HomeMy WebLinkAboutMOUNTAIN'S EDGE (FORMERLY 2430 OVERLAND TRAIL - RESIDENTIAL) - PDP - PDP160045 - SUBMITTAL DOCUMENTS - ROUND 3 - UTILITY PLANSW. DRAKE RD.
S. OVERLAND TRAIL
DIXON CANYON RD.
YORKSHIRE ST.
W. STUART ST.
HAMPSHIR
E RD.
COUNTY RD. 42C
9' UTIL. 57' ROW
ESMT.
4.5'
WALK
9' UTIL.
ESMT.
4.5'
WALK
LOCAL CONNECTOR STREET SECTION
8' PARKING LANE
8' PARKING LANE
10' TRAVEL LANE
6'
PKWY
36' - 6'
PKWY
30" VERTICAL
CURB & GUTTER
30" VERTICAL
CURB & GUTTER
10' TRAVEL LANE
69.5' HALF ROW 15' UTIL.
ESMT.
6'
WALK
2-LANE ARTERIAL INTERIM STREET SECTION
AT INTERSECTION
5' SHOULDER
6' BIKE LANE
12' TRAVEL LANE
67' -EOA 10'
PKWY
30" VERTICAL
CURB & GUTTER
14' TRAVEL LANE
12' TURN LANE
16' MEDIAN
SECTION LINE
4-LANE ARTERIAL- ULTIMATE STREET SECTION
115' ROW (MIN.)
83' ROADWAY
8'
Setback
Min. Fence
15'
Esmt.
Util. Util.
Esmt.
15'
12' TRAVEL LANE
12' TRAVEL LANE
12' TRAVEL LANE
1. All materials, workmanship, and construction of ppublic 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
City of Fort Collins.
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 City of Fort Collins
Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins 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 City of Fort Collins, as
beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort
Collins 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 City of Fort Collins, 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 storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and
specifications current at the date of approval of the plans by the City of Fort Collins 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 Developer 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 City of Fort Collins prior to beginning construction.
10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is
accomplished in a 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 if 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 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).
17. Prior to final inspection and acceptance by the City of Fort Collins, 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 City of Fort Collins 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 City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development.
19. All recommendations of the Preliminary Drainage Report for Mountains Edge dated October 9, 2017 by Northern Engineering Services, Inc.,
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 the City of Fort Collins 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.
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HU
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FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W
FCLWD 18" W FCLWD 18" W FCLWD 18" W F
CLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W
20" W 20" W
20" W
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W
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FO FO
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CTV
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CTV CTV CTV
8" SS
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OHE OHE
OHE OHE OHE OHE OH
E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH
E
OHE OHE OHE OHE
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60" W
60" W 60" W 60" W
60" W 60" W 60" W 60" W 60" W 60" W 60" W 60" W 60" W 60" W 60" W 60" W 60" W
8" SS
8" SS 8" SS
8"
SS 8" SS
FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W
FCLWD 18" W FCLWD 18" W FCLWD 18" W
FCLWD 18" W FCLWD 18" W FCLWD 18" W F
CLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD
18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W
FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD
18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W
W W
FO
FO FO FO
FO FO FO
FO
FO
FO
FO
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OHU OHU OHU
20" W
20" W
20" W
20" W 20" W
20" W 2
0" W 20" W
20" W
20" W 20" W
20" W 20" W
20" W 20" W
20" W 20" W
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20" W 20" W
FO
FO
FO FO
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FO
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FO FO
FO FO
FO FO FO
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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
60" W
60" W 60" W 60" W
60" W 60" W 60" W 60" W 60" W 60" W 60" W 60" W 60" W 60" W 60" W 60" W 60" W
60" W
60" W
FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FC
LWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 1
8" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FC
LWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 1
8" W FCLWD 18" W
W W
20" W 20" W
FO FO
FO FO
FO FO FO FO
FO FO FO
FO FO FO
FO FO FO FO
FO
FO
FO
FO
FO
CTV C
TV CTV
CTV
CTV CTV CTV CTV
CTV CTV CTV CTV
CTV CTV
CTV CTV CTV CTV
CTV
CTV
CTV
CTV
C
TV
PRIVATE DRIVE B (S)
BLUEGRASS DRIVE
DRAKE ROAD
OVERLAND TRAIL
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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
HC3
8
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
R
KEYMAP
HC1
HC2
LEGEND:
1. CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF
WALK.
2. ATTACHED WALK WIDTHS ARE FROM FLOWLINE OF CURB & GUTTER.
3. ALL PARKING STRIPE SHALL BE 4" WHITE OR PER MUTCD.
4. SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND
PAVEMENT SECTIONS.
5. SEE GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION AND PAVEMENT
RECOMMENDATIONS.
6. REFER TO SITE AND LANDSCAPE PLANS FOR PAVERS, DECORATIVE PAVING,
SCORING, ETC.
7. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES
WITHIN THE NATURAL HABITAT BUFFER ZONE.
8. THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE
LANDSCAPE.
NOTES:
STANDARD ACCESS RAMP S
CURB AND GUTTER
DIRECTIONAL ACCESS RAMP D
X' PAN PX
CORNER APPROACH ACCESS RAMP C
VERTICAL CURB AND GUTTER
12" RIBBON CURB
18" INFALL CURB AND GUTTER
18" OUTFALL VERTICAL CURB AND GUTTER
1
2
3
4
INFALL DRIVE-OVER CURB AND GUTTER 5
DRIVEWAY (TYPE I) D1
DRIVEWAY(TYPE III) D3
OUTFALL DRIVE-OVER CURB AND GUTTER 6
SS SS SS SS SS SS SS SS
SS SS SS
SS
SS
SS SS SS
SS
SS SS SS
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W
SS SS SS SS SS SS SS SS SS
W W W W W W W W
SS SS SS SS
W W W W W W W W W W
SS SS SS
SS
SS SS
SS SS
SS
SS
W W W
W
W W
W W
W W
W W
W
W W W W
8" SS 8" SS 8" SS 8" SS
6" W 6" W 6" W 6" W 6" W
6" W 6" W 6" W 6" W 6" W
6" W 6" W 6" W 6" W
6" W
6" W
6" W
6" W
6" W
S
8" SS 8" SS 8" SS
6" W 6" W 6" W
8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS
8" SS 8" SS 8" SS
S
S
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X
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X X
S W
W W W W W
W W
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S S
S
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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
S
S S S S S
S S S S
S S S
S
S S S S S S S S S
S S S S
W
W W W
W
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W
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S S
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60" W 60" W
60" W 60" W 60" W 60" W
W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18
" W
FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W
FCLWD 18" W FCLWD 18
20" W
20" W 20" W
20" W 20" W
20" W 20" W 20" W
FO
FO FO FO
FO FO FO
FO
FO FO
FO FO
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W W
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X X
X X X X
X
X
X
X
OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE O
HE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE
60" W
60" W 60" W 60" W
60" W 60" W 60" W 60" W 60" W 60" W 60" W 60" W 60" W 60" W 60" W 60" W 60" W
FCLW
D 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLW
D 18" W FCLWD 18" W
FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18"
W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLW
D 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18"
W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLW
D 18" W FCLWD 18" W FCLWD 18" W
W W
FO
FO FO FO
FO FO FO FO
FO
FO
FO
FO
FO
CTV CTV
C
TV CTV
CTV CTV CTV CTV
CTV
CTV
CTV
CTV
CTV
20'
FL-FL
EXISTING CREEK TOB 50'
BUFFER LIMITS
BLOCK 7
LOT 11 LOT 10
OWNER: CITY OF
FORT COLLINS
QUAIL HOLLOW
P.U.D. THIRD FILING
PROPOSED FIRE
HYDRANT
19.5' ADDITIONAL ROW
TO BE DEDICATED
BROWN FARM
S
S
S
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X X
X
X X
X
X
X
OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE
OHU
60" W
60" W 60" W 60" W 60" W 60" W 60" W 60" W
60" W 60"
W
FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W
FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18"
W
FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W
FCLWD 18" W
FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W F
CLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 1
8" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FC
LWD 18" W
20" W
20" W
20" W
20" W
20" W
20" W
20" W
20" W
X X X X X X X
X X X X X X X X
X X X
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X
OHU OHU OHU
D 18" W FCLWD 18" W FCLWD 18
" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W
FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18
" W FCLWD 18" W FCLWD 18" W
20" W
20" W
20" W
20" W 20" W
20" W 20" W 20" W
20" W
20" W 20" W
20" W 20" W
20" W 20" W
FO
FO
FO FO
FO FO FO
FO FO
FO
FO
FO FO FO
FO FO
FO FO
FO
CTV
CTV
CTV CTV
CTV CTV CTV
CTV CTV CTV
CTV
CTV CTV CTV
CTV CTV
CTV CTV CTV
OHU
X
X
X
X
OHU OHU OHU OHU OHU OHU
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
60" W 60" W
60" W 60" W 60" W 60" W
W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18
" W
FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W
FCLWD 18" W FCLWD 18
20" W
20" W 20" W
20" W 20" W
20" W 20" W 20" W
FO
FO FO FO
FO FO FO
FO
FO FO
FO FO
FO FO FO FO
FO FO FO
F
O
CTV CTV
CTV CTV CTV
CTV CTV CTV
CTV CTV CTV
CTV
CTV CTV CTV CTV
CT
V CTV CTV CTV
A
BLOCK 7
LOT 10 LOT 1
LOT 21
LOT 20 BLOCK 2
LOT 19 LOT 18 LOT 17
BROWN FARM
SEVENTH FILING
OWNER: CITY OF
FORT COLLINS
20'
FL-FL
20' EMERGENCY
ACCESS EASEMENT
36'
FL-FL
EXISTING CREEK TOB 50'
BUFFER LIMITS
36'
FL-FL
X X
X X
X X
X X X X
X X
X X X X
X
X
X
X
OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OH
E OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE
60" W
60" W 60" W 60" W
60" W 60" W 60" W 60" W 60" W 60" W 60" W 60" W 60" W 60" W 60" W 60" W 60" W
FCLW
D 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLW
D 18" W FCLWD 18" W
FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18"
W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLW
D 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18"
W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLW
D 18" W FCLWD 18" W FCLWD 18" W
FO
FO FO FO
FO FO FO FO
FO
FO
FO
FO
FO
CTV CTV
CT
V CTV
CTV CTV CTV CTV
CTV
CTV
CTV
CTV
CTV
PRIVATE DRIVE A
BLOCK 7
LOT 11 LOT 10
OWNER: CITY OF
FORT COLLINS
QUAIL HOLLOW
P.U.D. THIRD FILING
BROWN FARM
SEVENTH FILING
20'
FL-FL
EXISTING CREEK TOB 50'
BUFFER LIMITS
19.5' ADDITIONAL ROW
TO BE DEDICATED
PROPOSED
OUTLET
STRUCTURE
OHE OHE
OHE OHE OHE
60" W
60" W 60" W
60" W 60" W 60" W 60" W 60" W 60" W 60" W 60" W 60" W 60" W
60" W 60" W 60" W 60" W
FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD
18" W FCLWD 18" W
FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLW
D 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W
FCLWD 18" W FCLWD
18" W FCLWD 18" W FCLWD 18" W
20" W 20" W
20" W 20" W
20" W
20" W 20" W
FO FO
FO FO
FO FO
FO
FO FO
FO FO FO
FO FO FO
FO FO
FO F
O FO
FO
FO
FO
FO
CTV CTV
CTV CTV
CTV CTV CTV
CTV CTV
CTV
CTV CTV CTV
CTV CTV CTV
C
TV
CTV CTV CTV
CTV
CTV
CTV
CTV
BLUEGRASS DRIVE
SEE SHEET R3
DRAKE ROAD
OVERLAND TRAIL
OWNER: CITY OF
FORT COLLINS OWNER: CITY OF
FORT COLLINS
STA. = 17+02.74
(OVERLAND TRAIL)
STA. = 10+00.00
(BLUEGRASS DRIVE)
VERTICAL CURB
& GUTTER
PROPOSED STRIPING
SEE SHEET R6
EXISTING EDGE
X X
X
/ / / / / / / /
/ / / / / / / /
X
OHU OHU
FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W
FCLWD 18" W FCLWD 18" W FCLWD 18" W
FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FC
20" W
20" W
20" W
20" W 20" W
20" W
20" W 20" W
20" W
20" W
20" W 20" W
FO FO
FO FO
FO FO
FO FO
F
O
FO FO
FO FO
FO FO
CTV
CTV
CTV
CTV CTV
CTV CTV
CTV
CTV CTV CTV
CTV
CTV CTV
CTV
E
E
X
/
/ / / / / / /
/ / / / / / / /
X
OHU OHU OHU
X
X
X
/ /
/ / / / / / / /
/ / / / / / / /
/ / / / /
/ / /
OVERLAND TRAIL
PRIVATE DRIVE E
OWNER: CITY OF
FORT COLLINS
F
VERTICAL CURB
& GUTTER
8" SS 8" SS
6" W 6" W 6" W
6" W
6" W 6" W
X X
X X X
X X
X X
X X
FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W
FCLWD 18" W F
CLWD 18" W
20" W 20" W
20" W
20" W 20" W
FO FO
FO FO
FO
FO FO
FO
CTV
CTV CTV CTV
CTV CTV
CTV
PRIVATE DRIVE B (S)
PRIVATE DRIVE B (N)
PRIVATE DRIVE C
HILLOCK
STREET
SEE SHEET R4
BLUEGRASS DRIVE
OVERLAND TRAIL
SEE SHEET R1
LOT 1
LOT 21
LOT 20
BROWN FARM
SEVENTH FILING
OWNER: CITY OF
FORT COLLINS
STA. = 17+02.74
(OVERLAND TRAIL)
STA. = 10+00.00
(BLUEGRASS DRIVE)
OVERLAND TRAIL
SEE SHEET R1
PRIVATE
DRIVE A
STA. = 15+65.53
(BLUEGRASS DRIVE)
STA. = 10+00.00
(HILLOCK STREET)
VERTICAL CURB
& GUTTER
VERTICAL CURB
& GUTTER
PROPOSED
STORM DRAIN
36'
FL-FL
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 X
X
X
X
X X
X X
X
E
E
E
E
E
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / /
/ / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
OHU OHU OHU
OHU OHU OHU OHU
X
X
X
X
X
X
/
/ / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
PRIVATE DRIVE C
X X X X
X X X
X
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / /
E
E
E
E
E
/ / / /
/ / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / /
/ / / /
/ / / / / / / /
/ / / / / / / /
OHU OHU OHU
OHU OHU OHU OHU
X
X
X
X
X
X
/
/ / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
OWNER: WEBB
REAL ESTATE
HOLDINGS LLC
5135
5140
5145
5150
5155
5135
5140
5145
5150
5155
19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00
5142.60
5142.68
5143.30
5143.93
5144.55
5145.13
5145.67
FO FO
FO FO
FO FO
FO
FO FO
FO FO FO
FO FO FO
FO FO
FO FO FO
FO
FO
FO
FO
CTV CTV
CTV CTV
CTV CTV CTV
CTV CTV
CTV
C
TV CTV CTV
CTV CTV CTV
CTV
CTV CTV CTV
CTV
CTV
CTV
CTV
BLUEGRASS DRIVE
SEE SHEET R3
DRAKE ROAD
OVERLAND TRAIL
OWNER: CITY OF
FORT COLLINS
OWNER: CITY OF
FORT COLLINS
12' TRAVEL LANE
7
6' BIKE LANE
12' TRAVEL LANE
6' BIKE LANE
12' TURN LANE
16' MEDIAN
14' TRAVEL LANE
10' PARKWAY
6' SIDEWALK
16'
12'
6'
12'
10'
6'
7
1
4
6
3
1
6' SIDEWALK
10' PARKWAY
8' BIKE LANE
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
11+00
5138
5140
5144
5148
5152
5156
5138
5140
5144
5148
5152
5156
-60 -40 -012020 0 20 40 60 80 100
FL=5148.19
-3.88%
-3.88%
-4.0:1
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
11+50
5138
5140
5144
5148
5152
5156
5138
5140
5144
5148
5152
5156
-60 -40 -012020 0 20 40 60 80 100
FL=5148.75
-2.61%
-2.61%
-4.0:1
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
12+00
5138
5140
5144
5148
5152
5156
5138
5140
5144
5148
5152
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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
DR1
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's
R
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
0
1 INCH = 60 FEET
60 60 120 180
LEGEND:
5013
PROPOSED CONTOUR 93
EXISTING CONTOUR
PROPERTY BOUNDARY
EXISTING STORM SEWER
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"Preliminary Drainage Report for Mountains Edge " BY NORTHERN
ENGINEERING, DATED October 9, 2017 FOR ADDITIONAL INFORMATION.
NOTES:
FLOW PATH
DRAINAGE BASIN BUBBLE
A
DESIGN POINT A
BASIN BOUNDARY
PROPOSED STORM SEWER
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
DRAINAGE SUMMARY TABLE
DESIGN
POINT
BASIN
ID
TOTAL
AREA
(acres)
C2 C100 2-yr
Tc
(min)
100-yr
Tc
(min)
Q2
(cfs)
Q100
(cfs)
A1 A1 1.45 0.66 0.83 7.1 5.3 2.42 11.93
A2 A2 0.24 0.62 0.77 5.0 5.0 0.42 1.85
A3 A3 0.21 0.60 0.74 5.0 5.0 0.36 1.55
A4 A4 0.23 0.62 0.77 5.0 5.0 0.41 1.77
A5 A5 1.12 0.90 1.00 6.7 5.6 2.60 10.76
A6 A6 2.19 0.47 0.58 10.1 9.1 2.26 10.27
B1 B1 0.50 0.83 1.00 6.3 5.0 1.10 4.93
B2 B2 0.62 0.58 0.72 6.4 5.5 0.97 4.36
B3 B3 1.08 0.80 1.00 5.0 5.0 2.46 10.73
B4 B4 0.27 0.92 1.00 5.0 5.0 0.71 2.72
B5 B5 0.19 0.78 0.98 5.0 5.0 0.42 1.82
B6 B6 1.50 0.27 0.34 16.8 16.1 0.72 3.20
C1 C1 0.14 0.60 0.76 5.0 5.0 0.23 1.02
C2 C2 0.45 0.37 0.47 5.9 5.2 0.46 2.09
D1 D1 0.30 0.85 1.00 5.0 5.0 0.72 2.94
D2 D2 1.66 0.67 0.84 5.0 5.0 3.18 13.87
D3 D3 0.98 0.71 0.89 5.7 5.0 1.92 8.63
D4 D4 0.66 0.58 0.73 5.1 5.0 1.09 4.76
D5 D5 1.41 0.37 0.46 9.8 9.1 1.17 5.19
UD1 UD1 0.05 0.83 1.00 5.0 5.0 0.12 0.52
UD2 UD2 4.07 0.26 0.33 14.2 13.7 2.04 9.07
HT1 HT1 5.51 0.27 0.34 42.7 39.3 1.54 7.11
OS1 OS1 14.72 0.33 0.41 23.7 23.2 7.06 31.10
Detention Pond Summary | Proposed Condition
Pond 100-yr Volume
(ac-ft)
100-yr WSEL WQCV
(ft3)
WQCV WSEL Max Release
(cfs)
1 1.30 5145.90 3,129 5141.85 0.35
2 0.93 5139.59 3,115 5137.68 0.39
3 0.09 5144.65 268 5142.89 0.10
4 1.03 5142.24 n/a n/a 0.60
5156
-60 -40 -012020 0 20 40 60 80 100
FL=5149.15
-2.33%
-2.33%
-4.0:1
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
12+50
5138
5140
5144
5148
5152
5156
5138
5140
5144
5148
5152
5156
-60 -40 -012020 0 20 40 60 80 100
FL=5149.55
-2.20% -2.20%
-4.0:1
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
13+00
5142
5144
5148
5152
5156
5160
5142
5144
5148
5152
5156
5160
-60 -40 -012020 0 20 40 60 80 100
FL=5149.95
-2.11% -2.11%
-4.0:1
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
13+50
5142
5144
5148
5152
5156
5160
5142
5144
5148
5152
5156
5160
-60 -40 -012020 0 20 40 60 80 100
FL=5150.35
-2.03% -2.03%
-4.0:1
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
14+00
5142
5144
5148
5152
5156
5160
5142
5144
5148
5152
5156
5160
-60 -40 -012020 0 20 40 60 80 100
FL=5150.85
-2.11% -2.11%
-4.0:1
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
14+50
5142
5144
5148
5152
5156
5160
5142
5144
5148
5152
5156
5160
-60 -40 -012020 0 20 40 60 80 100
FL=5151.28
-2.15% -2.15%
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
15+00
5140
5144
5148
5152
5156
5140
5144
5148
5152
5156
-60 -40 -012020 0 20 40 60 80 100
FL=5151.58
-2.25% -2.25%
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
15+50
5140
5144
5148
5152
5156
5140
5144
5148
5152
5156
-60 -40 -012020 0 20 40 60 80 100
FL=5151.89
-2.26% -2.26%
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
16+00
5140
5144
5148
5152
5156
5160
5140
5144
5148
5152
5156
5160
-60 -40 -012020 0 20 40 60 80 100
FL=5152.36
-2.18% -2.18%
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
16+50
5138
5140
5144
5148
5152
5156
5138
5140
5144
5148
5152
5156
-60 -40 -012020 0 20 40 60 80 100
FL=5153.01
-2.28% -2.28%
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
17+00
5142
5144
5148
5152
5156
5160
5142
5144
5148
5152
5156
5160
-60 -40 -012020 0 20 40 60 80 100
-3.18%
-3.18%
-3.18%
-3.00% -3.00%
-2.38%
-2.38%
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
17+50
5142
5144
5148
5152
5156
5160
5142
5144
5148
5152
5156
5160
-60 -40 -012020 0 20 40 60 80 100
-2.43%
-2.43%
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
18+00
5142
5144
5148
5152
5156
5160
5142
5144
5148
5152
5156
5160
-60 -40 -012020 0 20 40 60 80 100
FL=5155.45
-2.46%
-2.46%
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
18+50
5142
5144
5148
5152
5156
5160
5142
5144
5148
5152
5156
5160
-60 -40 -012020 0 20 40 60 80 100
FL=5156.09
-2.38%
-2.38%
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
19+00
5142
5144
5148
5152
5156
5160
5142
5144
5148
5152
5156
5160
-60 -40 -012020 0 20 40 60 80 100
FL=5156.55
-3.06%
-3.06%
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
19+50
5142
5144
5148
5152
5156
5160
5142
5144
5148
5152
5156
5160
-60 -40 -012020 0 20 40 60 80 100
FL=5156.78
-2.62%
-2.62%
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
20+00
5142
5144
5148
5152
5156
5160
5142
5144
5148
5152
5156
5160
-60 -40 -012020 0 20 40 60 80 100
FL=5156.79
-1.80%
-1.80%
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
20+50
5142
5144
5148
5152
5156
5160
5142
5144
5148
5152
5156
5160
-60 -40 -012020 0 20 40 60 80 100
FL=5156.59
-2.16%
-2.16%
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
21+00
5142
5144
5148
5152
5156
5160
5142
5144
5148
5152
5156
5160
-60 -40 -012020 0 20 40 60 80 100
FL=5156.34
-2.51%
-2.51%
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
21+50
5142
5144
5148
5152
5156
5160
5142
5144
5148
5152
5156
5160
-60 -40 -012020 0 20 40 60 80 100
FL=5156.04
-2.42%
-2.42%
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
22+00
5142
5144
5148
5152
5156
5160
5142
5144
5148
5152
5156
5160
-60 -40 -012020 0 20 40 60 80 100
FL=5155.61
-2.52%
-2.52%
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
22+50
5142
5144
5148
5152
5156
5160
5142
5144
5148
5152
5156
5160
-60 -40 -012020 0 20 40 60 80 100
FL=5155.17
-2.43%
-2.43%
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
23+00
5142
5144
5148
5152
5156
5160
5142
5144
5148
5152
5156
5160
-60 -40 -012020 0 20 40 60 80 100
FL=5154.87
-2.00% -2.00% -2.00%
-2.43%
-2.43%
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
23+50
5138
5140
5144
5148
5152
5156
5138
5140
5144
5148
5152
5156
-60 -40 -012020 0 20 40 60 80 100
FL=5154.62
-2.72%
-2.72%
5150.9 5150.5 5150.1 5149.0 5148.2
5153.4 5153.0 5152.6 5152.3 5151.8 5151.3
5157.6 5157.1 5156.5 5155.8 5155.0 5154.1
5156.5 5157.0 5157.4 5157.7 5158.1 5158.0
5155.8 5155.9 5156.2
EXISTING
GROUND (TYP.)
PROPOSED
GROUND (TYP.)
PROPOSED
SIDEWALK (TYP.)
RIGHT OF WAY
EXISTINGROW
EXISTINGROWEXISTINGROWEXISTINGROWEXISTINGROWEXISTINGROW
EXISTINGROW EXISTINGROW EXISTINGROW EXISTINGROW EXISTINGROW EXISTINGROW
EXISTINGROWEXISTINGROWEXISTINGROWEXISTINGROWEXISTINGROW
EXISTINGROW EXISTINGROW EXISTINGROW EXISTINGROW EXISTINGROW EXISTINGROW
EXISTINGROWEXISTINGROWEXISTINGROW
RIGHT-OF-WAY RIGHT-OF-WAY RIGHT-OF-WAY RIGHT-OF-WAY
RIGHT-OF-WAY RIGHT-OF-WAY RIGHT-OF-WAY RIGHT-OF-WAY RIGHT-OF-WAY RIGHT-OF-WAY
RIGHT-OF-WAY RIGHT-OF-WAY RIGHT-OF-WAY
RIGHT-OF-WAY RIGHT-OF-WAY RIGHT-OF-WAY
RIGHT-OF-WAY RIGHT-OF-WAY
RIGHT-OF-WAY RIGHT-OF-WAY RIGHT-OF-WAY RIGHT-OF-WAY
RIGHT-OF-WAY
SECTION
LINE
Horizontal Scale 1" = 50'
Vertical Scale 1" = 10'
10+50
5138
5140
5144
5148
5152
5156
5138
5140
5144
5148
5152
5156
-60 -40 -012020 0 20 40 60 80 100
FL=5147.29
5148.1
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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
XS1
23
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
12' TRAVEL LANE
4' MEDIAN
12' TURN LANE
14' TRAVEL LANE
4'
12'
8'
10'
6'
12'
6'
6' SIDEWALK
10' PARKWAY
10'
6'
12' TRAVEL LANE
12'
14'14'
5' SHOULDER 5' SHO
ULDER
4
L 1
A A
H
DETENTION
POND 3
14' ACCEL/DECEL LANE
14'
B B
L
6
K 3
K
BUILDING
1
/ / / / / / / /
/ / / / / / / /
OHU OHU
FO FO
FO FO
FO FO
FO FO
FO
FO FO
FO FO
FO FO
CTV
CTV
CTV
CTV CTV
CTV CTV
CTV
CTV CTV CTV
CTV
CTV CTV
CTV
E
E
/
/ / / / / / /
/ / / / / / / /
OHU OHU OHU
/ /
/ / / / / / / /
/ / / / / / / /
/ / / / /
/ / /
OVERLAND TRAIL
PRIVATE DRIVE E
OWNER: CITY OF
FORT COLLINS
12' TRAVEL LANE
6' BIKE LANE
10' PARKWAY
6' SIDEWALK
14' TRAVEL LANE
5' SHOULDER
6'
12'
14'
5'
10'
6'
STRIPED MEDIAN (WIDTH VARIES)
7
1
4
4
1
A
H
BUILDING
3
BUILDING
5
BUILDING
7 BUILDING
9
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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
R6
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
R
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
KEYMAP
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
R6
R6
10HATCHING YELLOW ISLAND CROSS
WHITE ISLAND CROSS HATCHING
4" SOLID YELLOW LINE
4" 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 12' 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.)
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' 12 4" BROKEN WHITE 10'
N "LANE ENDS"
PREFORMED PLASTIC PAVEMENT MARKING
4" WHITE EXTENSION LINE 3' 9' 3' 9' 3'
O 18" WIDE WHITE MEDIAN STRIPING
PREFORMED PLASTIC PAVEMENT MARKING
A. ALL SIGNAGE AND MARKING IS SUBJECT TO THE TRAFFIC SIGNING AND PAVEMENT
MARKING CONSTRUCTION NOTES ON SHEET CS1 OF THESE PLANS, AS WELL AS
THE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE.
B. SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT
THE TIME OF REVIEW. PRIOR TO INITIATION OF THE WARRANTY PERIOD. THE CITY
OF FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE
AND/OR STRIPING IF THE CITY OF FORT 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).
C. STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS
ON SAME POLE, PER LCUASS DRAWING 1401.
D. ATTACHED WALKS AND PARKWAYS ARE MEASURED FROM FLOWLINE.
STRIPING LEGEND:
STRIPING NOTES:
8" WHITE EXTENSION LINE 3' 9' 3' 9' 3'
(NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN)
STRAIGHT ARROW (15 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
30' 10' 30' 10'
5146.20
5146.73
5147.27
5147.80
5148.31
5148.76
5149.13
5149.44
5149.68
5149.85
5149.97
5150.10
5150.22
-2.00%
0.50%
2.50%
2.12%
2.00%
PVI STA = 19+33.84
PVI ELEV = 5142.43
PVI STA = 24+24.60
PVI ELEV = 5150.35
PVI STA = 19+39.84
PVI ELEV = 5142.43
PVI STA = 19+15.84
PVI ELEV = 5142.79
50.0' VC
PVI STA = 20+39.84
PVI ELEV = 5144.93
BVCS: 20+14.84
BVCE: 5144.30
EVCS: 20+64.84
EVCE: 5145.46
A.D. = 0.38
K = 133.21
146.2' VC
PVI STA = 22+55.04
PVI ELEV = 5149.50
BVCS: 21+81.93
BVCE: 5147.94
EVCS: 23+28.14
EVCE: 5149.86
A.D. = 1.62
K = 90.00
EXISTING
GROUND
FUTURE
GRADE
EXISTING
GROUND
FUTURE
GRADE
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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
R5
21
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
R
CENTERLINE
HILLOCK STREET
SCALE : 1" = 40' (H) 1" = 5' (V)
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
KEYMAP
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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 SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5. 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.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
R4
R5
MATCH LINE SEE SHEET R4 STA 19+00
HILLOCK STREET
PRIVATE DRIVE D
BLUEGRASS DRIVE
SEE SHEET R3
OWNER: WEBB
REAL ESTATE
HOLDINGS LLC
PRIVATE
DRIVE A
STA. = 15+65.53
(BLUEGRASS DRIVE)
STA. = 10+00.00
(HILLOCK STREET)
BLUEGRASS DRIVE
SEE SHEET R3
DRIVE-OVER
CURB & GUTTER
VERTICAL CURB
& GUTTER VERTICAL CURB
& GUTTER
PROPOSED
STORM DRAIN
36'
FL-FL
58' ROW
LOT 1
6' DRAINAGE & GRADING
EASEMENT (TYP.)
9' UTILITY EASEMENT
10' DRAINAGE &
UTILITY EASEMENT
6' UTILITY
EASEMENT
9'EASEMENT UTILITY EASEMENT 9' UTILITY
100°
12' PAN
DETENTION
POND 1
DETENTION
POND 2
4' CURB-CUT
1' CURB-CUT
PRIVATE DRIVE E
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT4 2 LOT 3 LOT LOT 5
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7
LOT7 10 LOT 9 LOT6 LOT5 LOT
BLOCK 22
LOT3 8 LOT2 LOT1 LOT
BUILDING
11
BUILDING
12
BUILDING
14
BUILDING
16
BUILDING
20
LOT 1
LOT 2
LOT 4
LOT 3
TRACT H
DE
TRACT B
DE
LOT 1
LOT 4
TRACT D
TRACT C
UE, DE
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
5135
5140
5145
5150
5155
5135
5140
5145
5150
5155
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GRADE
PROPOSED
GRADE
5145.22
5144.89
5145.39
5145.89
5146.39
5146.87
5147.23
5147.43
5147.47
5147.36
5147.19
5147.01
5146.84
5146.60
5146.24
5145.86
5145.64
5146.02
5146.40
5146.72
5146.91
5147.09
5147.26
5147.44
5147.57
5147.50
5147.23
5146.76
5146.26
5145.76
5145.26
5144.76
5144.26
5143.76
5143.26
-2.42%
-2.43% 2.43%
2.00%
-2.00%
-0.70%
-1.10%
-1.50%
-2.43% 2.43%
1.50%
1.10%
0.70%
PVI STA = 10+00.00
PVI ELEV = 5145.22
PVI STA = 10+16.27
PVI ELEV = 5144.83
PVI STA = 10+19.27
PVI ELEV = 5144.76
PVI STA = 10+22.27
PVI ELEV = 5144.83
PVI STA = 18+57.72
PVI ELEV = 5143.11
PVI STA = 13+08.56
PVI ELEV = 5146.78
PVI STA = 13+28.56
PVI ELEV = 5146.56
PVI STA = 13+88.56
PVI ELEV = 5145.66
PVI STA = 13+94.56
PVI ELEV = 5145.51
PVI STA = 14+00.56
PVI ELEV = 5145.66
PVI STA = 14+60.56
PVI ELEV = 5146.56
PVI STA = 14+80.56
PVI ELEV = 5146.78
108.0' VC
HP ELEV = 5147.48
HP STA = 11+94.60
PVI STA = 11+68.60
PVI ELEV = 5147.76
BVCS: 11+14.60
BVCE: 5146.68
EVCS: 12+22.60
EVCE: 5147.38
A.D. = 2.70
K = 40.00
81.0' VC
HP ELEV = 5147.57
HP STA = 16+04.49
PVI STA = 16+23.99
PVI ELEV = 5147.78
BVCS: 15+83.49
BVCE: 5147.50
EVCS: 16+64.49
EVCE: 5146.97
A.D. = 2.70
K = 30.00
FUTURE
GRADE
30X19" RCP
STA.=18+53.04
INV.=5137.82
15" RCP
STA.=15+21.54
INV.=5136.91
24" RCP
STA.=18+74.48
INV.=5137.57
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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
R4
20
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
CENTERLINE
HILLOCK STREET
SCALE : 1" = 40' (H) 1" = 5' (V)
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
KEYMAP
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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 SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5. 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.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
R4
R5
MATCH LINE SEE SHEET R5 STA 19+00
57' ROW
PROPOSED
STORM DRAIN
80°
DETENTION
POND 3
SITE
DISTANCE
EASEMENT
SITE
DISTANCE
EASEMENT
BUILDING
1
BUILDING
2
BUILDING
16
BUILDING
17
BUILDING
18 BU
ILDING
19
BUILDING
20
LOT 1
LOT 4
LOT 3
LOT 2
LOT 3
LOT 1
LOT 5
LOT 1
LOT 2
LOT 3
LOT 2
LOT 4
LOT 6
LOT 5
LOT 7
LOT 1
LOT 2
LOT 3
LOT 5
LOT 4
LOT 1
LOT 2
LOT 3
LOT 10
LOT 9
LOT 1
LOT 4
LOT 8
TRACT H
DE
TRACT I
UE, DE, AE
TRACT K
AE
5135
5140
5145
5150
5155
5135
5140
5145
5150
5155
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GRADE
PROPOSED
GRADE
5154.53
5153.92
5153.18
5152.41
5151.66
5150.91
5150.16
5149.41
5148.66
5147.91
5147.16
5146.41
5145.74
5145.21
5144.82
5144.58
5144.49
5144.54
5144.68
5144.83
5144.98
5145.13
5145.28
5145.43
5145.58
5145.71
5145.72
5145.61
5145.38
0.60%
-1.19%
-2.38%
-2.78%
-3.18%
-3.00%
PVI STA = 10+21.81
PVI ELEV = 5154.60
PVI STA = 17+25.00
PVI ELEV = 5145.38
PVI STA = 10+45.37
PVI ELEV = 5154.04
PVI STA = 10+65.37
PVI ELEV = 5153.49
PVI STA = 10+89.82
PVI ELEV = 5152.71
90.0' VC
HP ELEV = 5145.73
HP STA = 16+65.08
PVI STA = 16+79.95
PVI ELEV = 5145.91
BVCS: 16+34.95
BVCE: 5145.64
EVCS: 17+24.95
EVCE: 5145.38
A.D. = 1.79
K = 50.21
156.6' VC
LP ELEV = 5144.49
LP STA = 14+29.22
PVI STA = 13+77.03
PVI ELEV = 5144.09
BCVS: 12+98.74
BVCE: 5146.44
ECVS: 14+55.32
EVCE: 5144.56
A.D. = 3.60
K = 43.49
18" RCP
STA.=11+02.14
INV.=5143.74
18" RCP
STA.=14+88.31
INV.=5139.94
STA.=15+53.91
INV.= 5136.39
15" RCP
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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
R3
19
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
R
CENTERLINE
BLUEGRASS DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
KEYMAP
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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 SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5. 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.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
R3
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
EXISTING STORM
DRAIN TO BE PLUGGED
AND FLOW-FILLED
EXISTING
STORM DRAIN
PROPOSED STRIPING
SEE SHEET R6
EXISTING EDGE
OF ASPHALT
SAWCUT LINE
EXISTING
50' ROW
PROPOSED
57.5' ROW
PROPOSED
STORM DRAIN
BUILDING
3
BUILDING
5
BUILDING
7 BUILDING
9
PROPOSED
STORM DRAIN
5140
5145
5150
5155
5160
5140
5145
5150
5155
5160
19+00 20+00 21+00 22+00 23+00 24+00 24+50
5140
5145
5150
5155
5160
5140
5145
5150
5155
5160
19+00 20+00 21+00 22+00 23+00 24+00 24+50
5156.79
5156.34
5155.61
5154.87
5156.78
5156.81
5156.71
5156.59
5156.46
5156.21
5156.04
5155.83
5155.40
5154.99
5154.74
5154.62
-0.86%
-0.50%
-0.89%
-0.50%
0.50%
PVI STA = 22+32.46
PVI ELEV = 5155.33
PVI STA = 21+37.18
PVI ELEV = 5156.15
PVI STA = 22+65.32
PVI ELEV = 5155.04
PVI STA = 23+56.64
PVI ELEV = 5154.58
PVI STA = 23+72.61
PVI ELEV = 5154.66
180.0' VC
HP ELEV = 5156.81
HP STA = 19+77.43
PVI STA = 19+43.68
PVI ELEV = 5157.12
EVCS: 20+33.68
EVCE: 5156.67
A.D. = 1.60
K = 112.50
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GRADE
PROPOSED
GRADE
EXISTING
GROUND
24" RCP
STA.=23+88.17
INV.=5142.70
24" RCP
STA.=23+86.89
INV.=5144.08
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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
R2
18
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
R
RIGHT FLOWLINE
OVERLAND TRAIL
SCALE : 1" = 40' (H) 1" = 5' (V)
CENTERLINE
OVERLAND TRAIL
SCALE : 1" = 40' (H) 1" = 5' (V)
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
MATCH LINE SEE SHEET R1 STA 19+00 MATCH LINE SEE SHEET STA 19+00
R1
KEYMAP
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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 SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5. 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.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
R1
R2
OF ASPHALT
EXISTING
STORM DRAIN
SAWCUT LINE
PROPOSED
69.5' ROW
EXISTING
50' ROW
PROPOSED
STORM DRAIN
PROPOSED
69.5' ROW
BUILDING
1 BUILDING
3
5140
5145
5150
5155
5160
5140
5145
5150
5155
5160
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
5140
5145
5150
5155
5160
5140
5145
5150
5155
5160
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
5146.23
5146.75
5147.27
5147.79
5148.15
5148.45
5148.75
5148.96
5149.16
5149.36
5149.56
5149.76
5149.96
5150.16
5150.36
5150.61
5150.86
5151.11
5151.28
5151.43
5151.58
5151.73
5151.90
5152.11
5152.37
5152.67
5153.02
5153.41
5153.84
5154.26
5154.69
5155.10
5155.45
5155.80
5156.09
5156.34
1.10%
0.60%
1.00%
2.07%
1.70%
1.40%
1.20%
0.80%
PVI STA = 9+99.14
PVI ELEV = 5146.22
PVI STA = 14+31.33
PVI ELEV = 5151.17
PVI STA = 10+82.16
PVI ELEV = 5147.93
PVI STA = 17+71.26
PVI ELEV = 5155.05
PVI STA = 18+30.66
PVI ELEV = 5155.88
PVI STA = 11+52.45
PVI ELEV = 5148.78
PVI STA = 13+49.94
PVI ELEV = 5150.36
150.0' VC
PVI STA = 16+04.35
PVI ELEV = 5152.21
BCVS: 15+29.35
BVCE: 5151.76
ECVS: 16+79.35
EVCE: 5153.48
A.D. = 1.10
K = 136.36
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GRADE
PROPOSED
GRADE
BVCS: 18+53.68
BVCE: 5156.13
STA.=15+25.05
INV.= 5141.40
APPROX LOCATION 18" RCP
STA.=15+13.77
INV.= 5140.80
24" RCP
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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
R1
17
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
RIGHT FLOWLINE R
OVERLAND TRAIL
SCALE : 1" = 40' (H) 1" = 5' (V)
CENTERLINE
OVERLAND TRAIL
SCALE : 1" = 40' (H) 1" = 5' (V)
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
MATCH LINE SEE SHEET R2 STA 19+00
MATCH LINE SEE SHEET R2 STA 19+00
KEYMAP
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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 SIDEWALKS AT MAXIMUM SPACING
OF 50 FEET.
5. 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.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
R1
R2
DETENTION
POND 4
69.5' HALF ROW
57.5' HALF ROW
15' UTILITY
EASEMENT
7.5' ADDITIONAL ROW
TO BE DEDICATED
9' UTILITY
EASEMENT
6' UTILITY
EASEMENT
6' UTILITY
EASEMENT
PROPOSED RAIN
GARDEN 2
EXISTING 50.0' ROW
15' UTILITY
EASEMENT
EXISTING
TOP OF BANK
NATURAL HABITAT
BUFFER
DRAKE ROAD
OVERLAND TRAIL
DIXON CREEK
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
CURB CUT
6' CROSS-PAN
LOT 4
LOT 3
TRACT K
AE
PROPOSED
FES
PROPOSED
STORM DRAIN
PROPOSED
DRAINAGE &
UTILITY EASEMENT
KEYMAP
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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
G3
16
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
G1
G2
G3
LEGEND:
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
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 PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD88.
SEE COVER SHEET FOR BENCHMARK REFERENCE.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YR STORM.
5. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN
THE NATURAL HABITAT BUFFER ZONE.
6. THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE
LANDSCAPE.
NOTES:
PROPOSED STORM INLET
PEDESTRIAN ACCESS RAMPS
EXISTING SPOT ELEVATION
PROPOSED FIRE HYDRANT
PROPOSED LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
PROPOSED SLOPES
Detention Pond Summary | Proposed Condition
Pond 100-yr Volume
(ac-ft)
100-yr WSEL WQCV
(ft3)
WQCV
WSEL
Max
Release
(cfs)
1 1.30 5145.90 3,129 5141.85 0.35
2 0.93 5139.59 3,115 5137.68 0.39
3 0.09 5144.65 268 5142.89 0.10
4 1.03 5142.24 n/a n/a 0.60
MATCHLINE-SEE SHEET G2 U2
57' ROW
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
OUTLET
STRUCTURE
PROPOSED
OUTLET
STRUCTURE
6' DRAINAGE &
GRADING
EASEMENT
(TYP.)
6' UTILITY
EASEMENT
9' UTILITY EASEMENT
DETENTION
POND 1
69.5' HALF ROW
15' UTILITY
EASEMENT
19.5' ADDITIONAL ROW
TO BE DEDICATED
9' UTILITY EASEMENT
PROPOSED
DRAINAGE &
UTILITY EASEMENT
6' DRAINAGE &
GRADING
EASEMENT
(TYP.)
9' UTILITY
EASEMENT
6' UTILITY
EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
NATURAL HABITAT
BUFFER
ACCESS
EASEMENT
ACCESS
EASEMENT
PRIVATE DRIVE B (S)
PRIVATE DRIVE B (N)
PRIVATE DRIVE C
HILLOCK STREET
OVERLAND TRAIL
BLUEGRASS DRIVE
DIXON CREEK
8' UTILITY
EASEMENT
8' UTILITY
EASEMENT
8' UTILITY
EASEMENT
8' UTILITY
EASEMENT
PROPOSED
STORM DRAIN
PROPOSED
CULVERT
EXTENSION
LANDSCAPE RETAINING
WALL 2.5' MAX HEIGHT
PROPOSED
FES
PROPOSED
FES
PROPOSED
INLET
PROPOSED 4'
CURB CUT
58' ROW
PROPOSED
INLET
PROPOSED 4'
SIDEWALK CHASE
PROPOSED 4'
CURB CUT
PROPOSED 4'
SIDEWALK CHASE
PROPOSED
OUTLET
STRUCTURE
PROPOSED
FES
PROPOSED 2'
SIDEWALK
CHASE (TYP.)
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
CURB CUT
EXISTING 18"
CMP STORM
20'
FL-FL
20'
FL-FL
20' EMERGENCY
ACCESS EASEMENT
20' EMERGENCY
ACCESS EASEMENT
20' EMERGENCY
ACCESS EASEMENT
BUILDING
1
BUILDING
2
BUILDING
16
BUILDING
17
BUILDING
18 BUILDING
19
BUILDING
20
LOT 3
LOT 2
LOT 3
LOT 4
LOT 1
LOT 2
LOT 3
LOT 6
LOT 5
LOT 7
LOT 4
LOT 4
LOT 4
LOT 4
LOT 8
LOT 5
LOT 6
LOT 7
LOT 10
LOT 9
LOT 2
LOT 3
LOT 1
LOT 7
LOT 1
LOT 4
LOT 3
LOT 2
LOT 3
LOT 1
LOT 7
LOT 6
LOT 5
LOT 1
LOT 2
LOT 5
LOT 4
LOT 1
LOT 1
LOT 2
LOT 3
LOT 6
LOT 5
LOT 7
LOT 1
LOT 2
LOT 5
LOT 4
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
TRACT K
AE
TRACT C
UE, DE
TRACT I
UE, DE, AE
TRACT H
DE
BLOCK 21
BLOCK 22
PROPOSED
STORM DRAIN
KEYMAP
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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
G2
15
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
G1
G2
G3
MATCHLINE-SEE SHEET G3
LEGEND:
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
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 PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD88.
SEE COVER SHEET FOR BENCHMARK REFERENCE.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YR STORM.
5. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN
THE NATURAL HABITAT BUFFER ZONE.
6. THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE
LANDSCAPE.
NOTES:
PROPOSED STORM INLET
PEDESTRIAN ACCESS RAMPS
EXISTING SPOT ELEVATION
PROPOSED FIRE HYDRANT
PROPOSED LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
PROPOSED SLOPES
Detention Pond Summary | Proposed Condition
Pond 100-yr Volume
(ac-ft)
100-yr WSEL WQCV
(ft3)
WQCV
WSEL
Max
Release
(cfs)
1 1.30 5145.90 3,129 5141.85 0.35
2 0.93 5139.59 3,115 5137.68 0.39
3 0.09 5144.65 268 5142.89 0.10
4 1.03 5142.24 n/a n/a 0.60
MATCHLINE-SEE SHEET G1
OHU OH
U OHU OHU OHU OHU OHU OHU OHU
OHU OHU OHU OHU OHU OHU OHU
X
X
X
X
X
X
X X
X
X
X
X
X X
X
X
X
X
X
X
X
LOT 17 LOT 16
LOT 15 LOT 14
LOT 13 LOT 12 LOT 11
OWNER: CITY OF
FORT COLLINS
BLOCK 2
BROWN FARM
SEVENTH FILING
PROPOSED
HEADWALL
2' DRAINAGE PAN
LANDSCAPE RETAINING
WALL 2.5' MAX HEIGHT
36'
FL-FL
PROPOSED
STORM DRAIN
PROPOSED
RAIN GARDEN 1
PROPOSED
STORM DRAIN
EXISTING 24" STORM DRAIN
TO BE PLUGGED AND
FLOW-FILLED
EXISTING STORM
DRAIN TO BE PLUGGED
AND FLOW-FILLED
DETENTION
POND 1
DETENTION
POND 2
57.5' HALF ROW
9' UTILITY EASEMENT
6' UTILITY EASEMENT
58'
ROW
7.5' ADDITIONAL
ROW TO BE
DEDICATED
15' UTILITY
EASEMENT
9' UTILITY EASEMENT
PROPOSED
OUTLET
STRUCTURE
6' DRAINAGE &
GRADING
EASEMENT
(TYP.)
6' UTILITY EASEMENT
PRIVATE DRIVE B (N)
HILLOCK STREET
PRIVATE DRIVE D
OVERLAND TRAIL
PRIVATE DRIVE E
8' UTILITY
EASEMENT
8' UTILITY EASEMENT
8' UTILITY
EASEMENT
8' UTILITY
EASEMENT
8' UTILITY
EASEMENT
8' UTILITY
EASEMENT
PROPOSED
STORM DRAIN
7' DRAINAGE
EASEMENT
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
LANDSCAPE RETAINING
WALL 2.5' MAX HEIGHT
LANDSCAPE RETAINING
WALL 2.5' MAX HEIGHT
2' DRAINAGE PAN
2' DRAINAGE PAN
2' DRAINAGE PAN
PROPOSED 4'
SIDEWALK CHASE
PROPOSED 4'
CURB CUT
PROPOSED 1'
SIDEWALK CHASE
PROPOSED 1'
CURB CUT
PROPOSED 2'
CURB CUT
2' DRAINAGE PAN
12' CROSS-PAN
8' CROSS-PAN
2' DRAINAGE PAN
PROPOSED FES
PROPOSED
STORM DRAIN
PROPOSED
INLET
PROPOSED 2'
SIDEWALK
CHASE (TYP.)
PROPOSED 2'
SIDEWALK
CHASE (TYP.)
20'
FL-FL
20'
FL-FL
28'
FL-FL
20'
FL-FL
20' EMERGENCY
ACCESS EASEMENT
20' EMERGENCY
ACCESS EASEMENT
20' EMERGENCY
ACCESS EASEMENT
BUILDING
3
BUILDING
4
BUILDING
5
BUILDING
6
BUILDING
7
BUILDING
8
BUILDING
9 BUILDING
10
BUILDING
11
BUILDING
12
BUILDING
13
BUILDING
14
BUILDING
15
LOT2 5 LOT 4 LOT1 LOT LOT5 7 LOT3 6 LOT LOT2 LOT1 LOT
LOT2 5 LOT 4 LOT1 LOT
LOT 1
LOT 2
LOT 5
LOT 4
LOT 1
LOT 2
LOT 5
LOT 4
LOT 1
LOT 2
LOT 3
LOT 1
LOT3 4 LOT
LOT 3
LOT 3
LOT 4
LOT 3
LOT 3
LOT 3
LOT 1
LOT 3
LOT 4
LOT 3
LOT 1
LOT 2
LOT 3
LOT 1
LOT 1
LOT 5
LOT 4
LOT 2
LOT 4
LOT 3
LOT 2
LOT 5
LOT 4
LOT 1
LOT 2
LOT 7
LOT 4
LOT 1
LOT 2
LOT 5
LOT 4
LOT 1
LOT 2
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 4
LOT 2
LOT 3
LOT 5
TRACT A
UE, DE
TRACT C
UE, DE
TRACT B
DE
TRACT E
TRACT D
BLOCK 22
PROPOSED
HEADWALL
PROPOSED
STORM DRAIN
KEYMAP
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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
G1
14
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
G1
G2
G3
MATCHLINE-SEE SHEET G2
LEGEND:
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
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 PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD88.
SEE COVER SHEET FOR BENCHMARK REFERENCE.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YR STORM.
5. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN
THE NATURAL HABITAT BUFFER ZONE.
6. THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE
LANDSCAPE.
NOTES:
PROPOSED STORM INLET
PEDESTRIAN ACCESS RAMPS
EXISTING SPOT ELEVATION
PROPOSED FIRE HYDRANT
PROPOSED LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
PROPOSED SLOPES
Detention Pond Summary | Proposed Condition
Pond 100-yr Volume
(ac-ft)
100-yr WSEL WQCV
(ft3)
WQCV
WSEL
Max
Release
(cfs)
1 1.30 5145.90 3,129 5141.85 0.35
2 0.93 5139.59 3,115 5137.68 0.39
3 0.09 5144.65 268 5142.89 0.10
4 1.03 5142.24 n/a n/a 0.60
20" W
20" W
20" W
FO
FO
FO FO
FO
FO
FO
FO
FO
FO FO
FO
FO
FO
FO
FO FO
FO FO
FO
FO FO
FO
FO
CTV
CTV
CTV
CTV CTV
CTV
CTV
CTV
C
TV
CTV CTV
CTV CTV
CTV
CTV
CTV CTV
CTV
CTV CTV
CTV CTV
CTV
CTV
E
E E
E
E
E
E
E
X
CTV
CTV
CTV
CTV
E
E
G
G
X
X
OHU OHU OHU
OHU OH
U OHU OHU
OHU OHU OHU OHU OHU
OHU OHU
X
X
X
X
X
X
X
X
X
X
X
X
X
X
BLOCK 7 LOT 11
LOT 10
LOT 1
LOT21 20 LOT
BLOCK 2
LOT16 15 LOT17 LOT18 LOT19 LOT
LOT14 13 LOT
LOT12 11 LOT
OWNER: WEBB
REAL ESTATE
HOLDINGS LLC
OWNER: CITY OF
FORT COLLINS
OWNER: CITY OF
FORT COLLINS
BLOCK 2
BROWN FARM
SEVENTH FILING BROWN FARM
SEVENTH FILING
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
EXISTING STORM
DRAIN TO BE PLUGGED
AND FLOW-FILLED
DETENTION
POND 1
DETENTION
POND 2
DETENTION
POND 3
DETENTION
POND 4
PROPOSED
STORM DRAIN
PRIVATE DRIVE C
PRIVATE DRIVE A
PRIVATE DRIVE B (N)
HILLOCK STREET
PRIVATE DRIVE D
OVERLAND TRAIL
BLUEGRASS DRIVE
PRIVATE DRIVE E
DRAKE ROAD
DIXON CREEK
DIXON CREEK
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PRIVATE DRIVE B (S)
EXISTING STORM
DRAIN TO BE PLUGGED
AND FLOW-FILLED
BUILDING
1
BUILDING
2
BUILDING
3
BUILDING
4
BUILDING
5
BUILDING
6
BUILDING
7
BUILDING
8
BUILDING
9
BUILDING
10
BUILDING
11
BUILDING
12
BUILDING
13
BUILDING
14
BUILDING
15
BUILDING
16
BUILDING
17
BUILDING
18
BUILDING
19
BUILDING
20
KEYMAP
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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
OG1
13
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
( IN FEET )
0
1 INCH = 60 FEET
60 60 120 180
G1
G2
G3
LEGEND:
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
PROPOSED STORM INLET
PEDESTRIAN ACCESS RAMPS
EXISTING SPOT ELEVATION
PROPOSED FIRE HYDRANT
PROPOSED LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
PROPOSED SLOPES
FOR REFERENCE ONLY.
SEE 30 SCALE DRAWINGS FOR
DETAILED INFORMATION.
SEVENTH FILING
PROPOSED
OUTLET
STRUCTURE
DETENTION
POND 4
69.5' HALF ROW
57.5' HALF ROW
15' UTILITY
EASEMENT
7.5' ADDITIONAL ROW
TO BE DEDICATED
9' UTILITY
EASEMENT
6' UTILITY
EASEMENT
6' UTILITY
EASEMENT
PROPOSED RAIN
GARDEN 2
EXISTING 50.3' ROW
15' UTILITY
EASEMENT
TOP OF BANK
NATURAL HABITAT
BUFFER
DRAKE ROAD
OVERLAND TRAIL
DIXON CREEK
LOT 4
BLOCK 21
TRACT K
AE
LOT 3
PROPOSED
DRAINAGE &
UTILITY EASEMENT
KEYMAP
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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
U3
12
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
U1
U2
U3
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
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 AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS
UTILITIES SPECIFICATIONS LATEST EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4. 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.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS AND SERVICES.
6. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
7. 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.
8. MINIMUM COVER OF 4.5' SHALL BE MAINTAINED THROUGHOUT THE WATERLINE AND
SERVICE LINE INSTALLATION. MAXIMUM ALLOWED COVER SHALL BE 6' UNLESS
SPECIFICALLY APPROVED BY THE CITY.
9. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN
THE NATURAL HABITAT BUFFER ZONE.
10. THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE
LANDSCAPE.
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
EXISTING ELECTRIC METER
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
EXISTING TELEPHONE PEDESTAL
EXISTING TREES
EXISTING SANITARY SEWER
PROPOSED STORM INLET
EXISTING LIGHT POLE
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
S
PROPOSED SEWER SERVICE
PROPOSED RESIDENTIAL WATER SERVICE
EXISTING GAS METER
MATCHLINE-SEE SHEET U2
FO FO FO FO
FO FO FO
F
O
CTV CTV
CTV CTV CTV
CTV CTV CTV
CTV CTV CTV
CTV
CTV CTV CTV CTV
CT
V CTV CTV CTV
PRIVATE DRIVE A
36'
FL-FL
EXISTING CREEK TOB 50'
BUFFER LIMITS
36'
FL-FL
57' ROW
PROPOSED
STORM DRAIN
APPROX. LOCATION
EXISTING 6" WATER
(FORT COLLINS WATER)
CONNECT TO EXISTING
SANITARY MANHOLE
(CITY OF FORT COLLINS)
BROWN FARM
SEVENTH FILING
BLOCK 7
LOT 10 LOT 1
LOT 21
LOT 20 BLOCK 2
LOT 19 LOT 18 LOT 17
BROWN FARM
SEVENTH FILING
OWNER: CITY OF
FORT COLLINS
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
APPROX. LOCATION
EXISTING 20" DIP WATER
(FORT COLLINS WATER)
CONNECT TO EXISTING
20" WATER
(FORT COLLINS WATER)
REMOVE CAP AND CONNECT
TO EXISTING 6" WATER
PROPOSED
FIRE HYDRANT
PROPOSED
OUTLET
STRUCTURE
PROPOSED
FIRE HYDRANT
PROPOSED
OUTLET
STRUCTURE
DETENTION
POND 3
6' DRAINAGE &
GRADING
EASEMENT
(TYP.)
6' UTILITY
EASEMENT
9' UTILITY EASEMENT
DETENTION
POND 1
69.5' HALF ROW
15' UTILITY
EASEMENT
19.5' ADDITIONAL ROW
TO BE DEDICATED
9' UTILITY EASEMENT
PROPOSED
DRAINAGE &
UTILITY EASEMENT
6' DRAINAGE &
GRADING
EASEMENT
(TYP.)
9' UTILITY
EASEMENT
6' UTILITY
EASEMENT
6'
9' UTILITY EASEMENT
9' UTILITY EASEMENT
NATURAL HABITAT
BUFFER
PROPOSED FIRE
HYDRANT
ACCESS
EASEMENT
ACCESS
EASEMENT
PRIVATE DRIVE B (S)
PRIVATE DRIVE B (N)
PRIVATE DRIVE C
HILLOCK STREET
OVERLAND TRAIL
BLUEGRASS DRIVE
DIXON CREEK
8' UTILITY
EASEMENT
8' UTILITY
EASEMENT
8' UTILITY
EASEMENT
8' UTILITY
EASEMENT
PROPOSED
STORM DRAIN
PROPOSED
CULVERT
EXTENSION
EXISTING 18"
CMP STORM
8' UTILITY
EASEMENT
20' EMERGENCY
ACCESS EASEMENT
20' EMERGENCY
ACCESS EASEMENT
20' EMERGENCY
ACCESS EASEMENT
20' EMERGENCY
ACCESS EASEMENT
BUILDING
1
BUILDING
2
BUILDING
16
BUILDING
17
BUILDING
18 BUILDING
19
BUILDING
20
LOT 4
LOT 4
LOT 4
LOT 4
LOT 8
LOT 5
LOT 6
BLOCK 22
LOT 10
LOT 9
LOT 2
BLOCK 21
LOT 1
LOT 3
LOT 2
LOT 3
LOT 4
LOT 1
LOT 2
LOT 3
LOT 6
LOT 5
LOT 7
LOT 1
LOT 1
LOT 2
LOT 3
LOT 6
LOT 5
LOT 7
LOT 1
LOT 2
LOT 4
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 1
LOT 4
LOT 3
LOT 2
LOT 3
LOT 1
LOT 6
LOT 5
LOT 1
LOT 2
LOT 5
LOT 4
TRACT C
UE, DE
TRACT I
UE, DE, AE TRACT H
DE
TRACT K
AE
LOT 7
LOT 3
KEYMAP
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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
U2
11
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
U1
U2
U3
MATCHLINE-SEE SHEET U3
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
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 AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS
UTILITIES SPECIFICATIONS LATEST EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4. 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.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS AND SERVICES.
6. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
7. 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.
8. MINIMUM COVER OF 4.5' SHALL BE MAINTAINED THROUGHOUT THE WATERLINE AND
SERVICE LINE INSTALLATION. MAXIMUM ALLOWED COVER SHALL BE 6' UNLESS
SPECIFICALLY APPROVED BY THE CITY.
9. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN
THE NATURAL HABITAT BUFFER ZONE.
10. THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE
LANDSCAPE.
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
EXISTING ELECTRIC METER
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
EXISTING TELEPHONE PEDESTAL
EXISTING TREES
EXISTING SANITARY SEWER
PROPOSED STORM INLET
EXISTING LIGHT POLE
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
S
PROPOSED SEWER SERVICE
PROPOSED RESIDENTIAL WATER SERVICE
EXISTING GAS METER
MATCHLINE-SEE SHEET U1
X X X
X X
X X
X X
X X
X X
X X
X X X
X X X
X X
X
OHU
OHU OHU
" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W
FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18
" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W
20" W
20" W
20" W
20" W 20" W
20" W 20" W 20" W
20" W
2
0" W 20" W
20" W 20" W
20" W 20" W
FO
FO
FO FO
FO FO FO
FO FO FO
FO
FO FO FO
FO FO
FO FO
FO
CTV
CTV
CTV CTV
CTV CTV CTV
CTV CTV CTV
CTV
CTV CTV CTV
CTV CTV
CT
V CTV CTV
OHU
X
X
OHU OHU OHU OHU OHU OHU
OHU OHU OHU OHU OHU OHU OHU OHU OHU
OHU OH
U OHU OHU OHU OHU OHU
X
X
X
X
X
X
X X
X
X
X
X
X X X
X
X
X
X
X
X
36'
FL-FL
PROPOSED
STORM DRAIN
PROPOSED
RAIN GARDEN 1
PROPOSED
STORM DRAIN
LOT 17 LOT 16
LOT 15 LOT 14
LOT 13 LOT 12 LOT 11
OWNER: CITY OF
FORT COLLINS
BLOCK 2
BROWN FARM
SEVENTH FILING
PROPOSED FIRE
HYDRANT
PROPOSED FIRE
HYDRANT
EXISTING 24" STORM DRAIN
TO BE PLUGGED AND
FLOW-FILLED
EXISTING STORM
DRAIN TO BE PLUGGED
AND FLOW-FILLED
PROPOSED FIRE
HYDRANT
DETENTION
POND 1
DETENTION
POND 2
57.5' HALF ROW
9' UTILITY EASEMENT
6' UTILITY EASEMENT
58'
ROW
7.5' ADDITIONAL
ROW TO BE
DEDICATED
15' UTILITY
EASEMENT
9' UTILITY EASEMENT
PROPOSED
OUTLET
STRUCTURE
6' DRAINAGE &
GRADING
EASEMENT
(TYP.)
6' UTILITY EASEMENT
PRIVATE DRIVE B (N)
HILLOCK STREET
PRIVATE DRIVE D
OVERLAND TRAIL
PRIVATE DRIVE E
8' UTILITY
EASEMENT
8' UTILITY
EASEMENT
8' UTILITY
EASEMENT
8' UTILITY
EASEMENT
8' UTILITY
EASEMENT
8' UTILITY
EASEMENT
PROPOSED
STORM DRAIN
7' DRAINAGE
EASEMENT
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
CONNECT TO EXISTING
20" WATER
(FORT COLLINS WATER)
20' EMERGENCY
ACCESS EASEMENT
20' EMERGENCY
ACCESS EASEMENT
20' EMERGENCY
ACCESS EASEMENT
BUILDING
3
BUILDING
4
BUILDING
5
BUILDING
6
BUILDING
7
BUILDING
8
BUILDING
9 BUILDING
10
BUILDING
11
BUILDING
12
BUILDING
13
BUILDING
14
BUILDING
15
LOT3 4 LOT
LOT 3
LOT 3
LOT 4
LOT 3
LOT 3
LOT 3
LOT 1
LOT 3
LOT 4
LOT 3
LOT 1
BLOCK 22
LOT 3
LOT2 5 LOT 4 LOT1 LOT LOT5 7 LOT3 6 LOT LOT2 LOT1 LOT
LOT2 5 LOT 4 LOT1 LOT
LOT 1
LOT 2
LOT 5
LOT 4
LOT 1
LOT 2
LOT 5
LOT 4
LOT 1
LOT 2
LOT 3
LOT 1
LOT 1
LOT 5
LOT 4
LOT 2
LOT 4
LOT 3
LOT 2
LOT 5
LOT 4
LOT 1
LOT 2
LOT 7
LOT 4
LOT 1
LOT 2
LOT 5
LOT 4
LOT 1
LOT 2
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
TRACT A
UE, DE
TRACT C
UE, DE
TRACT B
DE
TRACT E
TRACT D
LOT 1
LOT 4
LOT 2
LOT 3
LOT 5
LOT 2
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
KEYMAP
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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
U1
10
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
U1
U2
U3
MATCHLINE-SEE SHEET U2
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
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 AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS
UTILITIES SPECIFICATIONS LATEST EDITION.
3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4. 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.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS AND SERVICES.
6. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
7. 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.
8. MINIMUM COVER OF 4.5' SHALL BE MAINTAINED THROUGHOUT THE WATERLINE AND
SERVICE LINE INSTALLATION. MAXIMUM ALLOWED COVER SHALL BE 6' UNLESS
SPECIFICALLY APPROVED BY THE CITY.
9. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN
THE NATURAL HABITAT BUFFER ZONE.
10. THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE
LANDSCAPE.
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
EXISTING ELECTRIC METER
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
EXISTING TELEPHONE PEDESTAL
EXISTING TREES
EXISTING SANITARY SEWER
PROPOSED STORM INLET
EXISTING LIGHT POLE
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
S
PROPOSED SEWER SERVICE
PROPOSED RESIDENTIAL WATER SERVICE
EXISTING GAS METER
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
OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE
OHU
60" W
60" W 60" W 60" W 60" W 60" W 60" W 60" W
60" W 60"
W
FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W
FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18"
W
FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W
FCLWD 18" W
FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W F
CLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 1
8" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FC
LWD 18" W
W
20" W
20" W
20" W
20" W
20" W
20" W
20" W
20" W
20" W
20" W
20" W
FO
FO
FO FO
FO
FO
FO
FO
FO
FO FO
FO
FO
FO
FO
FO FO
FO FO
FO
FO FO
FO
FO
CTV
CTV
CTV
CTV CTV
CTV
CTV
CTV
C
TV
CTV CTV
CTV CTV
CTV
CTV
CTV CTV
CTV
CTV CTV
CTV CTV
CTV
CTV
E
E E
E
E
E
E
E
X
CTV
CTV
CTV
CTV
E
E
G
G
X
X
OHU OHU OHU
OHU OH
U OHU OHU
OHU OHU OHU OHU OHU
OHU OHU
X
X
X
X
X
X
X
X
X
X
X
X
X
X
PRIVATE DRIVE A
PRIVATE DRIVE B (S)
PRIVATE DRIVE C
PRIVATE DRIVE B (N)
HILLOCK STREET
PRIVATE DRIVE D
OVERLAND TRAIL
BLUEGRASS DRIVE
PRIVATE DRIVE E
DRAKE ROAD
BROWN FARM
SEVENTH FILING
BLOCK 7
LOT11 10 LOT
LOT 21 LOT 1
LOT 20
BLOCK 2
LOT16 15 LOT17 LOT18 LOT19 LOT
LOT14 13 LOT
LOT12 11 LOT
OWNER: WEBB
REAL ESTATE
HOLDINGS LLC
OWNER: CITY OF
FORT COLLINS
OWNER: CITY OF
FORT COLLINS
BLOCK 2
BROWN FARM
SEVENTH FILING BROWN FARM
SEVENTH FILING
OWNER: CITY OF
FORT COLLINS
BROWN FARM
SEVENTH FILING
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
APPROX. LOCATION
EXISTING 6" WATER
EXISTING SANITARY (FORT COLLINS WATER)
MANHOLE
(CITY OF FORT COLLINS)
TEMPORARY
FIRE HYDRANT
FIRE HYDRANT
FIRE HYDRANT
EXISTING STORM
DRAIN TO BE PLUGGED
AND FLOW-FILLED
FIRE HYDRANT
FIRE HYDRANT
FIRE HYDRANT
FIRE HYDRANT
DETENTION
POND 1
DETENTION
POND 3
DETENTION
DETENTION POND 4
POND 2
DIXON CREEK
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
BUILDING
1
BUILDING
2
BUILDING
3
BUILDING
4
BUILDING
5
BUILDING
6
BUILDING
7
BUILDING
8
BUILDING
9
BUILDING
10
BUILDING
11
BUILDING
12
BUILDING
13
BUILDING
14
BUILDING
15
BUILDING
16
BUILDING
17
BUILDING
18
BUILDING
19
BUILDING
20
EXISTING STORM
DRAIN TO BE PLUGGED
AND FLOW-FILLED
KEYMAP
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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
OU1
9
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
Water Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
( IN FEET )
0
1 INCH = 60 FEET
60 60 120 180
U1
U2
U3
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
EXISTING ELECTRIC METER
EXISTING WATER METER
EXISTING IRRIGATION BOX
EXISTING POWER POLE
EXISTING TELEPHONE PEDESTAL
EXISTING TREES
EXISTING SANITARY SEWER
PROPOSED STORM INLET
EXISTING LIGHT POLE
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
S
PROPOSED SEWER SERVICE
PROPOSED RESIDENTIAL WATER SERVICE
EXISTING GAS METER
FOR REFERENCE ONLY.
SEE 30 SCALE DRAWINGS FOR
DETAILED INFORMATION.
QUAIL HOLLOW
P.U.D. THIRD FILING
5
1
6
5
P6
D1
6 P6
5
6
5
1 1
1
1
1
1
1
1
1
1
1
3
3
3
4.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
4' SIDEWALK
4' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
4' SIDEWALK
4' SIDEWALK
4' SIDEWALK
4' SIDEWALK
4' SIDEWALK
4' SIDEWALK
6' SIDEWALK
6' SIDEWALK
5' EX. SIDEWALK
6' SIDEWALK
2
2
2
2
1
15' UTILITY
EASEMENT
DRAINAGE & UTILITY
EASEMENT
DETENTION POND 3
19.5' ADDITIONAL ROW
TO BE DEDICATED
6' UTILITY
EASEMENT
DETENTION POND 4
TOP OF BANK
50' CREEK OFFSET
NATURAL HABITAT
BUFFER
6' DRAINAGE &
GRADING
EASEMENT
(TYP.)
DIXON CREEK
19.5' ADDITIONAL ROW
TO BE DEDICATED
3
3
D1
D1
5' TRAIL
5' TRAIL
5' EX. SIDEWALK
SIGHT
DISTANCE
EASEMENT
30'X10' BUS
STOP PAD
PRIVATE DRIVE A
1
3
3
80°
20'
FL-FL
36'
FL-FL
36'
FL-FL
58' ROW
57' ROW
69.5' ROW
69.5' HALF ROW
57.5' HALF ROW
34'
PL-PL
NCY
EMENT
20' EMERGENCY
ACCESS EASEMENT
15' UTILITY
EASEMENT
7.5' ADDITIONAL ROW
TO BE DEDICATED
9' UTILITY
EASEMENT
9' UTILITY
EASEMENT
9' UTILITY
EASEMENT
24'
FL-FL
24'
FL-FL
FL-FL
20' EMERGENCY
ACCESS ESMT
8' UTILITY
EASEMENT
D1
BUILDING
18
BUILDING
19
BUILDING
20
LOT 1
LOT 8
TRACT H
DE
TRACT K
AE
TRACT I
UE, DE, AE
LOT 1
LOT 4
LOT 3
LOT 2
LOT 3
LOT 1
LOT 7
LOT 6
LOT 5
LOT 1 LOT 2 LOT5 4 LOT
LOT 2
LOT 3
LOT 4
LOT10 9 LOT
LOT 2
LOT 4
LOT3 1 LOT
BLOCK 21
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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
HC2
7
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
R
MATCHLINE-SEE SHEET HC1
KEYMAP
HC1
HC2
LEGEND:
1. CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF
WALK.
2. ATTACHED WALK WIDTHS ARE FROM FLOWLINE OF CURB & GUTTER.
3. ALL PARKING STRIPE SHALL BE 4" WHITE OR PER MUTCD.
4. SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND
PAVEMENT SECTIONS.
5. SEE GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION AND PAVEMENT
RECOMMENDATIONS.
6. REFER TO SITE AND LANDSCAPE PLANS FOR PAVERS, DECORATIVE PAVING,
SCORING, ETC.
7. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES
WITHIN THE NATURAL HABITAT BUFFER ZONE.
8. THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE
LANDSCAPE.
NOTES:
STANDARD ACCESS RAMP S
CURB AND GUTTER
DIRECTIONAL ACCESS RAMP D
X' PAN PX
CORNER APPROACH ACCESS RAMP C
VERTICAL CURB AND GUTTER
12" RIBBON CURB
18" INFALL CURB AND GUTTER
18" OUTFALL VERTICAL CURB AND GUTTER
1
2
3
4
INFALL DRIVE-OVER CURB AND GUTTER 5
DRIVEWAY (TYPE I) D1
DRIVEWAY(TYPE III) D3
OUTFALL DRIVE-OVER CURB AND GUTTER 6
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
F
O FO FO
FO
FO
CTV
CTV CTV
CTV CTV CTV
CTV CTV CTV
CTV
CTV CTV CTV
CTV CTV
CTV CTV CTV
CTV CTV CT
V
CTV CTV CTV
CTV CTV
X
X
OHU OHU OHU OHU OHU OHU
OHU OHU OHU OHU OHU OHU OHU OHU OHU
OH
U OHU OHU OHU OHU
X
X
X
X
X
X
X X
X
X
X
X
X X X
X
X
X
X
/ / / / / / / /
/ / / / / /
/ /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / /
/ / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
PRIVATE DRIVE C
HILLOCK STREET
PRIVATE DRIVE B (N)
HILLOCK STREET
PRIVATE DRIVE D
OVERLAND TRAIL
PRIVATE DRIVE E
5
5 5
6
5
6
5 6
5
6
6
5
5
6
6
5
4' SIDEWALK
4' SIDEWALK
4' SIDEWALK
4' WALK
4' SIDEWALK
4' WALK
4' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
4' SIDEWALK
4' SIDEWALK
4' SIDEWALK
4' SIDEWALK
4' SIDEWALK
4' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
6' SIDEWALK
4' WALK
4.5' SIDEWALK
BLUEGRASS DRIVE
1 1
1 1 1
P12
D3 D3
P8
6
5
1
1 1
1
1
1
1
3
4' SIDEWALK
4' SIDEWALK
2
1
LOT ???
LOT 1
6' DRAINAGE &
GRADING
EASEMENT
(TYP.)
9' UTILITY EASEMENT
6' UTILITY
EASEMENT
RETAINING WALL (2.5' MAX HEIGHT)
DETENTION POND 1
6' UTILITY
EASEMENT
DETENTION POND 2
9' UTILITY EASEMENT
STEPS
STEPS
STEPS
STEPS
LANDSCAPE RETAINING
WALL 2.5' MAX HEIGHT
LANDSCAPE RETAINING
WALL 2.5' MAX HEIGHT
1' DRAINAGE
PAN
15' UTILITY
EASEMENT
D
9' UTILITY
EASEMENT
BARRICADE
4' SIDEWALK
4' SIDEWALK 4' SIDEWALK 4' SIDEWALK
4' SIDEWALK
4' WALK
4' WALK
4' WALK
4' WALK
4' WALK
4' WALK
6
3
3
D3
D1
83°
4' WALK
4' WALK
4' WALK
4' WALK
8'
UTIL ESMT.
TYP.
36'
FL-FL
20'
FL-FL
20'
FL-FL
20'
FL-FL
28'
28' FL-FL
FL-FL
20'
FL-FL
57.5' HALF ROW
20' EMERGENCY
ACCESS EASEMENT
20' EMERGENCY
ACCESS EASEMENT
20' EMERGENCY
ACCESS EASEMENT
58'
ROW
20' EMERGENCY
ACCESS EASEMENT
7.5' ADDITIONAL
ROW TO BE
DEDICATED
28'
FL-FL
24'
FL-FL
8'
UTIL ESMT.
TYP.
8'
UTIL ESMT.
TYP.
8'
UTIL ESMT.
TYP.
8'
UTIL ESMT.
TYP.
8'
UTIL ESMT.
TYP.
8'
UTIL ESMT.
TYP.
8'
UTIL ESMT.
TYP.
3
6
6
6
LANDSCAPE RETAINING
WALL 2.5' MAX HEIGHT
BUILDING
1
BUILDING
2
BUILDING
3
BUILDING
4
BUILDING
5
BUILDING
6
BUILDING
7
BUILDING
8
BUILDING
9
BUILDING
10
BUILDING
11
BUILDING
12
BUILDING
13
BUILDING
14
BUILDING
15
BUILDING
16
BUILDING
17
LOT 1
LOT 2
LOT 5
LOT 4
LOT 3
LOT 7
LOT1 5 LOT 4 LOT 2 LOT
LOT 4 LOT 3 LOT 2 LOT 5 LOT 4 LOT1 2 LOT
LOT5 7 LOT3 6 LOT LOT2 LOT1 LOT
LOT4 1 LOT 2 LOT LOT4 1 LOT 2 LOT5 LOT
LOT5 4 LOT2 3 LOT LOT4 LOT3 LOT2 LOT1 LOT
LOT 5
LOT 1 LOT 2 LOT5 4 LOT
LOT5 6 LOT4 LOT3 LOT2 LOT1 LOT
LOT 3
LOT3 1 LOT
LOT 2
LOT 3
LOT 6
LOT 5
LOT 7
LOT 1
LOT 2
LOT 5
LOT 4
LOT 1 LOT 2 LOT5 4 LOT LOT 1 LOT 2 LOT5 4 LOT
LOT 1
LOT 2 LOT 3 LOT 1 LOT 2 LOT 3 LOT6 5 LOT LOT 7
LOT 3
LOT 4
LOT 3 LOT 4 LOT 4
LOT3 3 LOT
LOT 3
LOT 1 LOT 3
LOT 4
TRACT D
TRACT C
UE, DE
TRACT B
DE
TRACT A
UE, DE
LOT4 1 LOT 2 LOT 3 LOT LOT 8
BLOCK 22
LOT7 5 LOT 6 LOT
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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
HC1
6
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
R
KEYMAP
HC1
HC2
MATCHLINE-SEE SHEET HC2
LEGEND:
1. CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF
WALK.
2. ATTACHED WALK WIDTHS ARE FROM FLOWLINE OF CURB & GUTTER.
3. ALL PARKING STRIPE SHALL BE 4" WHITE OR PER MUTCD.
4. SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND
PAVEMENT SECTIONS.
5. SEE GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION AND PAVEMENT
RECOMMENDATIONS.
6. REFER TO SITE AND LANDSCAPE PLANS FOR PAVERS, DECORATIVE PAVING,
SCORING, ETC.
7. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES
WITHIN THE NATURAL HABITAT BUFFER ZONE.
8. THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE
LANDSCAPE.
NOTES:
STANDARD ACCESS RAMP S
CURB AND GUTTER
DIRECTIONAL ACCESS RAMP D
X' PAN PX
CORNER APPROACH ACCESS RAMP C
VERTICAL CURB AND GUTTER
12" RIBBON CURB
18" INFALL CURB AND GUTTER
18" OUTFALL VERTICAL CURB AND GUTTER
1
2
3
4
INFALL DRIVE-OVER CURB AND GUTTER 5
DRIVEWAY (TYPE I) D1
DRIVEWAY(TYPE III) D3
OUTFALL DRIVE-OVER CURB AND GUTTER 6
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
FO
FO
CTV CTV
CTV CTV
CTV CTV CTV CTV
CTV
CTV
CTV
CTV
CTV
REMOVE
FENCE (TYP.)
/ / / /
/ / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
REMOVE
EXISTING WIRE FENCE
REMOVE
EXISTING WIRE FENCE
SECTION LINE (TYP.)
EXISTING
50' HALF
ROW
EXISTING OVERHEAD
ELECTRIC (TYP.)
REMOVE EXISTING STRIPING
REMOVE EDGE OF ASPHALT
BLOCK 7
LOT 11 LOT 10
OWNER: CITY OF
FORT COLLINS
QUAIL HOLLOW
P.U.D. THIRD FILING
BROWN FARM
SEVENTH FILING
DRAKE ROAD
EXISTING 16" DIP WATER
(FORT COLLINS WATER)
EXISTING 20" DIP WATER
(FORT COLLINS WATER)
EXISTING
36' EOP-EOP
EXISTING
50' HALF ROW
EXISTING POWERPOLE
DEMO 5 LF OF SIDEWALK
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / /
/ / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / /
/ / / / / / / / / / /
REMOVE
EXISTING WIRE FENCE
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / /
SAWCUT LINE (TYP.)
SAWCUT LINE (TYP.)
CLEAR GROVES
(TYP.)
SAWCUT LINE (TYP.)
REMOVE &
REPLACE ASPHALT
CATHODICALLY
PROTECTED STEEL
FORT COLLINS WATER
(FCW)
CATHODICALLY
PROTECTED STEEL
FORT COLLINS WATER
(FCW)
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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
EX3
5
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
R
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER
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. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
4. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING
SITE SURVEY.
5. 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.
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.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED
OF ANY POTENTIAL CONFLICTS.
8. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING
ELEVATIONS OF ALL EXISTING SEWER MAINS, WATER MAINS, CURBS, GUTTERS AND
OTHER UTILITIES AT THE POINTS OF CONNECTION SHOWN ON THE PLANS, AND AT
ANY UTILITY CROSSINGS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS.
IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE
CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN.
Northern Engineering Services, Inc.
NE Project No. 911-007
Date: May 26, 2015
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROPERTY BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
VAULT
ELEC
H
Y
D
CONTROL
IRR
H2O
G
EXISTING TREES (TO BE REMOVED)
Soilogic Inc.
"PRELIMINARY GEOTECHNICAL SUBSURFACE EXPLORATION REPORT
HERRING PROPERTY - 2430 SOUTH OVERLAND TRAIL"
Soilogic No. 15-1132
Date: June 11, 2015
Additional topo:
Northern Engineering Services, Inc.
NE Project No. 911-007
Date: December 14, 2016
EXISTING STRUTURES TO BE REMOVED
EXISTING CONCRETE TO BE REMOVED
MATCHLINE-SEE SHEET EX2
KEYMAP
EX1
EX2
EX3
X X
X X
X
OHE OHE OHE
OHE OHE OHE
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
X
X X X
X X
X X
60" W 60" W
60" W 60" W 60" W 60" W
W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18
" W FCLWD 18" W FCLWD 18" W
FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18" W
FCLWD 18" W FCLWD 18" W FCLWD 18" W FCLWD 18
20" W
20" W 20" W
20" W 20" W
20" W 20" W 20" W
FO
FO FO FO
FO FO FO
FO
FO F
O
FO FO
FO FO FO FO
FO FO FO
FO
CTV CTV
CTV CTV CTV
CTV CTV CTV
CTV CTV CTV
CTV
CTV C
TV CTV CTV
CTV CTV CTV CTV
/ / / / / /
/ / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
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/ / / / /
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/ / / / / / / / / /
/ / / / / / / / / / / / / / /
EXISTING 1 STORY WOOD
BUILDING WITH BASEMENT
TO BE REMOVED (±2038 SF)
EXISTING CONCRETE
TO BE REMOVED (TYP.)
REMOVE EXISTING
GRAVEL DRIVE
UNDERGROUND
EXISTING
OVERHEAD
ELECTRIC (TYP.)
REMOVE WOOD FENCE
REMOVE END
OF ROADWAY
BARRICADE
TIE TO EXISTING 6" DIP
WATER (FORT COLLINS
WATER)
TIE TO EXISTING SAN MANHOLE
(CITY OF FORT COLLINS)
REMOVE WOOD FENCE
REMOVE CONCRETE
STRUCTURE
REMOVE CONCRETE
STRUCTURE
REMOVE
PROPANE
TANK
REMOVE SHED
(±83 SF)
REMOVE SHED
(±51 SF)
REMOVE SHED
(±206 SF)
REMOVE WOOD FENCE
REMOVE SHED
(±363 SF)
REMOVE SHED
(±482 SF)
EXISTING 2 STORY
WOOD BUILDING
TO BE REMOVED
(±1070 SF)
EXISTING CONCRETE
TO BE REMOVED (TYP.)
EXISTING CONCRETE
TO BE REMOVED (TYP.)
REMOVE
PROPANE
TANK
REMOVE CHAIN
LINK FENCE
EXISTING CONCRETE
TO BE REMOVED (TYP.)
EXISTING CONCRETE
TO BE REMOVED (TYP.)
REMOVE WIRE FENCE
REMOVE WIRE FENCE
REMOVE WIRE FENCE
EXISTING 18" CMP
REMOVE EXISTING STRIPING
REMOVE EDGE OF ASPHALT
BROWN FARM
SEVENTH FILING
LOT 1
LOT 21
LOT 20 BLOCK 2
LOT 19 LOT 18 LOT 17
OWNER: CITY OF
FORT COLLINS
BLUEGRASS
DRIVE
OVERLAND TRAIL
EXISTING TREE TO
BE REMOVED (TYP.)
EXISTING TREE TO
BE REMOVED (TYP.)
EXISTING
36' EOP-EOP
EXISTING
50' HALF ROW
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / /
REMOVE &
REPLACE ASPHALT
SAWCUT LINE (TYP.)
REMOVE 10 LF
CURB, GUTTER,
AND
SIDEWALK
CLEAR GROVES
(TYP.)
CLEAR GROVES
CLEAR GROVES (TYP.)
CLEAR GROVES (TYP.)
REMOVE ±4 LF 18" CMP
KEYMAP
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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
EX2
4
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
R
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER
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. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
4. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING
SITE SURVEY.
5. 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.
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.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED
OF ANY POTENTIAL CONFLICTS.
8. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING
ELEVATIONS OF ALL EXISTING SEWER MAINS, WATER MAINS, CURBS, GUTTERS AND
OTHER UTILITIES AT THE POINTS OF CONNECTION SHOWN ON THE PLANS, AND AT
ANY UTILITY CROSSINGS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS.
IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE
CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN.
Northern Engineering Services, Inc.
NE Project No. 911-007
Date: May 26, 2015
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROPERTY BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
VAULT
ELEC
H
Y
D
CONTROL
IRR
H2O
G
EXISTING TREES (TO BE REMOVED)
Soilogic Inc.
"PRELIMINARY GEOTECHNICAL SUBSURFACE EXPLORATION REPORT
HERRING PROPERTY - 2430 SOUTH OVERLAND TRAIL"
Soilogic No. 15-1132
Date: June 11, 2015
Additional topo:
Northern Engineering Services, Inc.
NE Project No. 911-007
Date: December 14, 2016
EXISTING STRUTURES TO BE REMOVED
EXISTING CONCRETE TO BE REMOVED
MATCHLINE-SEE SHEET EX1
MATCHLINE-SEE SHEET EX3
EX1
EX2
EX3
CTV
CTV CTV CTV
CTV
CTV
CTV CTV CTV
E
E E
E E E
E
E
E
E
E
E
E E
E
E E
OHU
X
X
X
X
OHU OHU OHU OHU OHU OHU
OHU OHU OHU OHU OHU OHU OHU OHU O
HU
OHU OHU OHU OHU OHU OHU OHU
X
X
X
X
X
X
X X
X
X
X
X
X X X
X
X
X
X
X
X
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/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / /
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/ / / / / / / / / / / / / / / / / /
/ / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
REMOVE WIRE FENCE
REMOVE 6" WIDE
CONCRETE WALL
REMOVE WIRE FENCE
REMOVE WIRE FENCE
EXISTING 12" CMP
TO BE PLUGGED
AND FLOW-FILLED
REMOVE EXISTING STRIPING
REMOVE EDGE OF ASPHALT
EXISTING
36' EOP-EOP
LOT 17 LOT 16
LOT 15 LOT 14
LOT 13 LOT 12
LOT 11
OWNER: WEBB
REAL ESTATE
HOLDINGS LLC
OWNER: CITY OF
FORT COLLINS
BLOCK 2
BROWN FARM
SEVENTH FILING
OVERLAND TRAIL
EXISTING TREE TO
BE REMOVED (TYP.)
PLUG AND FLOW-FILL
24" EXISTING CMP
EXISTING
50' HALF ROW
REMOVE &
REPLACE ASPHALT
CLEAR GROVES (TYP.)
KEYMAP
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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
EX1
3
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
R
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
EX1
EX2
EX3
EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER
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. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
4. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING
SITE SURVEY.
5. 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.
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.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND
POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED
OF ANY POTENTIAL CONFLICTS.
8. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING
ELEVATIONS OF ALL EXISTING SEWER MAINS, WATER MAINS, CURBS, GUTTERS AND
OTHER UTILITIES AT THE POINTS OF CONNECTION SHOWN ON THE PLANS, AND AT
ANY UTILITY CROSSINGS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS.
IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE
CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN.
Northern Engineering Services, Inc.
NE Project No. 911-007
Date: May 26, 2015
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROPERTY BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
VAULT
ELEC
H
Y
D
CONTROL
IRR
H2O
G
EXISTING TREES (TO BE REMOVED)
Soilogic Inc.
"PRELIMINARY GEOTECHNICAL SUBSURFACE EXPLORATION REPORT
HERRING PROPERTY - 2430 SOUTH OVERLAND TRAIL"
Soilogic No. 15-1132
Date: June 11, 2015
Additional topo:
Northern Engineering Services, Inc.
NE Project No. 911-007
Date: December 14, 2016
EXISTING STRUTURES TO BE REMOVED
EXISTING CONCRETE TO BE REMOVED
MATCHLINE-SEE SHEET EX2
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 the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins 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. If the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the
Developer may commence work in the Engineer's absence. However, the City of Fort Collins reserves the right not to accept the
improvement if subsequent testing reveals an improper installation.
24. 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 City of Fort Collins' 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 City of Fort Collins 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 the City of Fort Collins inspector. The engineer or surveyor must
certify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be
noted in the letter and then resolved with the City of Fort Collins 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 Flood Plain 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. (The
the City of Fort Collins, Larimer County, Colorado), 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 the City of Fort Collins
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 City of Fort Collins Engineer, and no site
construction activities on Sundays or holidays, unless there is prior written approval by Larimer County.
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 City of Fort Collins 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 Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort
Collins 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
City of Fort Collins Benchmark 26-92: Northeast corner of West Drake Rd. and Overland Trail, on a power tower base.
Elevation: 5148.63
City of Fort Collins Benchmark 22-97: On a manhole base near the West Right of Way of Overland Trail and West Elizabeth St.
Elevation: 5141.86
Please note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their
vertical datum.
If NGVD29 Unadjusted datum is required for any purpose, the following equation should be used: NGVD29 Unadjusted = NAVD88 - 3.18
The Basis of Bearing is the West line of the Southwest Quarter of Section 21, Township 7 North, Range 69 West of the 6th P.M. as bearing
North 00°17'29" East (assumed bearing), and monumented as shown on drawing.
41. All stationing is based on centerline 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 City of Fort Collins Construction Inspector before any cuts are made. Patching shall be
done in accordance with the City of Fort Collins 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
Larimer County Engineer and/or the City of Fort Collins 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 City of Fort Collins, 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 City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage
structures and pipes, for the following private streets: N.A.
48. Approved Variances are listed as follows: N.A.
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 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 City/County.
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 immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public
rights of way, and make sure streets and walkways are cleaned at 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 City/County 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. 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.
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 City of Fort Collins 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 City of Fort Collins Engineer in Fort Collins.
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 City of Fort Collins 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 City of Fort Collins 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 City of Fort Collins Inspector and prior to installation of
asphalt. Gutters that hold more than 1/4 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 City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface.
The City of Fort Collins 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.
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 the City of Fort Collins 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 City of Fort Collins Traffic 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 City of Fort Collins Traffic 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 City of
Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic 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.
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 Preliminary Drainage Report for Mountains Edge dated October 9, 2017 by Northern Engineering Services, Inc.,
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.
1. All waterline and sanitary sewer construction shall conform to the Fort Collins Utility standards and specifications current to date of
construction.
2. 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.
3. Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire.
4. HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and
ASTM. The HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. Tracer
wire shall be installed with the HDPE service, and shall extend up the curb stop. The curb stop shall be covered with a metal box and tracer
wire test lid per City Water Detail 25.
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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
CS2
2
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
R
12' TRAVEL LANE
8' BIKE LANE
8' BIKE LANE
10'
PKWY
10'
PKWY
6' WALK (MIN.)
6' WALK (MIN.)
19'
CENTER
MEDIAN
9' UTIL. 58' ROW
ESMT.
4.5'
WALK
9' UTIL.
ESMT.
4.5'
WALK
LOCAL CONNECTOR STREET SECTION
8' PARKING LANE
8' PARKING LANE
10' TRAVEL LANE
6'
PKWY
36' - 7'
PKWY
30" VERTICAL
CURB & GUTTER
31" DRIVE-OVER
CURB & GUTTER
10' TRAVEL LANE
30' ⅊-⅊
PRIVATE STREET SECTION
10' TRAVEL LANE
20' -
31" DRIVE-OVER
CURB & GUTTER
10' TRAVEL LANE
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
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
CS1
1
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
R
OCTOBER 2017
PROJECT
LOCATION
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. 911-007
Date: June 12, 2015
ORIGINAL FIELD SURVEY BY:
CONTACT INFORMATION
PROJECT TEAM:
Nick Haws, PE, LEED AP
Northern Engineering Services, Inc.
301 North Howes Street, Sutie 100
Fort Collins, Colorado 80521
(970) 221-4158
Eric R. Smith, PLS
Northern Engineering Services, Inc.
301 North Howes Street, Sutie 100
Fort Collins, Colorado 80521
(970) 221-4158
CONTACT INFORMATION
PROJECT TEAM:
Jeff Mark
Lorson South Land Corp
212 N. Wahsatch Ave., Suite 301
Colorado Springs, Colorado 80903
(719) 635-3200
SHEET INDEX
CS1
CS2
EX1-EX3
N O R T H E RN
N O R T H E RN
UTILITY CONTACT LIST: *
UTILITY COMPANY PHONE NUMBER
COVER SHEET
GENERAL AND CONSTRUCTION NOTES
EXISTING CONDITIONS & DEMOLITION PLAN
A TRACT OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION 21, TOWNSHIP 7 NORTH,
RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
MOUNTAIN'S EDGE
UTILITY PLANS FOR
GAS----------------- Xcel Energy--------------------------------- Stephanie Rich (970) 225-7828
ELECTRIC-------- City of Fort Collins Light & Power ----- Jim Spaulding (970) 416-2772
CABLE------------- Comcast------------------------------------- Don Kapperman (970) 567-0245
TELECOM.--------CenturyLink Local Network ------------- Robert Rulli (970) 490-7503
WATER------------ City of Fort Collins Utilities --------------Shane Boyle (970) 221-6339
WASTEWATER --City of Fort Collins ------------------------ Shane Boyle (970) 221-6339
STORMWATER- City of Fort Collins Utilities -------------- Glen Schlueter (970) 224-6065
SANITATION----- City of Fort Collins Utilities --------------Shane Boyle (970) 221-6339
* This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for
the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for
locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of
Colorado (UNCC) at 811 for additional information.
DR1 DRAINAGE EXHIBIT
G1-G3 GRADING PLAN
U1-U3 UTILITY PLAN
Jim Birdsall
TB Group
444 Mountain Avenue
Berthoud, Colorado 80513
(970) 532-5891 R1-R2 OVERLAND TRAIL PLAN & PROFILE
R3 BLUEGRASS DRIVE PLAN & PROFILE
R4-R5 HILLOCK STREET PLAN AND PROFILE
R6 OVERLAND TRAIL STRIPING PLAN
PROJECT DATUM: NAVD 88
City of Fort Collins Benchmark 26-92: Northeast corner of West Drake Rd. and
Overland Trail, on a power tower base.
Elevation: 5148.63
City of Fort Collins Benchmark 22-97: On a manhole base near the West Right
of Way of Overland Trail and West Elizabeth St.
Elevation: 5141.86
Please note: This plan set is using NAVD88 for a vertical datum. Surrounding
developments have used NGVD29 Unadjusted for their vertical datum.
If NGVD29 Unadjusted datum is required for any purpose, the following
equation should be used: NGVD29 Unadjusted = NAVD88 - 3.18
The Basis of Bearing is the West line of the Southwest Quarter of Section 21,
Township 7 North, Range 69 West of the 6th P.M. as bearing North 00°17'29"
East (assumed bearing), and monumented as shown on drawing.
PROJECT BENCHMARKS:
XS1 OVERLAND TRAIL CROSS-SECTIONS
· BLUEGRASS DR.
· HILLOCK ST.
· Overland Trail
Additional topo:
Northern Engineering Services, Inc.
NE Project No. 911-007
Date: December 14, 2016
HC1-HC3 HORIZONTAL CONTROL PLAN
OU1 OVERALL UTILITY PLAN
OG1 OVERALL GRADING PLAN
· Overland Trail