
P
V
C
R
=
29
2
.
0
0
'
NHBZ
NHBZ
1
0
1
.
5
1
L
F
8"
PV
C
R
=
2
72.
6
9
'
N00° 38' 49.17"E
68.27 LF 8" PVC
S67° 52' 32.07"E
165.58 LF 8" PVC
S66° 48' 12.92"E
56.43 LF 8" PVC
S63° 35' 15.46"E
145.62 LF 8" PVC
1
31
.
3
1
L
F
8
"
P
V
C
R
=
2
9
2
.
0
0
'
S89° 21' 10.93"E
107.33 LF 8" PVC
8" TEE
& 2-8" GV (SE,SW)
N:149870.07
E:204767.21
P.R.C.
N:149969.30
E:204785.68
P.R.C.
N:149690.55
E:205168.62
P.R.C.
N:149660.09
E:205295.21
STORM LINE B
(SEE SHEET ###)
RIP-RAP (TYP.)
RIP-RAP (TYP.)
STORM LINE D
(SEE SHEET ST3)
LOT 4
LOT 3
LOT 5
LOT 8
LOT 7
LOT 9
LOT 10
LOT 1
LOT 7
LOT 6
LOT 5
LOT 7
LOT 2
LOT 3
LOT 4
LOT 8
LOT 10
LOT 9
LOT 6
LOT 2
LOT 1
LOT 2
LOT 1
LOT 3
LOT 22
LOT 23
LOT 24
LOT 21
LOT 20
BLOCK 4
BLOCK 2
BLOCK 3
BLOCK 1
LOT 11
TRACT B
ACCESS & DRAINAGE
EASEMENT
SEE ELCO PLAN
SET FOR ADDITIONAL
INFORMATION
ON PROPOSED 14"
WATER LINE
10'
U3
UTILITY PLAN
18
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
Sheet
of 68
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 SUBDRAIN
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.
11. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
12. ALL SUBDRAINS ARE TO BE PUBLICLY OWNED AND MAINTAINED. STORM LINES A, B,
AND D ARE ALSO TO TO BE PUBLICLY OWNED AND MAINTAINED. RAIN GARDEN
UNDERDRAINS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER.
13. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR
TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL
BE USED TO PREVENT LOADING OF THE DRAINAGE FACILITIES WITH SEDIMENT
DURING CONSTRUCTION.
W
G
T
E
EXISTING STORM SEWER ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED UNDERDRAIN
SUBDRAIN CLEANOUT
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
NATURAL HABITAT BUFFER ZONE (NHBZ)
EASEMENT LINE
LIMITS OF DEVELOPMENT LOD
EXISTING SANITARY SEWER
MATCHLINE - SEE SHEET U6
MATCHLINE - SEE SHEET U2
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
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
U4 U5 U6
U1 U2 U3
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
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
W W
W
W
W
S
S
S
S
S
S
W
W
W
W
W
W
W
S S
S
S
S
S
S
S
SSS
S
S
S
S
W
W
W
W
W
W
W
W W
W W
W W
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
S
S
S S
S
S S S
S
S
S
S S S S
S
S S
S
S S
S
W
S
S
W
A.V.
4" W
4" W 4" W 4" W
4" W 4" W
4" W 4" W 4" W
4" W 4" W
4" W 4" W 4" W
4" W 4" W
4" W 4" W 4" W
4" W
4" W
4" W 4" 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
X
X
X
X
X
X
F
E
S
M
F
E
S
TELE
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
10"W 1976 (AC)
4" (AC)
W
W
W
W
LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
FH ASSEMBLY
N:149698.50
E:203894.05
FH ASSEMBLY
N:149692.16
E:204468.39
8" TEE w/ TB
& 2-8" GV (E,S)
N:149689.50
E:203706.48
8" TEE
& 2-8" GV (S,W)
N:149680.18
E:204468.38
8"x6" SWIVEL TEE
& 6" GV (S)
N:149685.91
E:203894.04
8"x6" SWIVEL TEE
& 6" GV (SE)
N:149681.47
E:204420.93
WINGED FOOT DR.
CARNOUSTIE DR.
E. DOUGLAS ROAD
ROYAL TROON AVE.
MIDBLOCK
CROSS PAN
SIDEWALK
CHASE
MON ITORING WELL RG3
FG=5081.41
CONCRETE COLLAR RG3
W/ FLAP GATE
FG=5078.80
CLEANOUT RG3
FG=5081.03
9' UTILITY
EASEMENT (TYP)
9' UTILITY
EASEMENT (TYP)
30' - 53' ROW
15' UTILITY
EASEMENT
EDGE OF WETLANDS
SWALE
SUBDRAIN A
(SEE SHEET SUB-1)
34.02 LF 6" HDPE @ 0.20%
S89° 21' 10.93"E
156.21 LF 8" PVC
S89° 21' 10.93"E
551.30 LF 8" PVC
S89° 21' 59.10"E
79.71 LF 8" PVC
1
75.
3
2
L
F
8
"
P
V
C
R
=
2
9
2.00
'
NHBZ
NHBZ
NHBZ
.
00
'
N00° 38' 49.07"E
79.85 LF 8" PVC
S00° 38' 27.77"W
87.63 LF 8" PVC
1
36
.
7
8
L
F
8
"
P
V
C
R=
15
8
.
3
6
'
S52° 34' 45.32"E
245.72 LF 8" PVC
12
1
.
7
2 L
F
8
"
PV
C
R
=
258
.
0
0
'
N00° 38' 49.07"E
170.47 LF 8" PVC
P.R.C.
N:149601.87
E:203705.50
P.R.C.
N:149484.53
E:203767.18
P.R.C.
N:149394.00
E:204389.78
P.R.C.
N:149510.93
E:204419.28
P.R.C.
N:149680.61
E:204490.40
STORM LINE D
(SEE SHEET ST3)
SIDEWALK CHASE
AIR VAC
N:149541.11
E:203721.25
LOT 2 LOT 3 LOT 4 LOT 5
LOT 6
LOT 12 LOT 13 LOT 14 LOT 15 LOT 16
LOT 7 LOT 9 LOT 10 LOT 11
LOT 8
LOT 17 LOT 18 LOT 19
LOT 20
LOT 9
LOT 7
LOT 8
LOT 10
LOT 11
LOT 1 LOT 6
LOT 4 LOT 5
LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12
LOT 2 LOT 3
LOT 3
LOT 4
LOT 2
LOT 1
LOT 5
LOT 12
BLOCK 1
BLOCK 10
BLOCK 5
LOT 19
LOT 18
SWALE
TRACT A
DRAINAGE
EASEMENT
SEE ELCO PLAN
SET FOR ADDITIONAL INFORMATION
ON PROPOSED 12" WATER LINE
10'
8"x1" TEE
(SEE IRRIGATION PLANS FOR
ADDITIONAL INFORMATION)
N:149469.79
E:203786.40 8"x1" TEE
(SEE IRRIGATION PLANS FOR
ADDITIONAL INFORMATION)
N:149432.33
E:204406.08
U2
UTILITY PLAN
17
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
Sheet
of 68
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 SUBDRAIN
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.
11. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
12. ALL SUBDRAINS ARE TO BE PUBLICLY OWNED AND MAINTAINED. STORM LINES A, B,
AND D ARE ALSO TO TO BE PUBLICLY OWNED AND MAINTAINED. RAIN GARDEN
UNDERDRAINS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER.
13. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR
TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL
BE USED TO PREVENT LOADING OF THE DRAINAGE FACILITIES WITH SEDIMENT
DURING CONSTRUCTION.
W
G
T
E
EXISTING STORM SEWER ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED UNDERDRAIN
SUBDRAIN CLEANOUT
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
NATURAL HABITAT BUFFER ZONE (NHBZ)
EASEMENT LINE
LIMITS OF DEVELOPMENT LOD
EXISTING SANITARY SEWER
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
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
U1
U4 U5 U6
U2 U3
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
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
G X X
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
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
AW
10"W 1976 (AC)
4" (AC)
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
FH ASSEMBLY
N:149492.71
E:203441.66
8"x6" SWIVEL TEE
& 6" GV (SE)
N:149491.55
E:203429.40
8" TEE
& 2-8" GV (E,S)
N:149692.62
E:203433.52
12"x8" TEE
& 8" GV (S)
N:150051.30
E:203575.49
E. DOUGLAS ROAD
BETHPAGE DR.
WINGED FOOT DR.
FH ASSEMBLY
N:150039.92
E:203233.15
10"x6" SWIVEL TEE
& 6" GV (SE)
N:150059.23
E:203233.37
REPLAT
CHERRYWOOD
ACRES
TRACT 1A
REPLAT
CHERRYWOOD
ACRES
TRACT 1B
15' UTILITY
EASEMENT
S89° 21' 10.93"E
273.24 LF 8" PVC
NHBZ
N00° 38' 49.07"E
180.36 LF 8" PVC
N00° 41' 06.92"E
205.22 LF 8" PVC
1
0
0
.
9
3
L
F
8
"
P
V
C
R
=
1
57.
0
0
'
N39° 52' 32.69"E
101.09 LF 8" PVC
1
1
8
.
48
L
F
8
"
P
V
C
R
=
17
3
.
00
'
N00° 38' 49.07"E
79.85 LF 8" PVC
EXISTING
ELCO 4" AC
WATER LINE
EXISTING
ELCO 10" AC
WATER LINE
9' UTILITY
EASEMENT (TYP)
9' UTILITY
EASEMENT (TYP)
9' UTILITY
EASEMENT (TYP)
S89° 21' 10.93"E
273.24 LF 8" PVC
P.R.C.
N:149685.94
E:203433.09
P.R.C.
N:149784.82
E:203469.60
P.R.C.
N:149862.40
E:203534.41
P.R.C.
N:149971.43
E:203574.59
30' -
53' ROW
LOT 1 LOT 2
LOT 4
LOT 3
LOT 2
LOT 5
LOT 6
LOT 9
LOT 7
LOT 8
BLOCK 9
BLOCK 8
LOT 3
LOT 4
LOT 1
LOT 2
SEE ELCO PLAN
SET FOR ADDITIONAL INFORMATION
ON PROPOSED 12" WATER LINE
U1
UTILITY PLAN
16
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
Sheet
of 68
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 SUBDRAIN
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.
11. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
12. ALL SUBDRAINS ARE TO BE PUBLICLY OWNED AND MAINTAINED. STORM LINES A, B,
AND D ARE ALSO TO TO BE PUBLICLY OWNED AND MAINTAINED. RAIN GARDEN
UNDERDRAINS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER.
13. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR
TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL
BE USED TO PREVENT LOADING OF THE DRAINAGE FACILITIES WITH SEDIMENT
DURING CONSTRUCTION.
W
G
T
E
EXISTING STORM SEWER ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED UNDERDRAIN
SUBDRAIN CLEANOUT
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
NATURAL HABITAT BUFFER ZONE (NHBZ)
EASEMENT LINE
LIMITS OF DEVELOPMENT LOD
EXISTING SANITARY SEWER
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
U1
U4 U5 U6
U2 U3
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
WV
WV
WV
WV
WV
X X
X
X X
V
.P.
WV
WV
X
X
X X
X X X
X
X
X
X
X X X X
X X X
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
MGAS
X X
F
E
S
M
F
E
S
T
ELE
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
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 10" W
W
W
OHE
OHE
OHE
OHE
OHE
OHE
OHE OHE OHE OHE
OHE OHE
B
B
B
B
B
B
B
B
ST
AW
W
W
10"W 1976 (AC)
4" (AC)
10"W 1976 (AC)
4" (AC)
10"W 1976 (AC)
4" (AC)
10"W 1976 (AC)
4" (AC)
W W
W W
W W
W W W
W
W W
1
4"W 1976 (AC)
14"W 1976 (AC) 14"W 1976 (AC) 14"W 1976 (AC)
UD
UD
UD
UD
15" SS
15" SS 15" SS 15" SS 15" SS
15" SS 15" SS 15" SS 15" SS
12" W 12" W 12" W
12" W 12" W 12" W 12" W
12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
8" W
8" W 8" W
8" W 8" W
8" W 8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W 8" W
8" W
8" W
8" W
8" W 8" W
8" W
8" W
8" W
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
8" W
SD
SD
SD
SD
SD SD
W
W W
W
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W W
W
W
W
W
W
W
S
S
S
S
S
S
S
S S
W
W
W
W
W
W
W
W
W
W
S
S
S
S
S
S
S
S
S
W
W
W
W
W
W
W
S
S
S
S
S S
S
S
S
S S
S
S
W
W
W
W
W
W
W
W W
W
W
W
W
W
S
S S
S
W
W
W
W W
W
W
W
W W
W
W
W
S
S
S
S
S
S
S
S S S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S S
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
S
S
S
S
S
S
S
S
S S S
S
W W W
W W
W
W
W
W
W
S
S
S
S
S S
SSS S
S
S
S
S
W
W W W
W W
W W
W W W W W
W W
W
W
W W W
W W W
W
W
W W
W
W
W
S S
S S S
S S
S S
S S
S S S
S S
S
S
S
S
S S
W S
S
S
S
S
S
S
S
S
S
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
W
S
S
14" W 14" W 14" W 14" W 14" W
14" W 14" W
14" W
W
W
A
.V.
A.V.
TURNBERRY ROAD
BETHPAGE DR.
WINGED FOOT DR.
KIAWAH DR.
ROYAL TROON AVE.
E. DOUGLAS ROAD
CARNOUSTIE DR.
BALTUSROL DR.
WINGED FOOT DR.
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
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
SIDEWALK CHASE
STORM LINE B
(SEE SHEET ST2)
STORM LINE A
(SEE SHEET ST1)
SUBDRAIN B
(SEE SHEET SUB-2)
SUBDRAIN LINE A
CONNECT TO 14"
ELCO LINE
PROPOSED 15"
OFFSITE SANITARY
SEWER SEE SHEET ###
CONNECT TO 12"
ELCO LINE
CONNECT TO 12"
ELCO LINE
OUTLET
STRUCTURE
AREA INLET/OUTLET STRUCTURE
UNDERDRAIN FOR
RAIN GARDEN 3
CONNECT TO EXISTING
ELCO LINE
SUBDRAIN B
PROPOSED
FIRE HYDRANT
EXISTING
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
UNDERDRAIN FOR
RAIN GARDEN 2
EXISTING
8" WATERLINE
STORM LINE D
(SEE SHEET ST3)
UNDERDRAIN FOR
RAIN GARDEN 1
CURB INLET
CURB INLET
PROPOSED
FIRE HYDRANT
PROPOSED 15"
SANITARY SEWER
8" WATER
8" SANITARY SEWER
8" WATER
8" SANITARY SEWER
8" WATER
8" SANITARY SEWER
JUANITA LN.
BALTUSROL CT.
CURB INLET
30' UTILITY
EASEMENT
SIDEWALK CHASE
SIDEWALK CULVERT
CURB INLET
8" WATER
8" SANITARY SEWER
SUBDRAIN A
(SEE SHEET SUB-1)
8" WATER
8" SANITARY SEWER
8" SANITARY SEWER
8" WATER
8" SANITARY SEWER
8" WATER
8" SANITARY SEWER
SIDEWALK CHASE
SIDEWALK CHASE
SEE ELCO PLAN
SET FOR 12" ELCO
WATER LINE
SEE ELCO PLAN
SET FOR 14" ELCO
WATER LINE
OU1
OVERALL UTILITY PLAN
15
NORTH
( IN FEET )
1 inch = ft.
120 0 120 Feet
120
240 360
Sheet
of 68
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 SUBDRAIN
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.
11. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
12. ALL SUBDRAINS ARE TO BE PUBLICLY OWNED AND MAINTAINED. STORM LINES A, B,
AND D ARE ALSO TO TO BE PUBLICLY OWNED AND MAINTAINED. RAIN GARDEN
UNDERDRAINS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER.
13. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR
TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL
BE USED TO PREVENT LOADING OF THE DRAINAGE FACILITIES WITH SEDIMENT
DURING CONSTRUCTION.
W
G
T
E
EXISTING STORM SEWER ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED UNDERDRAIN
SUBDRAIN CLEANOUT
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
NATURAL HABITAT BUFFER ZONE (NHBZ)
EASEMENT LINE
LIMITS OF DEVELOPMENT LOD
EXISTING SANITARY SEWER
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
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN APPROVAL
WATTLE "A" WATTLE "B"
1' 2'
TYP.
1' 1'
W2 NOTES:
INSTALLATION:
STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER
AND ON EACH SIDE OF THE WATTLE. LEAVING 4"-6" OF
STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR
NYLON ROPE SHOULD BE TIED TO THE STAKES ACROSS
THE WATTLE. STAKES SHOULD THEN BE DRIVEN UNTIL THE
BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO
THE WATTLE.
WHEN INSTALLING RUNNING LENGTHS OF WATTLES, TO
PREVENT SHIFTING, BUTT THE SECOND WATTLE TIGHTLY
AGAINST THE FIRST. DO NOT OVERLAP THE ENDS. STAKES
SHOULD BE DRIVEN 1 FT. FROM END, ACROSS FROM AND
ON EACH SIDE OF WATTLE LEAVING 4"-6" OF STAKE
PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR
NYLON ROPE SHOULD BE TIED TO STAKES IN AN HOUR
GLASS FORMATION (FRONT TO BACK OF WATTLE "A",
ACROSS TO FRONT OF WATTLE "B", ACROSS TO BACK AND
BACK TO FRONT OF WATTLE "A"). STAKES SHOULD THEN BE
DRIVEN IN UNTIL BAILING WIRE OR NYLON ROPE IS
SUFFICIENTLY SNUG TO THE WATTLE.
W1 & W2 INSTALLATION NOTES:
1. THE LOCATION AND LENGTH OF WATTLE IS DEPENDENT ON THE CONDITIONS OF EACH SITE.
2. WATTLES SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES.
3. WATTLES SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR, OR COCONUT FIBER.
4. NOT FOR USE IN CONCENTRATED FLOW AREAS.
5. THE WATTLES SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF TWO (2) INCHES.
6. WATTLES SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS.
7. ON SLOPES, WATTLES SHOULD BE INSTALLED ON CONTOUR WITH A SLIGHT DOWNWARD ANGLE AT THE END OF THE ROW IN ORDER TO PREVENT
PONDING AT THE MID SECTION.
8. RUNNING LENGTHS OF WATTLES SHOULD BE ABUTTED FIRMLY TO ENSURE NO LEAKAGE AT THE ABUTMENTS.
9. SPACING - DOWNSLOPE:
10. VERTICAL SPACING FOR SLOPE INSTALLATIONS SHOULD BE DETERMINED BY SITE CONDITIONS. SLOPE GRADIENT AND SOIL TYPE ARE THE MAIN
FACTORS. A GOOD RULE OF THUMB IS:
1:1 SLOPES = 10 FEET APART
2:1 SLOPES = 20 FEET APART
3:1 SLOPES = 30 FEET APART
4:1 SLOPES = 40 FEET APART, ETC.
11. HOWEVER, ADJUSTMENTS MAY HAVE TO BE MADE FOR THE SOIL TYPE: FOR SOFT, LOAMY SOILS - ADJUST THE ROWS CLOSER TOGETHER; FOR HARD,
ROCKY SOILS - ADJUST THE ROWS FURTHER APART. A SECONDARY WATTLE PLACED BEHIND THE ABUTMENT OF TWO WATTLES IS ENCOURAGED ON
STEEP SLOPES OR WHERE JOINTS HAVE FAILED IN THE PAST.
12. STAKING: THE CITY RECOMMENDS USING WOOD STAKES TO SECURE THE WATTLES. 1/2" TO 5/8" REBAR IS ALSO ACCEPTABLE. BE SURE TO USE A
STAKE THAT IS LONG ENOUGH TO PROTRUDE SEVERAL INCHES ABOVE THE WATTLE: 18" IS A GOOD LENGTH FOR HARD, ROCKY SOIL. FOR SOFT LOAMY
SOIL USE A 24" STAKE.
1"x 1" WOOD STAKES
18"-24"
ENDS OF ADJACENT WATTLES
SHALL BE TIGHTLY ABUTTED
TO PREVENT SEDIMENT BYPASS
W2 NOTE:
ONLY WATTLES MADE WITH COCONUT
FIBERS SHALL BE USED WHEN
INSTALLATION COMES IN CONTACT WITH A
WATER BODY.
WP
CONCRETE WASHOUT AREA
CWA
2 3 ROCK SOCK DETAIL
ROCK SOCK SECTION ROCK SOCK PLAN
ROCK SOCK JOINTING
GRADATION TABLE
SIEVE SIZE
MASS PERCENT
PASSING SQUARE
MESH SIEVES
NO. 4
2" 100
1-1/2" 90-100
1" 20-55
3/4" 0-15
3/8" 0-5
MATCHES SPECIFICATIONS FOR NO. 4 COARSE AGGREGATE FOR
CONCRETE PER AASHTO M43. ALL ROCK SHALL BE FRACTURED FACE,
ALL SIDES
RS
VEHICLE CONTROL TRACKING PAD
VTC
4
AT PIPE OUTLET AREAS OF STREAMS AND
DRAINAGE CHANNELS - DETAIL A
IN DIVERSION DITCH OR SMALL DITCH DRAINAGE WAY - DETAIL B
OUTSIDE OF STREAMS AND DRAINAGE CHANNELS - DETAIL C
ANCHOR DETAILS
PERIMETER ANCHOR TRENCH
JOINT ANCHOR TRENCH
INTERMEDIATE ANCHOR TRENCH
OVERLAPPING JOINT
WOOD STAKE DETAIL
MINIMUM THICKNESS 1"
USE 2x4 MATERIAL FOR STAKES
JOINT ANCHOR
TRENCH, TYP.
PERIMETER
ANCHOR
TRENCH, TYP.
TOP OF
CHANNEL BANK
TYPE OF BLANKET AS INDICATED IN PLAN VIEW, IN ALL DISTURBED AREAS OF
STREAMS AND DRAINAGE CHANNELS TO DEPTH "D" ABOVE CHANNEL INVERT.
BLANKET SHALL GENERALLY BE ORIENTED PARALLEL TO FLOW DIRECTION.
STAKING PATTERN SHALL MATCH BLANKET TYPE.
UNDISTURBED
SOIL
TYPE OF BLANKET,
PER MANUFACTURER SPEC. OR TYPE 2 OR 3 STAKING INDICATED IN PLAN VIEW
(MATCH SPECIFIED BLANKET TYPE) SEE THE STAKING
PATTERNS DETAIL ON NEXT SHEET
PERIMETER
ANCHOR TRENCH, TYP.
JOINT ANCHOR TRENCH, TYP.
COMPACTED
SUBGRADE
1
>3
THE BLANKET SHALL
BE EXTENDED TO THE
TOP OF CHANNEL
"D"
6"
TOPSOIL
"M"
OVERLAPPING JOINT, SEE
DETAIL ON THIS SHEET
STAGGER
OVERLAPS
PERIMETER ANCHOR TRENCH
SEE DETAIL ON THIS SHEET
PER MANUFACTURER SPEC.
OR TYPE 1 STAKING SEE
THE STAKING PATTERN
DETAIL ON NEXT SHEET
BLANKET SHALL BE
100% STRAW MIN.
DIVERSION DITCH
TYPICALLY AT
TOP OF SLOPE
6"
TOPSOIL
6" MIN.
(TYP.)
3" MIN.
(TYP.)
SINGLE EDGE
EROSION CONTROL
BLANKET (TYP.)
COMPACTED
BACKFILL (TYP.)
STAKE (TYP.)
TWO EDGES OF
TWO ADJACENT
ROLLS
LOOP FROM
MIDDLE OF
ROLL
FLOW 6"
3" MIN.
12"
MIN.
STAKING PATTERNS
SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION. IF NO MANUFACTURER'S
SPECIFICATION IS AVAILABLE USE THE ACCEPTABLE STAKING PATTERN (AS SHOWN ABOVE)
PERIMETER ANCHOR
TRENCH OR JOINT
ANCHOR TRENCH, TYP.
STRAW-COCONUT
COCONUT OR EXCELSIOR
STRAW
ROLL WIDTH
"W" (TYP.)
6'
3'
1/2 "W"
1/2 "W"
1/2 "W"
1/2 "W"
1/2 "W"
4'
3'
2'
ECB
EROSION CONTROL BLANKET TYPE
TYPE
STRAW*
STRAW-COCONUT
EXCELSIOR
COCONUT
CONTENT
-
30% MIN.
-
STRAW
CONTENT
100%
-
NETTING MIN.
DOUBLE/NATURAL
100%
-
-
EXCELSIOR
CONTENT
COCONUT 100% - -
* FOR OUTSIDE OF STREAMS AND DRAINAGE CHANNELS
DOUBLE/NATURAL
DOUBLE/NATURAL
DOUBLE/NATURAL
70% MAX.
10 RIP-RAP
1 WATTLE INSTALLATION
A A
PLAN VIEW
SECTION A-A
2:1
OP
WQCV
8 OUTFALL PROTECTION
5 SILT FENCE
9 INLET PROTECTION
ILP
IP1
6 INDIVIDUAL LOT PROTECTION
3.
BY VOLUME PRIOR TO PLACEMENT.
VOLUME WITH 35% OF APPROVED SOIL
MIX UNIFORM ALLY 65% RIPRAP BY
ABOVE DESIGN RIPRAP TOP GRADE.
VOIDS AND ROCKS PROJECTING
COMPACT AND LEVEL TO ELIMINATE ALL
DESIGN THICKNESS AND GRADE.
SECURELY INTERLOCKED ROCK AT THE
PLACE STONE-SOIL MIX TO RESULT IN
2.
ACTUAL LOCATION AND LIMITS.
SLOPED AREAS. REFER TO THE SITE PLAN
1. SOIL RIPRAP DETAILS ARE APPLICABLE TO
NOTES:
12" min
3" min
ONE-INCH THICK
WOOD STAKE DETAIL
Use 2x4
material
for stakes
4.
CRIMP OR TACKIFY MULCH OR USE
APPROVED HYDROMULCH AS CALLED
FOR IN THE PLANS AND SPECIFICATIONS.
SOIL RIPRAP.
MIX SOIL AND RIPRAP
COMPLETELY (SEE NOTES)
SOIL RIPRAP.
MIX SOIL AND RIPRAP
COMPLETELY (SEE NOTES)
10" MIN.
TOPSOIL LAYER AND SEED AND MULCH
AS REQUIRED BY PLANS AND SPECIFICATIONS
TOPSOIL LAYER AND SEED AND MULCH
AS REQUIRED BY PLANS AND SPECIFICATIONS
FINISHED GRAD
DESIGN RIPRAP GRADE
FINISHED GRAD
DESIGN RIPRAP GRADE
2*D50 4" - 6" (TYP.)
2*D50
SLOPE VARIES (SEE PLANS)
PREPARE COMPACTED
SUBGRADE PER SPECIFICATIONS
OR PLACE ON UNDISTURBED SUGRADE
SLOPE VARIES (SEE PLANS)
PREPARE COMPACTED
SUBGRADE PER SPECIFICATIONS
TYPICAL SECTION - OR PLACE ON UNDISTURBED SUGRADE
SOIL RIPRAP WITH MUCLH
TYPICAL SECTION -
SOIL RIPRAP WITH EROSION CONTROL FABRIC
STAKE BLANKET TO
GROUND BETWEEN STONES
EROSION CONTROL BLANAKET
AS SPECIFIED OR CALLED FOR
ON THE PLANS
4" - 6" (TYP.)
7 EROSION CONTROL BLANKET
RIPRAP SCHEDULE
Storm Line Pipe
Diameter
(ft)
Ordinary
Riprap
Type
Length
of Riprap
(ft)
Width
of Riprap
(ft)
2*d50,
Depth of
Riprap
(ft)
Storm Line A 2.00 Type L 7.00 9.00 1.5
Storm Line B 2.00 Type L 8.00 9.00 1.5
Storm Line D 1.25 Type L 5.00 7.00 1.5
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
WV
WV WV
WV
WV
WV
X
X
X
X
X
V.P.
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
F
E
S
M
M
F
E
S
F
E
S
MM
X
TELE
F.O.
TELE
F
E
S
MGAS
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
V.P. X
VAULT
CABLE
BOX
CABLE
H2O
V.GAS P.
GAS
OHE
OHE
OHE
OHE
OHE
OHE
OHE OHE
OHE
B
B
B
B
B
B
B
B
ST ST
A.V.
AW
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
UD
UD
SWALE
WINGED FOOT DR.
KIAWAH DR.
ROYAL TROON AVE.
CARNOUSTIE DR.
BALTUSROL DR.
BETHPAGE DR.
RAIN GARDEN 2
BALTUSROL CT.
W W
W
W
W
W
W
IP
OP
SF SF
W
W
FES
CONCRETE
CULVERT
POND 1
SITE OUTFALL
SIDEWALK CHASE
NATURAL HABITAT
BUFFER ZONE
FES
POND 3
RAIN GARDEN 3
INLET (2)
CWA
IP
IP IP
OP
SF SF
SF
W
IP
SF
RS
RS RS
OUTFALL
INLET
INLET
INLET
E. DOUGLAS ROAD
VTC
VTC IP IP IP
RS RS RS
RS
VTC
W
RS
RS
RAIN GARDEN 1
RS
SIDEWALK AND
CONCRETE CHASE
EXISTING 24" CMP
TURNBERRY ROAD
IP
SF
SF
IP
IP
RS
RS
OUTFALL FES
OP
W
W
ECB
ECB
W W
RIPRAP
RIPRAP
RIPRAP RIPRAP
RIPRAP
SF
SF
EC1
EROSION CONTROL PLAN
13
Sheet
of 68
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
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
BENCHMARK/BASIS OF BEARING
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
SILT FENCE
WATTLE PROTECTION
VEHICLE TRACKING PAD
SF
INLET PROTECTION
1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP
MULCHING OR SIMILAR METHODS (AS APPLICABLE).
2. TOTAL DISTURBED AREA = 2.69 ACRES
3. SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone________________________________
4. CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE
WASHOUT AREA IF ACCESS IS OFF PAVEMENT.
5. REFER TO THE FINAL STORM WATER MANAGMENT PLAN BY NORTHERN
ENGINEERING SERVICES, DATED 03.13.2019 FOR ADDITIONAL INFORMATION.
6. ALL DISTURBED AREAS SHOULD BE REVEGETATED PER THE APPROVED
LANDSCAPING PLANS.
7. RAIN GARDENS SHALL BE INSTALLED IN THE LAST PHASE OF DEVELOPMENT TO
MINIMIZE POTENTIAL FOR SEDIMENT TO INFILTRATE AND CLOG THE SYSTEM.
GENERAL NOTES:
LEGEND:
ROCK SOCK WITH MARKER
EROSION CONTROL BLANKET
1. IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES
ONLY AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR
PHASING OF BEST MANAGEMENT PRACTICES (BMPs) IS EXPECTED.
ADDITIONAL AND/OR DIFFERENT BMPs FROM THOSE ORIGINALLY
DEPICTED MAY BE NECESSARY DURING CONSTRUCTION DUE TO
CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL
AUTHORITIES.
2. THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH,
GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY
NECESSARILY SHOWN IN THEIR EXACT LOCATION.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING
(CITY, STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH
GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION
CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED.
4. CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION
CONTROL MEASURES ACCORDING THE THE CONSTRUCTION
SEQUENCING AND LEVEL OF SITE STABILIZATION.
5. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION
FOR ALL STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL
SITE IS FULLY STABILIZED.
6. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION
FOR DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN SYSTEM,
UNTIL CONNECTION IS ESTABLISHED WITH DOWNSPOUT.
7. INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE
SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN
WATTLES FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR
PAVEMENT, ETC.)
8. CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES,
PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING,
HYDRO MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND
ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO
ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE.
9. ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE
NECESSARY TO INSURE THAT EACH BUILDING PAD IS STABILIZED
THROUGHOUT CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE
ALLOWED TO CROSS THE PUBLIC SIDEWALKS.
10. CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER
PROTECTION FOR AREAS DIRECTING DRAINAGE OFFSITE.
PERIMETER PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO
THE SURROUNDING SURFACE TYPE AND CONDITION (i.e.,
STAKE-DRIVEN SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE
SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.)
11. FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED
(100) FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL
DRAINAGE WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS
AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT
WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF,
OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE
WAY.
12. CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE
SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT
LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET, WETLAND,
OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A
CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO
DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF
WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS SHALL BE
LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS
SHALL BE STAKED DOWN.
13. THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE
WITH THE CITY'S CONSTRUCTION INSPECTORS BY CEASING
OPERATIONS WHEN WINDS ARE OF SUFFICIENT VELOCITY TO
CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS
HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE.
14. WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND
WINTER MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS,
DISTURBED AREAS WILL BE TREATED WITH MULCH AND MULCH
TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL
STAFF TO PREVENT EROSION.
15. SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON
PLANTING, REVEGETATION, HARDSCAPE AND OTHER PERMANENT
SITE STABILIZATION METHODS.
16. ALL DOWNSTREAM INLETS ALONG DOUGLAS ROAD AND TURNBERRY
ROAD SHOULD HAVE INLET PROTECTION.
TABLE OF CONSTRUCTION SEQUENCE AND BMP EROSION CONTROL NOTES:
APPLICATION
CONSTRUCTION PHASE
(DESCRIPTION)
PHASE I
(GRADING)
PHASE II
(INFRASTRUCTURE)
PHASE III
(VERTICAL
CONSTRUCITON)
PHASE IV
(PERMANENT
BMP'S)
Grading (Include Offsite)
Overlot
Pipeline Installation
Stormwater
Concrete Installation
Site Walls
Building Structure
Miscellaneous
Hardscape Amenities
BEST MANAGEMENT PRACTICES
Temporary
Inlet Protection (IP)
Vehicle Tracking Control (VTC)
Flow Barriers (Wattles, Rock Socks, etc.) (WD)
Concrete Washout Area (CWA)
Preventative Maintenance Activities/Meetings/etc.
Silt Fence (SF)
Permanent
Mulching/Sealant
Permanent Seed Planting
Sewer Service
Water Service
Curb and Gutter
CONCRETE WASHOUT AREA
OUTFALL PROTECTION
INDIVIDUAL LOT PROTECTION
LIMITS OF DISTURBANCE LOD
SF
W
VTC
IP
RS
ECB
CWA
OP
ILP
OVERLAND FLOW
DIRECT FLOW
PROJECT DATUM: NAVD 88
BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 92-14
NORTHEAST CORNER OF DOUGLAS ROAD AND TURNBERRY ROAD, ON TOP OF AN IRRIGATION
STRUCTURE.
ELEVATION = 5075.10
BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 92-15
DOUGLAS ROAD AND COUNTY ROAD 13, ON A LARIMER COUNTRY 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 (PRIOR CITY OF FORT COLLINS DATUM)
FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR
ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED:
NGVD29 UNADJUSTED(PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 - 3.17
BASIS OF BEARING:
THE BASIS OF BEARINGS IS THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION
30-T8N-R68W AS BEARING SOUTH 89°21'11" EAST.
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
X X
V.P.
X X X X
ST
MGAS
X X
X X X
E
OHE OHE
OHE OHE
OHE OHE
OHE
OHE OHE
OHE
OHE
ST
ST ST ST ST
TURNBERRY ROAD
SIDEWALK CULVERT
EXISTING AREA INLET
INV. IN= 5059.67 (E)
INV. OUT= 5055.45 (W)
SWALE
SWALE
SIDEWALK AND
CONCRETE CHASE
LOT 5 LOT 1
BLOCK 3
SERRAMONTE HIGHLANDS
(LARIMER COUNTY)
POND 1
EXISTING
PUMP HOUSE
ULTIMATE
OUTFALL
EXISTING PUMP
HOUSE
LIMITS OF
DEVELOPMENT
EXISTING WELL ROAD
60.69
62.63
68.33
68.21
67.52
72'
ROW
50'
-
EOP
30'
UTILITY
EASEMENT
15'
UTILITY
EASEMENT
69.25
69.13
68.44
65.97
64.66
71.20
61.23
60.00
73.24
61.44
73.51
73.69
63.86
73.98
64.66
73.52
70.47
67.67
76.03
72.63
67.28
69.77
62.01
70.73
63.55
73.13
62.36
67.62
69.55
62.42
POND 1
25.1%
12.8%
7.1%
0.6%
1.7%
24.9%
25.0%
4.3%
5.5%
9.2%
1.3%
2.8%
67.43
72.78
66.82
64.05
56.20
59.09
59.85
61.37
POND 1
RIPRAP RUNDOWN
FOR EMERGENCY
OVERFLOW PATH
71.57
71.61
(73.93)
(73.93)
ALL WEATHER
ACCESS ROAD
FOR BOXELDER
5.0%
G6
GRADING PLAN
12
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
Sheet
of 68
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.
7. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
8. NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON
(FEBRUARY 1 TO JULY 31) WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST
OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY TO IDENTIFY ANY ACTIVE
NESTS EXISTING ON THE PROJECT SITE. THE SURVEY SHALL BE SENT TO THE
CITY ENVIRONMENTAL PLANNER. IF ACTIVE NESTS ARE FOUND, THE CITY CITY
WILL COORDINATE WITH RELEVANT STATE AND FEDERAL REPRESENTATIVES TO
DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND
CONSTRUCTION APPLY.
9. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR
TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT
SHALL BE USED TO PREVENT LOADING OF THIS DRAINAGE FACILITY WITH
SEDIMENT DURING CONSTRUCTION.
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)
MATCHLINE - SEE SHEET G3
MATCHLINE - SEE SHEET G5
G3
G4 G5 G6
G1 G2
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
SWALE
BLOCK 3
SERRAMONTE HIGHLANDS
(LARIMER COUNTY)
LOT 12
LOT 11
LOT 6
MIDBLOCK
CROSS PAN
LIMITS OF
DEVELOPMENT
88.61
91.73
75.36
81.54
80.84
81.57
81.10
80.06
79.50
79.23
79.00
78.76
78.52
78.12
77.60
79.99
80.34
78.71
74.03
78.28
73.52
74.17
77.87
77.36
76.82
74.70
75.58
76.42
76.01
75.51
74.86
75.51
72.66
75.14
75.11
72.69
73.57
74.45
75.37
75.01
75.53
75.71
75.80
75.68
76.20
76.98
76.72
77.43
78.48
77.93
78.97
80.00
79.51
81.04
80.85
82.08
82.36
83.58
83.31
84.34
84.83
86.07
85.57
86.83
88.10
88.60
89.11
90.37
87.33
85.70
70.76
66.50
69.81
FG=87.30
TF=87.97
A
FG=86.90
TF=87.57
A
FG=94.19
TF=94.86
B
FG=94.30
TF=94.97
B
FG=91.72
TF=92.39
B
FG=90.15
TF=90.82
B
FG=88.37
TF=89.04
B
FG=87.22
TF=87.89
B
FG=86.11
TF=86.78
B
FG=85.10
TF=85.77
B
FG=84.17
TF=84.84
B
FG=82.44
TF=83.11
A/B
FG=80.68
TF=81.35
A
FG=79.60
TF=80.27
A
FG=82.54
TF=83.21
B
FG=82.26
TF=82.93
A
FG=82.68
TF=83.35
A
FG=83.37
TF=84.04
A
FG=83.82
TF=84.49
A
FG=84.17
TF=84.84
A
FG=85.01
TF=85.68
A
TF=84.52
FG=82.82
TF=83.49
A
FG=82.18
TF=82.85
A
FG=81.77
TF=82.44
A
FG=81.34
TF=82.01
A
FG=80.69
TF=81.36
A
FG=80.32
TF=80.99
A
FG=78.47
TF=79.14
A
FG=94.49
TF=95.16
B
FG=92.36
TF=93.03
B
FG=90.05
TF=90.72
B
FG=88.68
TF=89.35
B
FG=87.49
TF=88.16
B
FG=86.27
TF=86.94
B
FG=85.01
TF=85.68
B
FG=83.85
TF=84.52
B
FG=82.51
TF=83.18
B
FG=81.44
TF=82.11
B
FG=80.41
TF=81.08
B
FG=79.33
TF=80.00
B
FG=78.46
TF=79.13
B
FG=78.03
TF=78.70
B FG=78.04
TF=78.71
B
FG=77.31
TF=77.98
B
FG=77.01
TF=77.68
B
FG=80.54
TF=81.21
G
FG=79.72
TF=80.39
G
FG=79.37
TF=80.04
G
FG=78.88
TF=79.54
G
FG=78.68
TF=79.35
G
FG=77.82
TF=78.49
B
FG=77.77
TF=78.44
B
FG=77.36
TF=78.03
B
53'
ROW
30'
-
53'
ROW
30'
-
53'
ROW
30'
-
9' UTILITY EASEMENT
9' UTILITY EASEMENT
6' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
6' UTILITY EASEMENT
91.72
89.45
88.18
86.92
85.68
84.51
83.26
82.01
80.86
79.82
78.78
77.96
77.10
76.78
76.25
76.00
76.01
76.51
76.86
77.27
75.46
75.18
75.07
74.42
75.15
76.46
79.21
78.87
78.38
78.18
77.32
69.81
71.31
74.93
74.88
69.84
72.07
75.78
77.17
78.42
92.73
90.25
88.64
88.14
86.92
84.36
82.88
81.40
79.92
78.43
91.10
89.84
89.65
87.87
86.64
84.35
83.63
81.92
77.33
76.25
75.47
75.60
78.45
79.53
80.64
80.64
81.58
81.86
82.26
82.55
82.99
83.98
84.05
83.78
85.03
86.34
86.51
87.67
88.60
89.00
81.07
81.60
79.75
80.18
77.55
81.13
81.76
82.18
84.02
83.00
82.76
82.16
81.60
81.04
81.89
80.89
79.80
77.78
80.19
81.27
81.68
78.06
77.78
78.28
78.77
79.18
79.60
80.27
81.43
79.59
79.08
85.77
86.40
84.17
86.80
80.91
80.49
79.82
80.84
82.87
83.32
83.67
84.51
86.13
78.63
79.10
77.97
70.82
70.81
69.81
69.81
70.81
69.81
69.81
70.81
70.66
70.68
70.81
69.81
70.81
70.81
68.66
71.07
67.49
64.66
71.20
9.1%
4.5%
23.5%
24.8%
75.51
75.85
75.51
75.46
75.57
74.92
74.92
75.78
75.39
76.93
80.04
91.78
90.28
74.29
67.98
67.85
70.57
70.64
71.09 67.94
67.62
71.41
67.34
71.43
67.43
66.27
FG=81.39 POND 1
TF=82.06
B
FG=80.30
TF=80.97
B
RIPRAP RUNDOWN
FOR EMERGENCY
OVERFLOW PATH
G5
GRADING PLAN
11
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
Sheet
of 68
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.
7. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
8. NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON
(FEBRUARY 1 TO JULY 31) WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST
OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY TO IDENTIFY ANY ACTIVE
NESTS EXISTING ON THE PROJECT SITE. THE SURVEY SHALL BE SENT TO THE
CITY ENVIRONMENTAL PLANNER. IF ACTIVE NESTS ARE FOUND, THE CITY CITY
WILL COORDINATE WITH RELEVANT STATE AND FEDERAL REPRESENTATIVES TO
DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND
CONSTRUCTION APPLY.
9. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR
TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT
SHALL BE USED TO PREVENT LOADING OF THIS DRAINAGE FACILITY WITH
SEDIMENT DURING CONSTRUCTION.
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)
MATCHLINE - SEE SHEET G6
MATCHLINE - SEE SHEET G2
MATCHLINE - SEE SHEET G4
G4 G5 G6
G1 G2 G3
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
E
E E E
E E E E
E
E
E E E
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
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.
AW
BALTUSROL DR.
BALTUSROL CT.
FLAT BOTTOM
SWALE
CHERRYWOOD
ACRES
TRACT 6
LOT 18 LOT 17
BLOCK 3
SERRAMONTE HIGHLANDS
(LARIMER COUNTY)
JUANITA LANE
"STOP"
SIGN
EXISTING
WELL HEAD
LIMITS OF
DEVELOPMENT
(29.04)
EXISTING WELL ROAD
2.28
4.93
6.56
7.82
9.22
11.00
12.96
13.93
14.75
15.58
12.01
10.76
8.35
6.36
4.67
3.43
13.10
18.61
15.28
13.13
11.69
13.90
11.26
8.67
9.85
7.68
5.86
4.14
1.87
0.11
98.44
97.17
97.73
99.00
0.70
2.60
3.50
4.77
7.18
95.76
94.70
92.54
90.09
88.61
91.73
94.11
95.96
92.25
88.10
FG=96.13
TF=96.80
B
FG=94.19
TF=94.86
B
FG=96.01
TF=96.68
B
FG=5.76
TF=6.43
A
FG=6.98
TF=7.65
A
FG=8.61
TF=9.28
A
FG=10.59
TF=11.26
A
FG=12.96
TF=13.63
A
FG=15.14
TF=15.81
A
FG=17.95
TF=18.62
A
FG=15.22
TF=15.89
B
FG=13.34
TF=14.01
B
FG=11.20
TF=11.87
B
FG=9.03
TF=9.70
B
FG=7.22
TF=7.89
B
FG=5.67
TF=6.34
B
FG=4.92
TF=5.59
B FG=2.73
TF=3.40
B FG=0.85
TF=1.52
B
FG=99.27
TF=99.94
B
FG=97.61
TF=98.28
B
FG=94.49
TF=95.16
B
53'
ROW
30'
-
9' UTILITY EASEMEN
6' UTILITY EASEMENT
9' UTILITY EASEMENT
3.58
4.74
6.48
6.59
7.65
8.11
7.73
10.09
11.73
12.19
14.64
13.41
16.57
16.22
12.55
10.70
8.53
6.72
5.04
3.94
2.04
0.35
99.08
98.11
96.07
93.86
91.72
86.91
90.37
94.85
0.21
10.44
26.00
24.64
20.11
15.97
12.24
9.51
1.65
1.75
95.51
93.01
94.66
2.7%
12.07
9.65
5.96
5.26
17.45
14.45
20.26
15.87
12.38
9.53
5.02
6.19
8.38
9.98
9.90
10.08
9.84
8.17
8.12
6.55
6.47
6.29
6.55
8.17
10.6%
6.1%
5.8%
10.5%
4.5%
21.3%
34.1%
12.9%
21.1%
15.6%
3.6%
14.4%
91.78
90.28
5' TRAIL
G4
GRADING PLAN
10
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
Sheet
of 68
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.
7. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
8. NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON
(FEBRUARY 1 TO JULY 31) WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST
OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY TO IDENTIFY ANY ACTIVE
NESTS EXISTING ON THE PROJECT SITE. THE SURVEY SHALL BE SENT TO THE
CITY ENVIRONMENTAL PLANNER. IF ACTIVE NESTS ARE FOUND, THE CITY CITY
WILL COORDINATE WITH RELEVANT STATE AND FEDERAL REPRESENTATIVES TO
DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND
CONSTRUCTION APPLY.
9. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR
TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT
SHALL BE USED TO PREVENT LOADING OF THIS DRAINAGE FACILITY WITH
SEDIMENT DURING CONSTRUCTION.
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)
MATCHLINE - SEE SHEET G5
MATCHLINE - SEE SHEET G1
G4 G5 G6
G1 G2 G3
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
"STOP"
SIGN
INLET (2)
NHBZ
FES
2' CONCRETE
PAN
FES
FES
88.82
88.45
81.37
83.90
88.36
88.79
88.79
88.36
87.99
86.85
82.86
79.57
77.96
76.61
75.33
74.35
73.73
73.19
72.65
72.20
72.59
73.14
73.67
74.21
72.14
72.28
72.45
73.27
74.32
75.06
74.84
75.82
76.13
77.41
77.10
78.68
78.48
79.90
81.21
79.95
82.51
81.23
82.52
81.30
81.30
81.56
80.82
79.45
78.19
76.87
75.63
74.56
73.90
72.72
70.90
79.67
79.33
79.31
79.00
73.27
69.21
70.04
66.72
74.44
75.17
77.58
79.52
65.19
64.30
FG=90.07
TF=90.74
FG=90.70
TF=91.37
B
FG=89.87
TF=90.54
B
FG=87.96
TF=88.63
B
FG=85.39
TF=86.06
B
FG=89.70
TF=90.37
W
FG=89.70
TF=90.37
W
FG=89.70
TF=90.37
W
FG=84.71
TF=85.38
B
FG=84.74
TF=85.41
B
FG=83.84
TF=84.51
B
FG=81.57
TF=82.24
B
FG=79.89
TF=80.56
B
FG=78.45
TF=79.12
B
FG=77.17
TF=77.84
B
FG=76.22
TF=76.89
B
FG=75.78
TF=76.45
B
FG=75.25
TF=75.92
B
FG=74.69
TF=75.36
B
FG=74.63
TF=75.30
B
FG=75.71
TF=76.38
B
FG=76.41
TF=77.08
B
FG=77.48
TF=78.15
B
FG=78.76
TF=79.43
B
FG=80.08
TF=80.75
B
FG=81.34
TF=82.01
B
FG=83.01
TF=83.68
B
FG=84.08
TF=84.75
B
FG=82.71
TF=83.38
B
53'
ROW
30'
-
53'
ROW
30'
-
72'
ROW
50'
-
EOP
9' UTILITY EASEMENT
9' UTILITY EASEMENT
6' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
81.99
83.58
82.50
80.80
79.53
78.26
76.98
75.91
75.21
74.13
73.40
79.86
88.86
89.20
80.20
80.23
89.20
88.77
80.56
84.21
83.34
80.95
79.33
77.95
76.67
75.69
75.07
74.53
74.00
73.57
84.77
87.33
89.24
89.69
79.66
80.39
83.98
66.23
82.80
80.85
81.84
83.27
86.31
64.66
71.20
72.69
64.25
72.84
64.87
64.69
64.38
75.40
63.33
71.87
61.23
71.42
60.00
71.12
59.08
69.80
67.62
70.21
69.21
69.21
69.21
70.21
70.21
69.21
70.21
70.21
69.21
10.6%
12.7%
7.7%
5.0%
11.1%
15.5%
9.4%
4.0%
8.7%
2.8%
86.45
74.73
76.06
56.20
61.37
68.99
15' UTILITY EASEMENT
G3
GRADING PLAN
9
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
Sheet
of 68
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.
7. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
8. NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON
(FEBRUARY 1 TO JULY 31) WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST
OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY TO IDENTIFY ANY ACTIVE
NESTS EXISTING ON THE PROJECT SITE. THE SURVEY SHALL BE SENT TO THE
CITY ENVIRONMENTAL PLANNER. IF ACTIVE NESTS ARE FOUND, THE CITY CITY
WILL COORDINATE WITH RELEVANT STATE AND FEDERAL REPRESENTATIVES TO
DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND
CONSTRUCTION APPLY.
9. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR
TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT
SHALL BE USED TO PREVENT LOADING OF THIS DRAINAGE FACILITY WITH
SEDIMENT DURING CONSTRUCTION.
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)
MATCHLINE - SEE SHEET G6
MATCHLINE - SEE SHEET G2
G3
G4 G5 G6
G1 G2
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
(78.74)
(78.64)
(78.34)
(79.14)
(78.20)
SWALE
SWALE
EDGE OF WETLANDS
EXISTING PUMP HOUSE
LANDSCAPING
WALLS
CURB INLET
CURB INLET
SWALE
SIDEWALK CHASE
NHBZ
NHBZ
NHBZ
NHBZ
WETLANDS 50'
BUFFER ZONE
86.48
86.57
85.78
84.99
85.53
84.69
83.82
83.01
83.41
84.20
82.62
82.66
82.57
82.57
81.93
82.93
83.33
83.87
84.28
82.71
83.18
83.58
83.98
84.38
84.78
85.18
85.58
85.98
86.50
87.34
87.34
87.34
87.32
88.19
88.45
88.25
87.53
85.80
87.64
87.24
86.84
86.68
86.87
86.47
86.28
85.88
86.05
85.64
85.48
85.23
84.82
85.08
84.68
84.41
84.00
83.59
83.18
82.82
82.89
85.26
83.80
80.30
78.37
81.91
80.47
76.69
79.42
75.36
84.36
82.87
81.80
81.54
80.84
83.17
84.81
81.57
81.10
80.34
78.71
FG=85.69
TF=86.36
A
FG=86.56
TF=87.23
A
FG=85.83
TF=86.50
A
FG=85.97
TF=86.64
A
FG=86.39
TF=87.06
A
FG=86.80
TF=87.47
A
FG=87.21
TF=87.88
A
FG=87.23
TF=87.90
A/B
FG=87.06
TF=87.73
B
FG=87.47
TF=88.14
B
FG=87.89
TF=88.56
B
FG=87.82
TF=88.49
B
FG=88.42
TF=89.09
B
FG=87.63
TF=88.30
B
FG=86.84
TF=87.51
B
FG=86.05
TF=86.72
B
FG=85.26
TF=85.93
X
FG=84.56
TF=85.23
X
FG=85.03
TF=85.70
B
FG=85.43
TF=86.10
B
FG=85.83
TF=86.50
B
FG=86.23
TF=86.90
B
FG=86.63
TF=87.30
B
FG=87.03
TF=87.70
B
FG=87.43
TF=88.10
B
FG=87.83
TF=88.50
B
FG=89.09
TF=89.76
B
FG=89.18
TF=89.85
B
FG=89.19
TF=89.86
B
FG=89.73
TF=90.40
B FG=90.07
TF=90.74
B
FG=87.42
TF=88.09
A
FG=89.07
TF=89.74
A
FG=89.00
TF=89.67
A
FG=89.07
TF=89.74
A
FG=87.30
TF=87.97
A
FG=83.85
TF=84.52
A
FG=82.82
TF=83.49
A
FG=87.94
TF=88.61
G
FG=84.70
TF=85.37
G
FG=83.33
TF=84.00
G
FG=81.69
TF=82.36
G
FG=80.54
TF=81.21
G
53'
ROW
30'
-
53'
ROW
30'
-
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT 9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
15'
UTILITY
EASEMENT
76.46
77.78
81.20
84.20
82.83
79.86
88.86
89.69
89.06
88.69
88.68
88.58
88.59
87.33
86.93
86.53
86.13
85.73
85.33
84.93
84.53
84.06
83.85
83.80
84.76
85.45
86.34
87.13
87.92
82.03
81.01
(78.31)
(78.38)
(78.50)
(78.58)
(78.51)
(79.09)
(79.17)
(79.05)
(78.77)
(79.09)
81.68
82.32
82.73
81.43
82.05
85.80
85.55
85.14
84.93
87.02
86.61
86.20
86.09
85.92
85.72
85.71
87.32
86.90
86.49
86.18
85.43
86.12
85.71
85.30
84.89
84.80
84.60
84.52
85.19
85.33
86.30
86.71
86.73
85.34
85.14
84.97
85.44
85.36
86.13
87.32
88.50
86.80
87.84
88.07
86.29
86.31
87.30
85.89
85.47
86.06
81.57
80.91
80.49
86.13
88.57
86.92
64.66
71.20
82.03
82.00
81.03
81.03
81.03
82.03
82.03
81.03
82.03
81.03
81.03
82.03
82.03
81.03
82.03
78.05
79.50
83.35
81.00
79.00
78.42
78.40
POND 3
15.4%
9.4%
4.8%
2.8%
4.9%
3.8%
76.93
76.93
78.25
78.21
79.95
79.77
81.45
81.45
83.45
80.04
79.63
81.19
90.28
G2
GRADING PLAN
8
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
Sheet
of 68
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.
7. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
8. NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON
(FEBRUARY 1 TO JULY 31) WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST
OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY TO IDENTIFY ANY ACTIVE
NESTS EXISTING ON THE PROJECT SITE. THE SURVEY SHALL BE SENT TO THE
CITY ENVIRONMENTAL PLANNER. IF ACTIVE NESTS ARE FOUND, THE CITY CITY
WILL COORDINATE WITH RELEVANT STATE AND FEDERAL REPRESENTATIVES TO
DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND
CONSTRUCTION APPLY.
9. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR
TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT
SHALL BE USED TO PREVENT LOADING OF THIS DRAINAGE FACILITY WITH
SEDIMENT DURING CONSTRUCTION.
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)
MATCHLINE - SEE SHEET G3
MATCHLINE - SEE SHEET G4
MATCHLINE - SEE SHEET G1
G2 G3
G4 G5 G6
G1
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
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
AW
E. DOUGLAS ROAD
BETHPAGE DR.
WINGED FOOT DR.
10' CROSSPAN
REPLAT
CHERRYWOOD
ACRES
TRACT 1A
REPLAT
CHERRYWOOD
ACRES
TRACT 1B
"STOP"
SIGN
"STOP"
SIGN
LIMITS
OF DEVELOPMENT
EXISTING PUMP
EXISTING WELL ROAD
EXISTING WELL ROAD
ABANDONED WELL
4.93
6.56
92.25
91.57
91.20
90.23
89.20
88.20
86.90
88.48
86.48
86.57
87.47
88.50
91.08
91.47
89.00
89.60
92.02
92.85
90.43
91.33
93.53
FG=90.39
TF=91.06
B
FG=88.42
TF=89.09
B
FG=91.65
TF=92.32
A
FG=92.13
TF=92.80
A
FG=92.87
TF=93.54
A
FG=93.75
TF=94.42
A
FG=93.26
TF=93.93
B
FG=94.16
TF=94.83
B
FG=95.06
TF=95.73
B
FG=96.13
TF=96.80
B
FG=92.36
TF=93.03
B
53'
ROW
30'
-
53'
ROW
30'
-
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
15'
UTILITY
EASEMENT
90.17
91.15
91.63
90.90
93.25
92.73
91.73
87.92
15.97
12.24
9.51
6.21
4.88
95.51
94.56
93.66
92.76
91.86
86.13
87.32
88.50
88.07
91.01
91.91
92.81
93.71
94.66
86.92
12.38
9.53
5.02
6.19
92.37
90.31
6.9%
4.5%
90.28
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 68
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.
7. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
8. NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON
(FEBRUARY 1 TO JULY 31) WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST
OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY TO IDENTIFY ANY ACTIVE
NESTS EXISTING ON THE PROJECT SITE. THE SURVEY SHALL BE SENT TO THE
CITY ENVIRONMENTAL PLANNER. IF ACTIVE NESTS ARE FOUND, THE CITY CITY
WILL COORDINATE WITH RELEVANT STATE AND FEDERAL REPRESENTATIVES TO
DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND
CONSTRUCTION APPLY.
9. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR
TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT
SHALL BE USED TO PREVENT LOADING OF THIS DRAINAGE FACILITY WITH
SEDIMENT DURING CONSTRUCTION.
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)
MATCHLINE - SEE SHEET G2
MATCHLINE - SEE SHEET G4
G1 G2 G3
G4 G5 G6
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
WV
WWVV
WV
WV
WV
X X
X X
X
V
.P.
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
MGAS
VAULT
CABLE
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
GAS
GAS
V.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.
AW
H
Y
D
WINGED FOOT DR.
KIAWAH DR.
ROYAL TROON AVE.
E. DOUGLAS ROAD
BALTUSROL CT.
BALTUSROL DR.
BETHPAGE DR.
TURNBERRY ROAD
CARNOUSTIE DR.
WINGED FOOT DR.
JUANITA LANE
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
R350' OIL BUFFER
R150' OIL BUFFER
R350' OIL BUFFER
R350' OIL BUFFER
POND 1
POND 3
WETLANDS
PERMANENT WSEL = 5079
RAIN GARDEN 3
RAIN GARDEN 2
RAIN GARDEN 1
SIDEWALK CHASE
NHBZ
OUTLET
STRUCTURE
FES
OUTLET
STRUCTURE
SIDEWALK AND
CONCRETE CHASE
SIDEWALK
CHASE
FES
EXISTING 24" CMP
LIMITS OF
DEVELOPMENT
SWALE
SWALE
FLAT BOTTOM SWALE
FLAT BOTTOM SWALE
SWALE
SWALE
FES
SWALE
NHBZ
LANDSCAPING
WALL
LANDSCAPING WALL
EDGE OF WETLANDS
INLET INLET
NHBZ
SIDEWALK
CHASE
SWALE
INLET (2)
SWALE
INLET
SIDEWALK AND
CONCRETE CHASE
SWALE
NO. 8 DITCH
ACCESS ROAD
FOR BOXELDER
OG1
OVERALL GRADING PLAN
6
NORTH
( IN FEET )
1 inch = ft.
120 0 120 Feet
120
240 360
Sheet
of 68
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.
7. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
8. NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON
(FEBRUARY 1 TO JULY 31) WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST
OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY TO IDENTIFY ANY ACTIVE
NESTS EXISTING ON THE PROJECT SITE. THE SURVEY SHALL BE SENT TO THE
CITY ENVIRONMENTAL PLANNER. IF ACTIVE NESTS ARE FOUND, THE CITY CITY
WILL COORDINATE WITH RELEVANT STATE AND FEDERAL REPRESENTATIVES TO
DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND
CONSTRUCTION APPLY.
9. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR
TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT
SHALL BE USED TO PREVENT LOADING OF THIS DRAINAGE FACILITY WITH
SEDIMENT DURING CONSTRUCTION.
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
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
MGAS
F
E
S
F
E
S
TELE
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
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
10"W 1976 (AC)
4" (AC)
10"W 1976 (AC)
4" (AC)
W
W
W
W W
W W W
W W
W W W
W
W W W
W
W
14"W 1976 (AC)
14"W 1976 (AC) 14"W 1976 (AC)
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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 12" CMP
CULVERT TO BE
REMOVED
EXISTING 12" CMP
CULVERT TO BE REMOVED
/ / / /
/
/ / / / / / /
/
/
FORT COLLINS
CITY BOUNDARY
EXISTING
60' ROW
EXISTING
60' ROW
EDGE OF WETLANDS
EXISTING WELL ROAD
EXISTING ELCO METER
TO BE REMOVED
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 68
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
G
G
G
G
G
G
G
G G G
G
G
E
E
E E
E
E E
E
E
E E
E E
E E E
E
E
E
E E
E E
E
E E
E
E
E E E
E E E E E
E
E
E
E E
E
X
X
X X X X
X
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
MM
X X
TELE
F.O.
TELE
F
E
S
X
F
E
S
F
E
S
M
M
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
MM
W
S
O
W
F
E
S
F
E
S
M M
X GAS
F
E
S
X
E X
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
.V.
AW
W
W
W
10"W 1976 (AC)
10"W 1976 (AC) 4" (AC)
4" (AC)
W
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/
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/
/ / / /
EXISTING UNDERGROUND
ELECTRIC 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 REMOVED
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
ABANDONED WELL HEAD
EDGE OF WETLANDS
EXISTING WELL ROAD
EXISTING WELL ROAD
EXISTING WELL ROAD
CONTRACTOR TO VERIFY
EXISTING WATER LINE PRIOR
TO MOBILIZATION
EXISTING ELCO AIR VAC
TO BE REMOVED
EXISTING SERVICE LINE TO
ELCO AIR VAC
TO BE REMOVED
/
/
/
/
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 68
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 Final Drainage Report For Country Club Reserve Dated 03.13.2019 by
Northern Engineering 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: NAVD 88
BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 92-14
NORTHEAST CORNER OF DOUGLAS ROAD AND TURNBERRY ROAD, ON TOP OF AN IRRIGATION STRUCTURE.
ELEVATION = 5075.10
BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 92-15
DOUGLAS ROAD AND COUNTY ROAD 13, ON A LARIMER COUNTRY 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 (PRIOR CITY OF
FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED:
NGVD29 UNADJUSTED(PRIOR CITY OF FORT COLLINS DATUM) = 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: City of Fort Collins, Boxelder Sanitation District, and ELCO Water District.
48. Approved Variances are listed as follows:
48.1. Minimum spacing between entrances along Turnberry Road and Douglas Avenue.
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 Final Drainage Report For Country Club Reserve Dated 03.13.2019 by
Northern Engineering 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:
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
EC1 EROSION CONTROL PLAN
EC2 EROSION CONTROL DETAILS
OU1 OVERALL UTILITY PLAN
U1-U6 UTILITY PLAN
OS1-OS4 OFFSITE SANITARY SEWER
SAN-1-SAN-7 SANITARY SEWER PLAN AND PROFILE
SUB-1 SUBDRAIN A PLAN AND PROFILE
SUB-2 SUBDRAIN B PLAN AND PROFILE
ST1 STORM LINE A PLAN AND PROFILE
ST2 STORM LINE B PLAN AND PROFILE
ST3 STORM LINE C PLAN AND PROFILE
R1 BETHPAGE DR. PLAN AND PROFILE
R2-R3 WINGED FOOT DR. PLAN AND PROFILE
R4 KIAWAH DR. PLAN AND PROFILE
R5 CARNOUSTIE DR. PLAN AND PROFILE
R6 BALTUSROL DR./BALTUSROL CT. PLAN AND PROFILE
R7 BALTUSROL DR. PLAN AND PROFILE
R8 ROYAL TROON AVE. 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
ST-1 EAST DOUGLAS ROAD STRIPING PLAN
ST-2 TURNBERRY ROAD STRIPING PLAN
INT-1-INT-4 INTERSECTION DETAILS
DR1 DRAINAGE EXHIBIT
D1-D6 DETAILS
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
PROJECT DATUM: NAVD 88
BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 92-14
NORTHEAST CORNER OF DOUGLAS ROAD AND TURNBERRY ROAD, ON TOP OF AN IRRIGATION
STRUCTURE.
ELEVATION = 5075.10
BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 92-15
DOUGLAS ROAD AND COUNTY ROAD 13, ON A LARIMER COUNTRY 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 (PRIOR CITY OF FORT COLLINS DATUM)
FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR
ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED:
NGVD29 UNADJUSTED(PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 - 3.17
BASIS OF BEARING:
THE BASIS OF BEARINGS IS THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION
30-T8N-R68W AS BEARING SOUTH 89°21'11" EAST.