HomeMy WebLinkAboutWATERFIELD FOURTH FILING - MAJOR AMENDMENT / PDP - PDP180009 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSTIMBERLINE ROAD
OLD VINE DRIVE
LEMAY AVENUE
PROJECT
SITE
OLD VINE DRIVE
JULY 2018
PRELIMINARY UTILITY PLANS FOR
A REPLAT OF A PORTION OF WATERFIELD THIRD FILING AND TRACT A, WATERFIELD FIRST FILING, LOCATED IN THE WEST HALF OF SECTION 5,
TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
CONTACT INFORMATION
PROJECT TEAM:
Ripley Design, Inc.
Katy Thompson
419 Canyon Avenue, Suite 200
Fort Collins, CO 80521
(970) 224-5828
UTILITY CONTACT LIST: *
UTILITY COMPANY
* 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.
PHONE NUMBER
Northern Engineering Services, Inc.
Cody Snowdon, PE
301 N. Howes St., Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
PLANNER/LANDSCAPE ARCHITECT
VICINITY MAP
NORTH 1"=2000'
SITE ENGINEER/ SURVEYOR
Project Benchmarks:
92-1 - Located along East Vine Dr. at the Pleasant Valley and Lake Canal, on a
bridge on the top of the northwest headwall.
Elevation = 4946.31 (NAVD88)
2-07 - Located on Vine Drive, 0.1 mile West of Timberline Rd., 50ft North of the
entrance to Bull Run Townhomes on the Northwest corner of the West
catchbasin.
Elevation = 4959.98 (NAVD88)
Basis of Bearings
The Basis of Bearings is the South line of the Southwest Quarter of Section 5 as
bearing South 88°53'23" East (assumed bearing).
PROJECT BENCHMARKS:
SHEET INDEX
COVER SHEET
EXISTING CONDITIONS & DEMOLITION
UTILITY SHEETS
C2.00 OVERALL UTILITY PLAN
GENERAL & CONSTRUCTION
NOTES
C0.00
C0.01-C0.02
C1.00-C1.01 EXISTING CONDITIONS PLAN
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
A. GENERAL NOTES
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 PRELIMNARY DRAINAGE REPORT FOR THRIVE DATED JULY 18, 2018 by Northern
Engineering Services, Inc., shall be followed and implemented.
16'
7'
PARK
TRAVEL
7'
PARK
6'
(MIN.)
PKWY
30' ROADWAY
51' ROW (MIN.)
(MIN)
WALK
4.5'
6'.5 Min. Fence Setback
UTIL.
ESMT.
9'
9' UTIL.
ESMT.
(MIN.)
PKWY
6'
WALK
(MIN)
4.5'
10' 10'
10'
8'
TRAVEL
PARK
TRAVEL
8'
PARK
TRAVEL
TURN 13'
TRAVEL
13'
LEFT
6'
(MIN.)
PKWY
36' ROADWAY
57' ROW (MIN.)
(MIN)
WALK
4.5'
6.5' MIN. FENCE SETBACK
UTIL.
ESMT.
9'
9' UTIL.
ESMT.
36' ROADWAY
(MIN)
WALK
4.5'
(MIN.)
PKWY
6'
H2O
WV
WV
V.P.
WV
WV
H2O
V.P.
TEST
STA
V.P.
V.P.
H2O H2O
WV
H2O
WV
H2O
TEST
STA
GAS
H
Y
D
W WV
WV
WVWVWV WV
WV
V.P.
C
S
H2O
TEST
STA
W
TH
TH
TH
TH
TH
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
ST
WV
VAULT
CABLE
TELE
TEST
STA
D
WV
WV
S
VAULT
CABLE
S
D
D
TELE
S
VAULT
ELEC
V.P.
ELEC
ELEC
V.P.
V.P.
ELEC
BRKR
ELEC
ELEC
S
H2O
S
S
S
S
GAS
VAULT
ELEC
V.P.
WV
VAULT
ELEC
WV
VAULT
ELEC
WV
WV
WV
WV
V.P.
WV
WV
H2O
WV
V.WV P.
ELEC
ELEC
E
GAS T
VAULT
WV
H2O
V.P.
TEST
STA
V.P.
V.P.
H2O H2O
WV
TH
TH
TH
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 OHE OHE OHE OHE OHE OHE OHE OHE OHE
W
W W W
W W W
W
W
W
W W W
W
W W
W W
W W W W W W W W W W W W W W W W W W W
W W W W
W W
W
W W
W
W
W
W W
W
W
W
W W
W
W W
W
W
75'
20' WATERLINE EASEMENT
EAST LARIMER COUNTY
WATER DISTRICT
BOOK 1873, PAGE 126
25' RIGHT-OF-WAY
LARIMER AND WELD
COUNTY CANAL
BOOK 1503, PAGE 676
40' EAST LARIMER COUNTY
WATER DISTRICT
H2O
WV
WV
V.P.
WV
TEST
STA
V.P.
ELEC
ELEC
V.P.
E E E
E
TH
TH
TH
TH
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
OHE OHE OHE OHE OHE
OHE
OHE
OHE OHE OHE
IRR IRR IRR IRR IRR IRR
W
W W
W W W W W W W W W W
W
W
H
2O
20' SUBDRAIN EASEMENT
REC. NO. 2000049500
TO BE VACATED
EXISTING CONCRETE
DIVERSION STRUCTURE
TO BE REMOVED
EXISTING 18" RCP
INV.=4970.61
TO BE REMOVED
EXISTING 18" RCP
INV.=4970.29
TO BE REMOVED
EXISTING 24"x24"
BOX CULVERT
INV.=4973.16
EXISTING SCRUB
TREE AREA
(TO BE REMOVED)
SCRUB TREE AREA
TO BE REMOVED
EXISTING 18" CMP
INV.=4970.59
S
H2O
WV S
V.P.
WV
WV
H2O
WV
V.WV P.
ELEC
ELEC
E
GAS T
VAULT
ELEC
SS SS
SS
SS SS
SS
TH
TH
TH
X X
X X
X X
X X
X
X X
X X
X X
X X
X
X X
X
X
X
W
W
W
W W
20' SUBDRAIN EASEMENT
REC. NO. 2000049500
TO BE VACATED
20' SUBDRAIN EASEMENT
REC. NO. 2000049500
TO BE VACATED
SCRUB TREE
AREA TO BE
REMOVED
EXISTING SANITARY MH PDI 0820
RIM=4958.17
INV. 10" PVC (N)=4945.64
INV. 10" PVC (S)=4945.40
TO BE REMOVED
EXISTING LIGHT POLE
TO BE RELOCATED
EXISTING SIGN
TO BE REMOVED
EXISTING
SIGNS TO
WV
VAULT
ELEC
V.P.
ELEC
ELEC
V.P.
V.P.
ELEC
BRKR
ELEC
ELEC
S
H2O
S
S
S
VAULT
ELEC
WV
WV
WV
WV
V.P.
WV
WV
H2O
WV
V.WV P.
ELEC
ELEC
E
GAS T
VAULT
ELEC
VAULT C
ELEC
SS SS
SS
SS
SS
SS
SS
SS SS
SS
E
E E E
E
TH
TH
TH
TH
TH
TH
OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE
OHE OHE OHE OHE
H
Y
VAULT
CABLE
TELE
TEST
STA
D
WV
WV
S
GAS
SS
SS
SS
TH
TH
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 OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE
G G G G G G G G G G G G G G
W W W W W
W W W
W
W
W
W W W
W W
W
W W W W W W W W W W W W W W
W W W
W W W W W W W W W W W W W W W W
W
DRAINAGE EASEMENT PER
RECEPTION NO. 98094713
CENTER OF WATER
LINE RIGHT-OF-WAY
OF UNDEFINED WIDTH
BOOK 737, PAGE 575
CENTERLINE OF 15'
WATERLINE EASEMENT
EAST LARIMER COUNTY
WATER DISTRICT
BOOK 1740, PAGE 896
ST
ST
ST
ST ST
S
VAULT
CABLE
S
D
D
TELE
S
S
H2O
S
S
S
S
VAULT
ELEC
V.P.
WV
VAULT
ELEC
WV
VAULT
ELEC
WV
WV
WV
WV
V.P.
WV
WV
H2O
WV
V.WV P.
ELEC
ELEC
E
GAS T
VAULT
ELEC
VAULT C
ELEC
SS
SS
SS
SS SS
SS SS
SS SS SS
SS
SS
SS
SS
SS
SS SS
SS SS
SS
SS
H2O
WV
WV
WV
WV
WV
H2O
V.P.
TEST
STA
V.P.
V.P.
H2O H2O
WV
VAULT
CABLE
TELE
TEST
STA
WV
WV
S
VAULT
CABLE
S
D
D
TELE
S
VAULT
ELEC
ELEC
ELEC
V.P.
ELEC
BRKR
ELEC
ELEC
S
S
S
H2O
WV
GAS
H2O
TEST
STA
GAS
H
Y
D
W WV
WV
WVWVWV
WV
WV
V.P.
C
S
H2O
8" W 8" W 8" W 8" W
12" W
12" W
12" W 12" W 12" W 12" W 12" W 12" W
12" W
12" W
8" W
8" W
8" W 8" W 8" W 8" W 8" W 8" W
8" W 8" W 8" W 8" W
8" W
8" W
8" W
8" W
8" W 8" W
8" W 8" W 8" W
8" W 8" W
8" W 8" W 8" W
8" W 8" W
UD UD
UD
UD
WV
H2O
TEST
STA
H2O H2O
WV
W
W W W
W W W
W
W
W
W W W
W
W W
W W
W W W W W W W W W W W W W W W W W W W
W W W W
W W
W
W W
W
W
W
W W
W
W
W
W W
W
W W
W
W
12''x8'' TEE w/TB
& 1-8" GV (W)
1-12" BFV (N)
N:136239.51
E:206471.70
12" W
8" W 8" W
8" W 8" W
8" W 8" W
8" W 8" W
8" W 8" W 8" W
8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W
8" W 8" W 8" W 8" W
8" W
8" W
8" W
8" W
8" W
8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W
8" W
8" W
8" W
8" W
8" W
8" W 8" W 8" W
8" W 8" W 8" W 8" W
8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W
8" W
8" W 8" W 8" W 8" W 8" W
8" W 8" W
12" W
12" W
12" W
12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
12" W 12" W 12" W 12" W
12" W 12" W 12" W
UD
IRR
IRR
IRR
IRR IRR
IRR
IRR IRR
IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR
IRR IRR IRR IRR IRR IRR IRR IRR
H2O
WV
WV
WV
TEST
STA
ELEC
ELEC
E E E
E
X X
X X
X
X X X X
W
W W
W W W W W W W W W W
W
W
H2O
8" W 8" W 8" W 8" W
8" W
8" W 8" W 8" W 8" W 8" W 8" W 8" W
12" W
12" W
12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
12" W
12" W
12" W 12" W 12" W 12" W 12" W
8" W
8" W 8" W 8" W 8" W 8" W
8" W
8" W
8" W 8" W
8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W
8" W
8" W
8" W 8" W 8" W 8" W 8" W
12" W
12" W 12" W 12" W 12" W
UD
UD
UD UD
UD UD UD UD
UD UD
UD UD
UD UD
UD
UD UD UD
ELEC
ELEC
E
GAS T
VAULT
ELEC
8" PVC WATER
FIRE HYDRANT
ASSEMBLY
N:135146.01
E:205977.12
8'' TO 6'' REDUCER
w/ 6" GV
N:135138.39
E:205978.42
8''x8'' TEE w/TB
& 1-8" GV (N,E)
N:135117.72
E:206294.36
CAP w/TB
N:135189.83
E:206282.09
90° BEND w/TB
N:135180.65
E:206662.45
8''x8'' TEE w/TB
& 2-8" GV (N,E)
N:135515.34
E:206615.23
12''x12'' TEE w/TB
& 2-12" BFV (N,E)
12" W
12" W
12" W 12" W 12" W 12" W 12" W 12" W
8" W
8" W 8" W 8" W
8" W 8" W 8" W
8" W 8" W 8" W
8" W
8" W
8" W
8" W
8" W
8" W 8" W 8" W
8" W
8" W 8" W
8" W 8" W 8" W
8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W
8" W 8" W
8" W 8" W 8" W
8" W
12" W
12" W
12" W
12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
12" W 12" W 12" W 12" W
8" W 8" W 8" W 8" W 8" W
12" W 12" W 12" W
UD UD
UD UD UD
IRR
IRR
IRR
IRR IRR
IRR
IRR IRR IRR IRR IRR IRR
IRR IRR IRR
WV
VAULT
ELEC
ELEC
ELEC
ELEC
BRKR
ELEC
ELEC
S
S
VAULT
ELEC
WV
WV
WV
ELEC
ELEC
E
GAS T
VAULT
ELEC
VAULT C
ELEC
8" W 8" W 8" W
14" W 14" W 14" W
14" W 14" W 14" W 14" W 14" W 14" W 14" W 14" W 14" W
8" W 8" W 8" W
8" W 8" W 8" W 8" W
8" W 8" W 6" W
8" W 8" W
8" W
8" W
8" W
8" W 8" W 8" W
8" W 8" W 8" W 8" W
14" W 14" W 14" W 14" W 14" W
8" W 8" W 8" W
8" W
8" W 8" W 8" W
14" W 8" W 8" W 8" W
8" W
8" W
8" W
8" W
8" W 8" W 8" W 8" W 8" W
UD
UD
UD UD
VAULT
CABLE
TELE
TEST
STA
WV
WV
S
GAS
SS
SS
SS
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X X
G G G G G G G G G G G G G G
W W W W W
W W W
W
W
W
8" W 8" W 8" W
8" W 8" W 8" W 8" W
8" W 8" W 8" W 8" W
14" W 14" W 14" W 14" W 14" W
8" W 8" W 8" W 8" W 8" W 8" W 8" W
8" W 8" W 8" W 8" W 8" W 8" W
8" W 8" W 8" W 8" W 8" W 8" W 8" W
8" W 8" W
12" W 12" W 12" W 12" W 12" W 12" W
8" W 8" W 8" W 8" W 8" W 8" W
UD UD UD UD
ST
ST
ST ST
S
VAULT
CABLE
S
D
D
TELE
S
S
S
S
VAULT
ELEC
WV
VAULT
ELEC
WV
WV
WV
ELEC
ELEC
E
GAS T
VAULT
ELEC
VAULT C
ELEC
SS
SS
SS
SS SS
SS SS
SS SS SS
SS
SS
SS
SS
SS
SS SS
SS SS
SS
SS
SS
SS
H
Y
H2O
WV
WV
WV
WV
WV
H2O
V.P.
TEST
STA
V.P.
V.P.
H2O H2O
WV
VAULT
CABLE
TELE
TEST
STA
WV
WV
S
VAULT
CABLE
S
D
D
TELE
S
VAULT
ELEC
ELEC
ELEC
V.P.
ELEC
BRKR
ELEC
ELEC
S
S
S
H2O
WV
GAS
H2O
TEST
STA
GAS
H
Y
D
W WV
WV
WVWVWV
WV
WV
V.P.
C
S
H2O
UD UD
UD
UD
OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
80.75
79.59
78.29
78.95
76.42
74.73
77.39
75.57
72.97
73.81
76.45
71.12
73.63
69.28
71.69
69.72
67.43
65.68
67.84
66.18
64.26
63.23
64.91
62.86
61.92
62.44
64.79
63.80
80.81
73.34
72.29
81.46
80.76
81.15
70.47
80.51
79.12
68.77
77.19
66.73
64.86
75.14
73.09
63.38
61.78
71.04
68.99
60.35
58.95
67.17
66.30
66.04
64.91
57.93
56.40
UD
IRR
IRR
IRR
IRR IRR
IRR
IRR IRR
IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR
IRR IRR IRR IRR IRR IRR IRR IRR
X X
X X
X
X X X X
OHE
OHE OHE OHE
H2O
60.44
61.80
63.73
63.34
62.78
61.80
62.47
61.54
62.84
63.52
64.16
64.52
65.03
65.28
65.55
63.52
64.44
64.29
63.54
63.48
65.55
67.17
60.36
60.47
61.71
60.91
59.63
59.55
60.13
60.36
58.97
60.70
60.30
59.33
58.97
61.22
61.48
74.45
76.19
73.42
73.57
76.55
76.75
79.04
UD
UD
UD UD
UD UD UD UD
UD UD
UD UD
UD UD
UD
UD UD UD
53.84
57.25
56.87
56.85
56.91
57.57
60.70
57.86
56.16
58.00
58.98
58.00
52.80
52.87
57.04
55.71
56.07
58.94
57.57
57.40
57.84
57.64
54.30
53.30
53.30
54.30
53.30
54.30
54.30
53.30
53.30
54.30
53.30
54.30
53.30
54.30
53.30
54.30
54.30
53.30
54.65
54.05
55.22
54.05
55.40
54.05
54.32
54.24
54.54
56.02
56.04
UD UD
UD UD UD
IRR
IRR
IRR
IRR IRR
IRR
IRR IRR IRR IRR IRR IRR
IRR IRR IRR
BULL RUN APARTMENTS
TIMBERLINE ROAD
C
IRR
IRR
IRR
IRR
H2O
IRR
IRR
IRR
IRR
D
56.38
59.30
60.44
61.80
61.53
56.26 57.23
56.90
60.74
60.26
60.94
63.73
63.34
62.78
61.80
62.47
61.54
62.84
61.76
61.52
60.89
59.90
57.45
55.28
54.75
55.66
54.75
55.75
54.75
55.75
54.75
54.75
54.75
55.75
55.75
55.57
54.75
54.75
55.51
6" W
UD
UD
UD UD
OLD VINE DRIVE
VAULT
CABLE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X X
OHE OHE OHE
G G G G G G G G G G G G G G
51.13
51.25
53.36
52.91
53.19
51.75
50.05
49.02
50.55
51.04
51.04
51.34
51.77
51.41
48.69
50.05
49.10
49.31
49.31
49.34
49.43
50.91
50.14
53.30
53.34
53.37
53.52
52.71
52.96
53.33
52.43
52.45
52.02
51.95
UD UD UD UD
BULL RUN APARTMENTS
ST
ST
ST ST
VAULT
CABLE
D
D
C
51.13
51.25
51.25
51.25
52.25
51.81
52.75
54.20
51.25
56.61
58.98
53.36
52.91
53.19
51.75
50.05
49.02
50.55
51.04
51.04
51.34
54.93
55.87
57.65
58.11
58.65
58.19
58.11
58.43
59.57
60.75
59.11
47.36
47.04
47.00
51.60
51.68
49.68
49.83
52.96
53.04
52.34
52.50
55.82
55.67
53.18
54.10
52.50
52.34
51.60
4950
4955
4960
4965
4970
4975
4950
4955
4960
4965
4970
4975
9+50 10+00 11+00 12+00 13+00
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
4960.80
4960.25
4959.74
4959.23
4958.81
4958.53
4958.38
4958.38
4958.49
4959.05
2.25%
-2.25%
-2.04%
0.50%
PVI STA = 10+00.00
PVI ELEV = 4960.80
PVI STA = 10+16.00
PVI ELEV = 4960.44
PVI STA = 12+00.18
PVI ELEV = 4958.49
PVI STA = 12+30.68
PVI ELEV = 4959.17
114.5' VC
LP ELEV = 4958.36
LP STA = 11+63.51
PVI STA = 11+28.76
PVI ELEV = 4958.13
BCVS: 10+71.51
BVCE: 4959.30
ECVS: 11+86.01
EVCE: 4958.42
A.D. = 2.54
K = 45.00
STORM
DRAIN MH
STREET A
(STREET A)
30'
4965
4970
4975
4980
4985
4990
4965
4970
4975
4980
4985
4990
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
4981.33
4980.43
4979.52
4978.62
4977.72
4975.77
4971.97
4981.10
4980.88
4980.65
4980.20
4979.98
4979.75
4979.30
4979.07
4978.85
4978.40
4978.17
4977.95
4977.44
4977.02
4976.47
4974.94
4973.97
4972.97
4970.99
-0.90%
-4.00%
PVI STA = 10+00.00
PVI ELEV = 4981.33
139.4' VC
PVI STA = 14+72.78
PVI ELEV = 4977.06
BCVS: 14+03.09
BVCE: 4977.69
ECVS: 15+42.47
EVCE: 4974.28
A.D. = 3.10
K = 45.00
4950
4955
4960
4965
4970
4975
4950
4955
4960
4965
4970
4975
16+50 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 25+50
4968.83
4967.89
4968.44
4967.77
4965.78
4965.03
4964.01
4963.28
4962.54
4969.41
4968.38
4968.08
4967.91
4968.00
4968.15
4968.30
4968.48
4968.38
4968.14
4967.28
4966.78
4966.28
4965.28
4964.78
4964.63
4964.47
4964.38
4964.20
4963.83
4963.64
4963.46
4963.09
4962.91
4962.72
4962.35
0.60%
2.25%
-2.25%
-2.00%
-0.74%
PVI STA = 21+96.52
PVI ELEV = 4965.11
PVI STA = 21+66.52
PVI ELEV = 4964.43
PVI STA = 22+26.52
PVI ELEV = 4964.43
117.0' VC
4950
4955
4960
4965
4970
4975
4950
4955
4960
4965
4970
4975
25+50 26+00 27+00 28+00 29+00 30+00 30+50
4961.80
4961.06
4959.67
4959.60
4961.98
4961.62
4961.43
4961.25
4960.81
4960.49
4960.09
4959.40
4959.31
4959.40
4959.80
4960.00
4960.20
-1.80%
0.80%
-0.74%
PVI STA = 29+98.90
PVI ELEV = 4960.39
90.0' VC
PVI STA = 27+36.04
PVI ELEV = 4960.80
BVCS: 26+91.04
BVCE: 4961.13
EVCS: 27+81.04
EVCE: 4959.99
A.D. = 1.06
K = 84.76
90.0' VC
LP ELEV = 4959.31
LP STA = 28+49.85
PVI STA = 28+32.54
PVI ELEV = 4959.06
BCVS: 27+87.54
BVCE: 4959.87
ECVS: 28+77.54
EVCE: 4959.42
A.D. = 2.60
K = 34.62
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
4955
4960
4965
4970
4975
4980
4955
4960
4965
4970
4975
4980
9+50 10+00 11+00 12+00 13+00 14+00 15+00
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
4968.41
4969.56
4971.36
4973.16
4974.96
4968.21
4968.66
4969.11
4970.01
4970.46
4970.91
4971.81
4972.26
4972.71
4973.61
4974.06
4974.51
4975.41
4975.86
4976.31
-2.25%
1.80%
PVI STA = 10+00.00
PVI ELEV = 4968.41
PVI STA = 10+16.00
PVI ELEV = 4968.05
ALLEY 9
ALLEY 11
36'
-
57' ROW
30" VERTICAL CURB
AND GUTTER
30" VERTICAL CURB
AND GUTTER
STREET B
SEE SHEET C4.02
4965
4970
4975
4980
4985
4990
4965
4970
4975
4980
4985
4990
18+50 19+00 20+00 21+00 21+50
4979.54
4976.63
4973.63
4980.08
4978.88
4978.13
4977.38
4975.88
4975.13
4974.38
4973.11
2.25%
-2.25%
-3.00%
PVI STA = 21+41.12
PVI ELEV = 4973.48
PVI STA = 21+21.12
PVI ELEV = 4973.02
EVCS: 19+29.73
EVCE: 4978.74
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
STREET C
ALLEY 10
ALLEY 11
Δ
(STREET C)
(ALLEY 11)
ALLEY 9
(STREET C)
(STREET D)
(STREET C)
(ALLEY 11)
STREET D
SEE SHEET C4.07
ALLEY 9 ALLEY 8
ALLEY 8
36'
-
4950
4955
4960
4965
4970
4975
4950
4955
4960
4965
4970
4975
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50
4959.87
4959.69
4960.19
4960.69
4961.19
4961.69
4962.19
4962.69
4963.19
4963.78
4964.37
4964.90
4965.35
4965.74
4966.09
4966.44
4966.79
4967.14
4967.49
4967.84
4968.19
4968.54
4968.89
4969.24
4969.59
4969.94
4970.29
4970.64
4970.99
4971.30
4971.56
4971.77
4971.93
4972.08
-2.25%
1.40%
2.00%
2.40%
0.60%
PVI STA = 10+00.00
PVI ELEV = 4959.87
PVI STA = 10+16.00
PVI ELEV = 4959.51
PVI STA = 12+00.93
PVI ELEV = 4963.21
90.0' VC
PVI STA = 17+42.36
4960
4965
4970
4975
4980
4985
4960
4965
4970
4975
4980
4985
18+50 19+00 20+00 21+00 22+00 23+00 23+50
4972.53
4973.13
4973.73
4974.33
4974.93
4972.38
4972.68
4972.83
4972.98
4973.28
4973.43
4973.58
4973.88
4974.03
4974.18
4974.48
4974.63
4974.78
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
0.60%
PVI STA = 23+16.56
PVI ELEV = 4975.03
RCP STORM
IRR
IRR
IRR IRR
IRR
IRR
STREET D
STREET C
SEE SHEET C4.05
(STREET D)
(STREET C)
18'
-
80' ROW
18'
4960
4965
4970
4975
4980
4985
4960
4965
4970
4975
4980
4985
9+50 10+00 11+00 12+00 13+00 13+50
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
4979.89
4975.75
4971.25
4966.75
4979.12
4978.00
4976.87
4974.62
4973.50
4972.37
4970.12
4969.00
4967.87
4965.72
-2.25%
-4.50%
PVI STA = 10+00.00
PVI ELEV = 4979.89
PVI STA = 10+16.00
PVI ELEV = 4979.53
BCVS: 12+95.13
BVCE: 4966.97
UD UD
UD UD
STREET E
30" VERTICAL CURB
AND GUTTER
36'
-
57' ROW
ALLEY 13
(STREET E)
STREET B
SEE SHEET C4.01
STREET F
SEE SHEET C4.11 ALLEY 12
(STREET B)
4945
4950
4955
4960
4965
4970
4945
4950
4955
4960
4965
4970
18+50 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 27+50
4958.43
4959.40
4959.03
4957.53
4956.03
4955.53
4955.96
4957.96
4959.96
4958.18
4958.68
4958.93
4959.18
4959.50
4959.47
4959.32
4958.65
4958.28
4957.90
4957.15
4956.78
4956.40
4955.70
4955.50
4955.45
4955.91
4956.15
4955.58
4956.46
4956.96
4957.46
4958.46
4958.96
4959.46
4960.43
2.25%
-2.25%
2.00%
1.00%
-1.50%
0.80%
PVI STA = 24+42.77
PVI ELEV = 4956.31
PVI STA = 24+78.27
PVI ELEV = 4955.50
PVI STA = 24+12.16
PVI ELEV = 4955.62
4940
4945
4950
4955
4960
4965
4940
4945
4950
4955
4960
4965
27+50 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00
4961.12
4960.52
4959.61
4958.70
4957.78
4956.87
4955.96
4961.01
4961.11
4960.98
4960.75
4960.30
4960.07
4959.84
4959.38
4959.15
4958.93
4958.47
4958.24
4958.01
4957.56
4957.33
4957.10
4956.64
4956.41
4956.19
4955.73
-0.91%
PVI STA = 34+40.59
PVI ELEV = 4955.59
150.0' VC
HP ELEV = 4961.13
HP STA = 28+10.11
PVI STA = 27+82.14
PVI ELEV = 4961.60
EVCS: 28+57.14
EVCE: 4960.92
A.D. = 2.91
K = 51.48
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
4960
4965
4970
4975
4980
4985
4960
4965
4970
4975
4980
4985
9+50 10+00 11+00 12+00 13+00 13+50
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
4981.33
4981.56
4981.75
4981.76
4981.56
4981.15
4980.53
4979.71
4978.67
4977.46
4976.21
4974.96
4973.71
4972.46
0.90%
-5.00%
PVI STA = 10+00.00
PVI ELEV = 4981.33
177.0' VC
HP ELEV = 4981.78
HP STA = 10+63.50
PVI STA = 11+25.00
PVI ELEV = 4982.46
BVCS: 10+36.50
BVCE: 4981.66
EVCS: 12+13.50
EVCE: 4978.03
A.D. = 5.90
K = 30.00
STREET F
STREET F
W
W
W
W
W
W
W W
W
4940
4945
4950
4955
4960
4965
4940
4945
4950
4955
4960
4965
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
4953.27
4952.70
4952.38
4952.13
4951.88
4951.63
4951.38
4951.13
4950.88
4950.63
4950.38
4950.13
4949.88
4949.63
4949.38
4949.13
4948.88
4948.63
4948.37
4948.09
4947.82
4947.55
4947.37
4947.33
4947.44
4947.61
4947.79
4947.96
4948.14
4948.31
4948.49
4948.66
4948.84
4949.01
4949.19
4949.55
2.25%
-2.25%
-1.00%
4940
4945
4950
4955
4960
4965
4940
4945
4950
4955
4960
4965
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
4953.99
4953.43
4953.26
4953.13
4953.01
4952.88
4952.76
4952.63
4952.51
4952.38
4952.24
4952.09
4951.94
4951.79
4951.64
4951.49
4951.34
4951.19
4951.04
4950.89
4950.74
4950.59
4950.44
4950.29
4950.14
4949.99
4949.84
4949.69
4949.54
4949.39
4949.24
-2.25%
-0.50%
-0.60%
PVI STA = 10+00.00
PVI ELEV = 4953.99
PVI STA = 10+35.50
PVI ELEV = 4953.18
PVI STA = 12+31.83
4940
4945
4950
4955
4960
4965
4940
4945
4950
4955
4960
4965
17+50 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 25+50
4948.94
4948.77
4950.44
4952.40
4954.36
4956.32
4958.29
4960.25
4949.09
4948.79
4948.64
4949.06
4948.97
4949.46
4949.95
4950.93
4951.42
4951.91
4952.89
4953.38
4953.87
4954.85
4955.34
4955.83
4956.82
4957.31
4957.80
4958.78
4959.27
4959.76
2.25%
-2.25%
1.96%
4.73%
-0.60%
PVI STA = 18+80.91
PVI ELEV = 4949.20
PVI STA = 19+06.91
PVI ELEV = 4948.61
PVI STA = 25+02.49
PVI ELEV = 4960.30
PVI STA = 25+18.49
PVI ELEV = 4961.06
PVI STA = 18+54.91
PVI ELEV = 4948.61
PROPOSED
GRADE EXISTING
4940
4945
4950
4955
4960
4965
4940
4945
4950
4955
4960
4965
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 9+50
FUTURE
GRADE
FUTURE
GRADE
4949.17
4949.77
4950.30
4950.29
4949.75
4949.19
4949.28
4950.23
4951.63
4948.72
4948.87
4949.02
4949.32
4949.47
4949.62
4949.92
4950.07
4950.20
4950.36
4950.38
4950.35
4950.19
4950.05
4949.90
4949.60
4949.45
4949.31
4949.13
4949.12
4949.17
4949.43
4949.64
4949.91
4950.58
4950.93
4951.28
4951.98
0.60%
-0.60%
1.40%
190.0' VC
HP ELEV = 4950.38
HP STA = 3+49.11
4945
4950
4955
4960
4965
4970
4945
4950
4955
4960
4965
4970
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50
PROPOSED
GRADE
EXISTING
PROPOSED GROUND
GRADE
EXISTING
GROUND
4953.86
4954.00
4953.53
4953.33
4953.83
4954.03
4953.62
4953.11
4952.80
4953.72
4953.96
4954.01
4954.03
4953.94
4953.83
4953.68
4953.41
4953.33
4953.31
4953.41
4953.53
4953.68
4953.94
4954.01
4954.04
4953.98
4953.89
4953.76
4953.46
4953.32
4953.19
4953.08
25.00%
0.60%
-0.60%
0.60%
-0.60%
PVI STA = 10+42.54
PVI ELEV = 4950.93
PVI STA = 10+53.14
4945
4950
4955
4960
4965
4970
4945
4950
4955
4960
4965
4970
18+50 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 28+50
4953.28
4953.83
4954.38
4954.93
4955.48
4956.03
4956.58
4957.13
4957.68
4958.23
4953.16
4953.42
4953.55
4953.69
4953.96
4954.10
4954.24
4954.52
4954.65
4954.79
4955.06
4955.20
4955.34
4955.62
4955.75
4955.89
4956.16
4956.30
4956.44
4956.72
4956.85
4956.99
4957.26
4957.40
4957.54
4957.82
4957.95
4958.09
4958.36
0.55%
ECVS: 19+00
EVCE: 4953.28
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
4950
4955
4960
4965
4970
4975
4950
4955
4960
4965
4970
4975
28+50 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 38+50
4958.50
4958.64
4958.78
4958.91
4959.03
4959.16
4959.28
4959.41
4959.53
4959.66
4959.78
4959.91
4960.03
4960.16
4960.28
4960.41
4960.53
4960.66
4960.78
4960.91
4961.03
4961.16
4961.28
4961.41
4961.53
4961.66
4961.77
4961.85
4961.88
4961.87
4961.83
4961.73
0.55%
0.50%
-0.50%
PVI STA = 29+11.81
PVI ELEV = 4958.84
PVI STA = 36+37.75
PVI ELEV = 4961.67
150.0' VC
HP ELEV = 4961.88
HP STA = 35+57.75
PVI STA = 35+57.75
PVI ELEV = 4962.07
BVCS: 34+82.75
BVCE: 4961.70
EVCS: 36+32.75
4950
4955
4960
4965
4970
4975
4950
4955
4960
4965
4970
4975
38+50 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 48+50
4962.76
4962.16
4961.56
4960.96
4960.36
4959.76
4959.47
4959.92
4960.52
4961.12
4962.91
4962.61
4962.46
4962.31
4962.01
4961.86
4961.71
4961.41
4961.26
4961.11
4960.81
4960.66
4960.51
4960.21
4960.06
4959.91
4959.61
4959.52
4959.47
4959.52
4959.62
4959.77
4960.07
4960.22
4960.37
4960.67
4960.82
4960.97
4961.27
-0.60%
0.60%
150.0' VC
LOW PT ELEV = 4959.46
LOW PT STA = 44+86.69
PVI STA = 44+86.69
PVI ELEV = 4959.24
BVCS: 44+11.69
4950
4955
4960
4965
4970
4975
4950
4955
4960
4965
4970
4975
48+50 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 56+50
4961.72
4962.32
4962.92
4963.52
4964.12
4964.72
4965.32
4965.92
4961.57
4961.87
4962.02
4962.17
4962.47
4962.62
4962.77
4963.07
4963.22
4963.37
4963.67
4963.82
4963.97
4964.27
4964.42
4964.57
4964.87
4965.02
4965.17
4965.47
4965.62
4965.77
FUTURE
GRADE
FUTURE
GRADE
0.60%
PVI STA = 56+13.94
PVI ELEV = 4966.00
65'
-
115' ROW
FUTURE 30" VERTICAL
CURB AND GUTTER
6' SIDEWALK
6' ASPHALT BIKE PATH
FUTURE 30" VERTICAL
CURB AND GUTTER
UD
UD
UD
IRR
IRR IRR
IRR
IRR IRR IRR IRR
IRR IRR
UD
V.P.
V.P.
TEST
STA
V.P.
V.P.
TELE
TEST
STA
D
D
D
TELE
V.P.
V.P.
V.P.
S
H2O
S
GAS
TEST
STA
GAS
V.P.
TEST
STA
V.P.
WV
VAULT
ELEC
WV
V.P.
WV
WV
H2O
WV
V.WV P.
GAS T
SS
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 OHE
OHE OHE OHE
OHE
OHE OHE
OHE
OHE OHE
OHE OHE
OHE OHE
OHE
OHE
OHE OHE OHE OHE OHE
W
TELE
GAS
D
TELE
R R
IRR IRR IRR IRR
IRR
IRR
IRR
IRR
IRR
H2O
GAS
GAS
H2O
IRR
D D
D
W
W W
UD
UD
UD
IRR
IRR IRR
IRR
IRR IRR IRR IRR
IRR IRR
UD
1
11.64
2
3.86
3
3.21
4
10.68
5
15.24
8
14.45
9
16.40
8 9
5
4
2
3
1
7
OS1
OS2
OS2
1.12
OS1
1.68
6
11.00
6
7
3.45
RAIN GARDEN 1
RAIN GARDEN 2 RAIN GARDEN 3
RAIN GARDEN 4-A
BIOSWALE
APPROXIMATE
EDGE OF WATER
RAIN GARDEN 5
RAIN GARDEN 6
RAIN GARDEN 7
STORM DRAIN
STORM DRAIN
STORM DRAIN
STORM DRAIN
STORM DRAIN
STORM DRAIN
STORM DRAIN
STORM DRAIN
STORM DRAIN
STORM DRAIN
RAIN GARDEN 4-B
APPROXIMATE EDGE
OF WETLANDS
SWALE
STORM DRAIN
STORM DRAIN
TIMBERLINE ROAD
MERGANSER
STREET A
STREET B
STREET B
STREET C STREET C
STREET C
STREET D
STREET D
STREET E
STREET E
STREET E
STREET F
STREET F
ALLEY 2
ALLEY 1
ALLEY 3
ALLEY 4
ALLEY 4
ALLEY 8
ALLEY 8 ALLEY 8
ALLEY 8
ALLEY 5
ALLEY 6
ALLEY 7
ALLEY 9
ALLEY 9
ALLEY 9
ALLEY 12
ALLEY 10
ALLEY 10
ALLEY 11
ALLEY 13
ALLEY 13
STREET G
STREET G
STREET H
STREET H
STREET H
ALLEY 15
ALLEY 15
ALLEY 16
ALLEY 16
ALLEY 16 ALLEY 16
ALLEY 17
ALLEY 18
ALLEY 19
ALLEY 20
ALLEY 21
ALLEY 16
ALLEY 22
ALLEY 23
ALLEY 24
ALLEY 25
SUNIGA DRIVE
OLD VINE DRIVE
ALLEY 14
RAIN GARDEN 8
C5.00
DRAINAGE EXHIBIT
A. CVAR
B. MATHISEN
1"=150'
NORTH
( IN FEET )
0
1 INCH = 150 FEET
150 300
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
Know what'sbelow.
Call before you dig.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Planner
No. Revisions:
By: Date:
REVIEWED BY:
C. SNOWDON
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/18/18
PROJECT:
1496-001
Sheet
THRIVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/18/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 47
KEYMAP
R
R
SUNIGA DRIVE
N SUMMITVIEW DR
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
A
1 1
BASIN
DESIGNATION
BASIN
AREA (AC)
acres
RUNOFF
COEFFICIENTS
A
0.XX X.XXX
0.XX
LEGEND:
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING CONTOUR 5013
PROPOSED CONTOUR
DESIGN POINT
OVERLAND FLOW ARROW
DRAINAGE BASIN LABEL
DRAINAGE BASIN BOUNDARY
PROPOSED SWALE SECTION
C5.00
150 450
PROPOSED DIRECT FLOW
PROJECT BENCHMARKS:
Project Benchmarks:
92-1 - Located along East Vine Dr. at the Pleasant Valley and
Lake Canal, on a bridge on the top of the northwest headwall.
Elevation = 4946.31 (NAVD88)
2-07 - Located on Vine Drive, 0.1 mile West of Timberline Rd., 50ft
North of the entrance to Bull Run Townhomes on the Northwest
corner of the West catchbasin.
Elevation = 4959.98 (NAVD88)
Basis of Bearings
The Basis of Bearings is the South line of the Southwest Quarter of
Section 5 as bearing South 88°53'23" East (assumed bearing).
NOTES:
1. REFER TO THE "PRELIMNARY DRAINAGE REPORT FOR
THRIVE DATED JULY 18, 2018" BY NORTHERN ENGINEERING
FOR ADDITIONAL INFORMATION.
Pond ID Vol. (Ac-Ft)
100-Yr
WSEL (Ft)
WQ Capture
Vol. (Ac-Ft)
WQ WSEL
(Ft)
Total Req'd
Vol. (Ac-Ft)
100-Yr
Release (cfs)
Wetland 12.16 TBD 0.48 TBD 12.64 3.20
1 7.46 TBD 0.27 TBD 7.73 7.6
2 4.87 TBD N/A TBD 4.87 13.2
DRAINAGE SUMMARY TABLE
DESIGN
POINT
BASIN
ID
TOTAL
AREA
(acres)
C2 C100
2-yr
Tc
(min)
100-yr
Tc
(min)
Q2
(cfs)
Q100
(cfs)
1 1 11.64 0.58 0.72 20.2 19.2 10.9 48.5
2 2 3.86 0.58 0.72 18.5 17.6 3.8 16.8
3 3 3.21 0.58 0.72 17.9 16.9 3.2 14.4
4 4 10.68 0.58 0.72 25.5 24.6 8.8 38.9
5 5 15.24 0.58 0.72 20.3 19.6 14.2 62.6
6 6 11.00 0.25 0.31 27.9 25.8 3.7 16.9
7 7 3.45 0.71 0.88 30.2 29.6 3.2 13.9
8 8 14.45 0.51 0.64 24.0 23.1 10.8 47.8
9 9 16.40 0.51 0.64 22.3 21.4 12.8 57.0
OS1 OS1 1.68 0.71 0.88 17.2 16.7 2.1 9.2
OS2 OS2 1.12 0.73 0.91 21.0 20.5 1.3 5.7
6' SIDEWALK
6' ASPHALT BIKE PATH
SUNIGA DRIVE
LEGEND:
ST
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE
OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL
BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. 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.
6. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES
AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
7. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE
DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
8. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM;
NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK
REFERENCES.
9. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN
A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE
CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER
ZONE.
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
INTERIM EDGE OF ASPHALT
SAWCUT LINE
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
NOTES:
PEDESTRIAN ACCESS RAMP
PROPOSED CONCRETE
CROSS PAN (TYP.)
EXISTING EASEMENT
EXISTING EDGE OF ASPHALT
FUTURE RIGHT OF WAY
FUTURE CENTERLINE
FUTURE CURB & GUTTER
No. Revisions:
By: Date:
REVIEWED BY:
C. SNOWDON
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/18/18
PROJECT:
1496-001
Sheet
THRIVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/18/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 47
KEYMAP
R
R
SUNIGA DRIVE
N SUMMITVIEW DR
CENTERLINE
SUNIGA DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
C4.20
PLAN & PROFILE
SUNIGA DRIVE B. MATHISEN
M. KUEHNEL
1"=40'
44
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Planner
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
MATCH LINE SEE SHEET C4.19 STA 48+50
LINE
MATCH
STA
48+50
NORTH
BVCE: 4959.69
EVCS: 45+61.69
EVCE: 4959.69
A.D. = 1.20
K = 125.00
FUTURE
GRADE
FUTURE
GRADE
∆
SUNIGA DRIVE
65'
-
115' ROW
30" VERTICAL CURB
AND GUTTER
6' SIDEWALK
6' ASPHALT BIKE PATH
30" VERTICAL CURB
AND GUTTER
6' SIDEWALK
6' ASPHALT BIKE PATH
65'
-
115' ROW
30" VERTICAL CURB
AND GUTTER
6' SIDEWALK
6' ASPHALT BIKE PATH
∆
6' SIDEWALK
6' ASPHALT BIKE PATH
30" VERTICAL CURB
AND GUTTER
SUNIGA DRIVE
LEGEND:
ST
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE
OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL
BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. 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.
6. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES
AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
7. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE
DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
8. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM;
NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK
REFERENCES.
9. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN
A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE
CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER
ZONE.
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
INTERIM EDGE OF ASPHALT
SAWCUT LINE
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
NOTES:
PEDESTRIAN ACCESS RAMP
PROPOSED CONCRETE
CROSS PAN (TYP.)
EXISTING EASEMENT
EXISTING EDGE OF ASPHALT
FUTURE RIGHT OF WAY
FUTURE CENTERLINE
FUTURE CURB & GUTTER
No. Revisions:
By: Date:
REVIEWED BY:
C. SNOWDON
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/18/18
PROJECT:
1496-001
Sheet
THRIVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/18/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 47
KEYMAP
R
R
SUNIGA DRIVE
N SUMMITVIEW DR
CENTERLINE
SUNIGA DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
LINE
MATCH STA
38+50
MATCH LINE SEE SHEET C4.20 STA 48+50
C4.19
PLAN & PROFILE
SUNIGA DRIVE B. MATHISEN
M. KUEHNEL
1"=40'
44
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Planner
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
MATCH LINE SEE SHEET C4.18 STA 38+50
LINE
MATCH
STA
48+50
NORTH
LINE
MATCH
STA
43+50
LINE
MATCH STA
43+50
NORTH
EVCE: 4961.70
A.D. = 1.00
K = 150.00
0.88%
2.27%
-2.17%
-0.60%
PVI STA = 34+82.75
PVI ELEV = 4961.70
PVI STA = 36+87.58
PVI ELEV = 4963.50
PVI STA = 37+28.25
PVI ELEV = 4964.43
PVI STA = 37+68.95
PVI ELEV = 4963.54
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
FUTURE
GRADE
UD
IRR
IRR
IRR
IRR
STREET A
SEE SHEET C4.00
TIMBERLINE
SEE SHEET C4.09
(SUNIGA DR)
(STREET A)
TIMBERLINE
SEE SHEET C4.09
(SUNIGA DR)
(TIMBERLINE)
65'
-
130' ROW
30" VERTICAL CURB
AND GUTTER
6' SIDEWALK
30" VERTICAL CURB
AND GUTTER
6' ASPHALT BIKE PATH
6' SIDEWALK
6' ASPHALT BIKE PATH
9' UTILITY EASEMENT
SUNIGA DRIVE
PROPOSED
STORM DRAIN
IRRIGATION LINE
LEGEND:
ST
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE
OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL
BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. 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.
6. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES
AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
7. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE
DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
8. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM;
NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK
REFERENCES.
9. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN
A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE
CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER
ZONE.
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
INTERIM EDGE OF ASPHALT
SAWCUT LINE
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
NOTES:
PEDESTRIAN ACCESS RAMP
PROPOSED CONCRETE
CROSS PAN (TYP.)
EXISTING EASEMENT
EXISTING EDGE OF ASPHALT
FUTURE RIGHT OF WAY
FUTURE CENTERLINE
FUTURE CURB & GUTTER
No. Revisions:
By: Date:
REVIEWED BY:
C. SNOWDON
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/18/18
PROJECT:
1496-001
Sheet
THRIVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/18/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 47
KEYMAP
R
R
SUNIGA DRIVE
N SUMMITVIEW DR
CENTERLINE
SUNIGA DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
LINE
MATCH STA
28+50
MATCH LINE SEE SHEET C4.19 STA 38+50
C4.18
PLAN & PROFILE
SUNIGA DRIVE B. MATHISEN
M. KUEHNEL
1"=40'
44
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Planner
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
MATCH LINE SEE SHEET C4.17 STA 28+50
LINE
MATCH
STA
38+50
NORTH
NORTH
GROUND
PROPOSED
GRADE
UD UD
UD
UD
UD
STREET E
SEE SHEET C4.09
∆
65'
-
115' ROW
30" VERTICAL CURB
AND GUTTER
6' SIDEWALK
30" VERTICAL CURB
AND GUTTER
6' ASPHALT BIKE PATH
9' UTILITY EASEMENT
6' SIDEWALK
6' ASPHALT BIKE PATH
9' UTILITY EASEMENT
STREET E
SEE SHEET C4.09
(SUNIGA DR)
(STREET E)
LOT 1
LOT 2
LOT 1 LOT 2 LOT 3 LOT 4
LOT 5 LOT 6
LOT 7 LOT 8
LOT 9
BLOCK 16 BLOCK 18
10' PAN
SUNIGA DRIVE
UD
UD
UD
UD
UD
UD
6' SIDEWALK
6' ASPHALT BIKE PATH
6' SIDEWALK
6' ASPHALT BIKE PATH
9' UTILITY EASEMENT
SUNIGA DRIVE
30" VERTICAL CURB
AND GUTTER
30" VERTICAL CURB
AND GUTTER
65'
-
130' ROW
LEGEND:
ST
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE
OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL
BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. 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.
6. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES
AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
7. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE
DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
8. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM;
NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK
REFERENCES.
9. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN
A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE
CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER
ZONE.
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
INTERIM EDGE OF ASPHALT
SAWCUT LINE
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
NOTES:
PEDESTRIAN ACCESS RAMP
PROPOSED CONCRETE
CROSS PAN (TYP.)
EXISTING EASEMENT
EXISTING EDGE OF ASPHALT
FUTURE RIGHT OF WAY
FUTURE CENTERLINE
FUTURE CURB & GUTTER
No. Revisions:
By: Date:
REVIEWED BY:
C. SNOWDON
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/18/18
PROJECT:
1496-001
Sheet
THRIVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/18/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 47
KEYMAP
R
R
SUNIGA DRIVE
N SUMMITVIEW DR
CENTERLINE
SUNIGA DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
LINE
MATCH
STA
18+50
MATCH LINE SEE SHEET C4.18 STA 28+50
C4.17
PLAN & PROFILE
SUNIGA DRIVE B. MATHISEN
M. KUEHNEL
1"=40'
43
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Planner
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
NORTH
MATCH LINE SEE SHEET C4.16 STA 18+50
LINE
MATCH STA
25+50
LINE
MATCH
STA
25+50
LINE
MATCH STA
28+50
NORTH
PVI ELEV = 4953.59
180.0' VC
HP ELEV = 4954.03
HP STA = 11+72.30
PVI STA = 11+72.30
PVI ELEV = 4954.30
BVCS: 10+82.30
BVCE: 4953.76
EVCS: 12+62.30
EVCE: 4953.76
A.D. = 1.20
K = 150.00
190.0' VC
HP ELEV = 4954.04
HP STA = 15+81.92
PVI STA = 15+81.92
PVI ELEV = 4954.32
BVCS: 14+86.92
BVCE: 4953.75
EVCS: 16+76.92
EVCE: 4953.75
A.D. = 1.20
K = 158.33
150.0' VC
LP ELEV = 4953.31
LP STA = 13+75.19
PVI STA = 13+75.19
PVI ELEV = 4953.08
BCVS: 13+00.19
BVCE: 4953.53
ECVS: 14+50.19
EVCE: 4953.53
A.D. = 1.20
K = 125.00
150.0' VC
LP ELEV = 4953.08
LP STA = 18+28.26
PVI STA = 18+25.00
PVI ELEV = 4952.86
BCVS: 17+50
BVCE: 4953.32
A.D. = 1.15
K = 130.43
1.40%
1.00%
PVI STA = 10+06.12
PVI ELEV = 4953.12
PVI STA = 10+53.14
PVI ELEV = 4953.59
4953.03
4952.68
4953.30
4953.55
STORM
DRAIN MH
STORM
DRAIN MH STORM
DRAIN MH
UD
UD
UD
UD
UD
X X
X
X
X
G G G
G G
30" VERTICAL CURB
AND GUTTER
65'
-
115' ROW
STREET H
SEE SHEET C4.13
(SUNIGA DR)
STREET G
SEE SHEET C4.12
6' SIDEWALK
30" VERTICAL CURB
AND GUTTER
∆
(STREET H)
6' ASPHALT BIKE PATH
6' SIDEWALK
6' ASPHALT BIKE PATH
(SUNIGA DR)
(STREET G)
10' PAN
10' PAN
9' UTILITY EASEMENT
LOT 1
BLOCK 4
BUS STOP
BUS STOP
BIO-SWALE
SUNIGA DRIVE
PROPOSED TYPE III
BARRICADES
PROPOSED TYPE III
BARRICADES
PROPOSED
STORM DRAIN
LEGEND:
ST
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE
OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL
BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. 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.
6. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES
AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
7. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE
DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
8. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM;
NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK
REFERENCES.
9. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN
A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE
CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER
ZONE.
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
INTERIM EDGE OF ASPHALT
SAWCUT LINE
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
NOTES:
PEDESTRIAN ACCESS RAMP
PROPOSED CONCRETE
CROSS PAN (TYP.)
EXISTING EASEMENT
EXISTING EDGE OF ASPHALT
FUTURE RIGHT OF WAY
FUTURE CENTERLINE
FUTURE CURB & GUTTER
No. Revisions:
By: Date:
REVIEWED BY:
C. SNOWDON
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/18/18
PROJECT:
1496-001
Sheet
THRIVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/18/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 47
KEYMAP
R
R
SUNIGA DRIVE
N SUMMITVIEW DR
CENTERLINE
SUNIGA DRVE
SCALE : 1" = 40' (H) 1" = 5' (V)
LINE
MATCH
STA
9+50
MATCH LINE SEE SHEET C4.17 STA 18+50
C4.16
PLAN & PROFILE
SUNIGA DRVE B. MATHISEN
M. KUEHNEL
1"=40'
42
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Planner
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
NORTH
MATCH LINE SEE SHEET C4.15 STA 9+50
LINE
MATCH
STA
18+50
PVI STA = 3+49.11
PVI ELEV = 4950.66
BVCS: 2+54.11
BVCE: 4950.09
EVCS: 4+44.11
EVCE: 4950.09
A.D. = 1.20
K = 158.33
230.0' VC
LOW PT ELEV = 4949.12
LOW PT STA = 6+40.25
PVI STA = 6+86.25
PVI ELEV = 4948.64
BVCS: 5+71.25
BVCE: 4949.33
EVCS: 8+01.25
EVCE: 4950.25
A.D. = 2.00
K = 115.00
∆
FUTURE 30" VERTICAL
CURB AND GUTTER
FUTURE 30" VERTICAL
CURB AND GUTTER
65'
-
115' ROW
6' SIDEWALK
6' SIDEWALK
6' ASPHALT BIKE PATH
6' ASPHALT BIKE PATH
SUNIGA DRIVE
FUTURE 30" VERTICAL
CURB AND GUTTER
FUTURE 30" VERTICAL
CURB AND GUTTER
∆
65'
-
115' ROW
6' SIDEWALK
6' SIDEWALK
6' ASPHALT BIKE PATH
6' ASPHALT BIKE PATH
SUNIGA DRIVE
LEGEND:
ST
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE
OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL
BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. 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.
6. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES
AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
7. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE
DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
8. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM;
NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK
REFERENCES.
9. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN
A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE
CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER
ZONE.
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
INTERIM EDGE OF ASPHALT
SAWCUT LINE
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
NOTES:
PEDESTRIAN ACCESS RAMP
PROPOSED CONCRETE
CROSS PAN (TYP.)
EXISTING EASEMENT
EXISTING EDGE OF ASPHALT
FUTURE RIGHT OF WAY
FUTURE CENTERLINE
FUTURE CURB & GUTTER
No. Revisions:
By: Date:
REVIEWED BY:
C. SNOWDON
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/18/18
PROJECT:
1496-001
Sheet
THRIVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/18/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 47
KEYMAP
R
R
SUNIGA DRIVE
N SUMMITVIEW DR
CENTERLINE
SUNIGA DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
LINE
MATCH
STA
4+50
MATCH LINE SEE SHEET C4.16 STA 9+50
C4.15
PLAN & PROFILE
SUNIGA DRIVE B. MATHISEN
M. KUEHNEL
1"=40'
41
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Planner
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
NORTH
LINE
MATCH
STA
4+50
NORTH
C4.15
C4.16
C4.17
C4.18
C4.19
C4.20
GROUND
PROPOSED
GRADE
EXISTING
RCP STORM GROUND
RCP STORM
RCP STORM
STREET H
STREET H
∆
STREET G
SEE SHEET C4.12
STREET E
SEE SHEET C4.10
ALLEY 22
ALLEY 21
ALLEY 16
ALLEY 22
(STREET H)
(ALLEY 19)
(STREET H)
(ALLEY 19)
(STREET H)
(ALLEY 19)
(STREET H)
(ALLEY 19)
(STREET H)
(ALLEY 16)
(STREET H)
(ALLEY 19)
LOT 5
LOT 3
LOT 4
LOT 5
LOT 4 LOT 4
LOT 10
LOT 2
LOT 1
LOT 7 LOT 9
LOT 3 LOT 4 LOT 5 LOT 6 LOT 8
LOT 2
LOT 1
LOT 3
LOT 14
LOT 2 LOT 13
LOT 1
LOT 16
TRACT J
LOT 1
LOT 2
LOT 1
STREET G
SEE SHEET C4.12
STOP SIGN
4.5' SIDEWALK
4.5' SIDEWALK
9' UTILITY EASEMENT
9' UTILITY EASEMENT
BLOCK 4 BLOCK 16
BLOCK 17 BLOCK 19
BLOCK 12
BLOCK 13
BLOCK 14
BLOCK 15
STREET E
SEE SHEET C4.10
36'
-
57' ROW
\A1;57' ROW
30" VERTICAL CURB
AND GUTTER
30" VERTICAL CURB
AND GUTTER
PROPOSED STORM
DRAIN
LEGEND:
ST
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE
OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL
BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. 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.
6. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES
AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
7. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE
DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
8. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM;
NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK
REFERENCES.
9. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN
A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE
CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER
ZONE.
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
INTERIM EDGE OF ASPHALT
SAWCUT LINE
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
NOTES:
PEDESTRIAN ACCESS RAMP
PROPOSED CONCRETE
CROSS PAN (TYP.)
EXISTING EASEMENT
EXISTING EDGE OF ASPHALT
FUTURE RIGHT OF WAY
FUTURE CENTERLINE
FUTURE CURB & GUTTER
No. Revisions:
By: Date:
REVIEWED BY:
C. SNOWDON
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/18/18
PROJECT:
1496-001
Sheet
THRIVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/18/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 47
KEYMAP
R
R
SUNIGA DRIVE
N SUMMITVIEW DR
CENTERLINE
STREET H
SCALE : 1" = 40' (H) 1" = 5' (V)
LINE
MATCH
STA
17+50
C4.14
PLAN & PROFILE
STREET H B. MATHISEN
M. KUEHNEL
1"=40'
40
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Planner
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
NORTH
MATCH LINE SEE SHEET C4.13 STA 17+50
C4.13
C4.14
PVI ELEV = 4952.35
RCP STORM
STREET H
Δ
(STREET H)
(SUNIGA DR)
(STREET H)
(ALLEY 25)
SUNIGA ALLEY 25
SEE SHEET C4.16
ALLEY 15
(STREET H)
(ALLEY 15)
STOP SIGN
4.5' SIDEWALK
4.5' SIDEWALK
LOT 1
LOT 2
LOT 1
LOT 2
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6
LOT 8
TRACT C LOT 1
BLOCK 1
BLOCK 2
BLOCK 3
BLOCK 6
SUNIGA
SEE SHEET C4.16
9' UTILITY EASEMENT
9' UTILITY EASEMENT
36'
-
57' ROW
\A1;57' ROW
30" VERTICAL CURB
AND GUTTER
30" VERTICAL CURB
AND GUTTER
PROPOSED STORM
DRAIN
STREET H
∆
ALLEY 17 ALLEY 18 ALLEY 19
ALLEY 24
(STREET H)
(ALLEY 17)
(STREET H)
(ALLEY 18)
(STREET H)
(ALLEY 18)
(STREET H)
(ALLEY 19)
4.5' SIDEWALK
4.5' SIDEWALK
LOT 1
LOT 11
LOT 8
LOT 10
LOT 2 LOT 3 LOT 4 LOT 6 LOT 7
LOT 9
LOT 12
LOT 11
LOT 5
LOT 1 LOT 8
LOT 1
BLOCK 3
BLOCK 7
BLOCK 8
9' UTILITY EASEMENT
9' UTILITY EASEMENT
36'
-
57' ROW
\A1;57' ROW
30" VERTICAL CURB
AND GUTTER
30" VERTICAL CURB
AND GUTTER
PROPOSED STORM
DRAIN
LEGEND:
ST
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE
OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL
BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. 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.
6. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES
AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
7. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE
DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
8. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM;
NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK
REFERENCES.
9. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN
A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE
CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER
ZONE.
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
INTERIM EDGE OF ASPHALT
SAWCUT LINE
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
NOTES:
PEDESTRIAN ACCESS RAMP
PROPOSED CONCRETE
CROSS PAN (TYP.)
EXISTING EASEMENT
EXISTING EDGE OF ASPHALT
FUTURE RIGHT OF WAY
FUTURE CENTERLINE
FUTURE CURB & GUTTER
No. Revisions:
By: Date:
REVIEWED BY:
C. SNOWDON
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/18/18
PROJECT:
1496-001
Sheet
THRIVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/18/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 47
KEYMAP
R
R
SUNIGA DRIVE
N SUMMITVIEW DR
CENTERLINE
STREET H
SCALE : 1" = 40' (H) 1" = 5' (V)
LINE
MATCH
STA
17+50
MATCH LINE SEE SHEET C4.14 STA 17+50
C4.13
PLAN & PROFILE
STREET H B. MATHISEN
M. KUEHNEL
1"=40'
39
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Planner
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
NORTH
LINE
MATCH
STA
13+50
LINE
MATCH
STA
13+50
C4.13 C4.14
NORTH
-1.10%
0.70%
PVI STA = 10+00.00
PVI ELEV = 4953.27
PVI STA = 18+77.18
PVI ELEV = 4949.60
PVI STA = 18+55.18
PVI ELEV = 4949.10
PVI STA = 10+30.50
PVI ELEV = 4952.58
PVI STA = 14+33.00
PVI ELEV = 4948.55
81.0' VC
LP ELEV = 4947.33
LP STA = 15+69.12
PVI STA = 15+60.12
PVI ELEV = 4947.16
BCVS: 15+19.62
BVCE: 4947.60
ECVS: 16+00.62
EVCE: 4947.44
A.D. = 1.80
K = 45.00
RCP STORM
RCP STORM RCP STORM
RCP STORM RCP STORM
STREET G
STREET H
18'
-
80' ROW
STREET H
SEE SHEET C4.14
(STREET G)
ALLEY 16
(SUNIGA DR)
(STREET G)
(STREET H)
(STREET G)
(ALLEY 16)
(STREET G)
(OLD VINE)
ALLEY 16
SUNIGA DR
SEE SHEET C4.16
STOP SIGN
4.5' SIDEWALK
STOP SIGN
STOP SIGN
STOP SIGN
18'
-
ROW
VARIES
18'
-
18'
-
4.5' SIDEWALK
4.5' SIDEWALK
OLD VINE
LOT 14
LOT 3
TRACT F
LOT 1
LOT 4 LOT 5
LOT 2 LOT 7 LOT 8
LOT 5
LOT 4
LOT 2
LOT 1
LOT 1 LOT 8 TRACT K
LOT 4 LOT 5
LOT 6 LOT 7
LOT 3 LOT 9 LOT 1
LOT 3
LOT 2 LOT 5
LOT 3
LOT 1 LOT 4
TRACT G
LOT 6
LOT 2
BLOCK 9
BLOCK 15
BLOCK 4
BLOCK 16
BLOCK 10
BLOCK 11
4.5' SIDEWALK
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
10' PAN
30" VERTICAL CURB
AND GUTTER
30" VERTICAL CURB
AND GUTTER
18" OUTFALL VERTICAL
CURB AND GUTTER
30" VERTICAL CURB
AND GUTTER
30" VERTICAL CURB
AND GUTTER
30" VERTICAL CURB
AND GUTTER
30" VERTICAL CURB
AND GUTTER
18" OUTFALL VERTICAL
CURB AND GUTTER
18" OUTFALL VERTICAL
CURB AND GUTTER
SUNIGA DR
SEE SHEET C4.16
STREET H
SEE SHEET C4.14
TRACT A
LEGEND:
ST
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE
OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL
BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. 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.
6. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES
AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
7. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE
DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
8. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM;
NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK
REFERENCES.
9. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN
A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE
CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER
ZONE.
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
INTERIM EDGE OF ASPHALT
SAWCUT LINE
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
NOTES:
PEDESTRIAN ACCESS RAMP
PROPOSED CONCRETE
CROSS PAN (TYP.)
EXISTING EASEMENT
EXISTING EDGE OF ASPHALT
FUTURE RIGHT OF WAY
FUTURE CENTERLINE
FUTURE CURB & GUTTER
No. Revisions:
By: Date:
REVIEWED BY:
C. SNOWDON
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/18/18
PROJECT:
1496-001
Sheet
THRIVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/18/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 47
KEYMAP
R
R
SUNIGA DRIVE
N SUMMITVIEW DR
CENTERLINE
STREET G
SCALE : 1" = 40' (H) 1" = 5' (V)
C4.12
PLAN & PROFILE
STREET G B. MATHISEN
M. KUEHNEL
1"=40'
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
Know what'sbelow.
Call before you dig.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Planner
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
C4.12
NORTH
W
31" DRIVE-OVER
CURB AND GUTTER
30'
-
53' ROW
STREET B
SEE SHEET C4.01
(STREET F)
31" DRIVE-OVER
CURB AND GUTTER
∆
Δ
Δ
(STREET B)
4.5' SIDEWALK
4.5' SIDEWALK
LOT 9 LOT 6 LOT 5 LOT 4
LOT 2
LOT 20
LOT 3
LOT 11
LOT 17
LOT 16 LOT 15 LOT 14
LOT 5
LOT 10 LOT 9 LOT 8
LOT 7
LOT 2
LOT 3
LOT 6
LOT 4
LOT 13 LOT 12
TRACT N
LOT 10
LOT 8 LOT 7
LOT 1
9' UTILITY EASEMENT
9' UTILITY EASEMENT
BLOCK 24
BLOCK 23
BLOCK 24
BLOCK 23
EXISTING 42" DUCTILE IRON PIPE
NORTH WELD COUNTY WATER
DISTRICT (NWCWD) & ELCO WATER LINE
EXISTING 24" DUCTILE IRON PIPE
EAST LARIMER COUNTY
WATER DISTRICT (ELCO) WATER LINE
20' WATERLINE EASEMENT
EAST LARIMER COUNTY
WATER DISTRICT
40' EAST LARIMER COUNTY
WATER DISTRICT
RIGHT OF WAY EASEMENT
4950
4955
4960
4965
4970
4975
4950
4955
4960
4965
4970
4975
13+50 14+00 15+00 16+00 17+00 18+00
4968.72
4965.23
4963.44
4961.72
4969.96
4967.61
4966.66
4965.87
4964.75
4964.31
4963.87
4963.00
4962.56
4962.13
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
-5.00%
-1.75%
2.25%
PVI STA = 16+99.31
PVI ELEV = 4961.70
PVI STA = 17+15.31
PVI ELEV = 4962.06
130.2' VC
PVI STA = 14+54.62
PVI ELEV = 4965.97
BCVS: 13+89.53
BVCE: 4969.23
ECVS: 15+19.72
EVCE: 4964.84
A.D. = 3.25
K = 40.00
STREET F
STREET E
SEE SHEET C4.08
Δ
(STREET F)
(STREET E)
4.5' SIDEWALK
4.5' SIDEWALK
STOP SIGN
LOT 20
LOT 5
LOT 1
LOT 1
30'
-
53' ROW
8' PAN
STREET E
SEE SHEET C4.08
9' UTILITY EASEMENT
9' UTILITY EASEMENT
BLOCK 24
BLOCK 23
LOT 4 LOT 3 LOT 2
LEGEND:
ST
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE
OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL
BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. 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.
6. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES
AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
7. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE
DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
8. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM;
NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK
REFERENCES.
9. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN
A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE
CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER
ZONE.
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
INTERIM EDGE OF ASPHALT
SAWCUT LINE
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
NOTES:
PEDESTRIAN ACCESS RAMP
PROPOSED CONCRETE
CROSS PAN (TYP.)
EXISTING EASEMENT
EXISTING EDGE OF ASPHALT
FUTURE RIGHT OF WAY
FUTURE CENTERLINE
FUTURE CURB & GUTTER
No. Revisions:
By: Date:
REVIEWED BY:
C. SNOWDON
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/18/18
PROJECT:
1496-001
Sheet
THRIVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/18/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 47
KEYMAP
R
R
SUNIGA DRIVE
N SUMMITVIEW DR
LINE
MATCH
STA
15+50
C4.11
PLAN & PROFILE
STREET F B. MATHISEN
M. KUEHNEL
1"=40'
37
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Planner
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
C4.11
NORTH
CENTERLINE
STREET F
SCALE : 1" = 40' (H) 1" = 5' (V)
LINE
MATCH
STA
15+50
NORTH
60" RCP STORM
ST
ST
ST
ST ST ST
D
D
LOT 1 LOT 6
LOT 3 LOT 9
LOT 4 LOT 5 LOT 8
LOT 2 LOT 7 LOT 10 LOT 11
LOT 4
30" VERTICAL CURB
AND GUTTER
36'
-
4.5' SIDEWALK
4.5' SIDEWALK
30" VERTICAL CURB
AND GUTTER
STREET H
SEE SHEET C4.14
(STREET E)
(STREET H)
50'
-
9' UTILITY EASEMENT
BLOCK 12
TRACT G
EXISTING STORM
DRAIN
STREET E
76'
ROW
76' {
}ROW
EXISTING
60" RCP
LEGEND:
ST
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE
OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL
BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. 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.
6. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES
AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
7. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE
DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
8. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM;
NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK
REFERENCES.
9. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN
A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE
CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER
ZONE.
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
INTERIM EDGE OF ASPHALT
SAWCUT LINE
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
NOTES:
PEDESTRIAN ACCESS RAMP
PROPOSED CONCRETE
CROSS PAN (TYP.)
EXISTING EASEMENT
EXISTING EDGE OF ASPHALT
FUTURE RIGHT OF WAY
FUTURE CENTERLINE
FUTURE CURB & GUTTER
No. Revisions:
By: Date:
REVIEWED BY:
C. SNOWDON
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/18/18
PROJECT:
1496-001
Sheet
THRIVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/18/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 47
KEYMAP
R
R
SUNIGA DRIVE
N SUMMITVIEW DR
CENTERLINE
STREET E
SCALE : 1" = 40' (H) 1" = 5' (V)
C4.10
PLAN & PROFILE
STREET E B. MATHISEN
M. KUEHNEL
1"=40'
36
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Planner
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
NORTH
MATCH LINE SEE SHEET C4.09 STA 27+50
LINE
MATCH
STA
27+50
C4.08
C4.09
C4.10
120.0' VC
HP ELEV = 4959.51
HP STA = 20+32.09
PVI STA = 20+44.09
PVI ELEV = 4959.87
BVCS: 19+84.09
BVCE: 4959.27
EVCS: 21+04.09
EVCE: 4958.97
A.D. = 2.50
K = 48.00
BVCS: 27+07.14
BVCE: 4960.10
ECVS: 18+57.76
EVCE: 4958.00
103.5' VC
LP ELEV = 4955.45
LP STA = 23+72.47
PVI STA = 23+56.72
PVI ELEV = 4955.18
BCVS: 23+04.97
BVCE: 4955.95
ECVS: 24+08.47
EVCE: 4955.59
A.D. = 2.30
K = 45.00
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
UD UD
STREET E
Δ
LOT 10 LOT 3
LOT 12
LOT 11
LOT 9
LOT 1
LOT 2
LOT 4
LOT 10 LOT 3
LOT 1
LOT 2
LOT 4
LOT 12
LOT 11
LOT 9
LOT 1
LOT 2
LOT 10 LOT 1 LOT 1
(STREET E)
(ALLEY 9)
ALLEY 9 STREET D
SEE SHEET C4.06
ALLEY 8
30" VERTICAL CURB
AND GUTTER
ALLEY 8
ALLEY 9
30" VERTICAL CURB
AND GUTTER
36'
-
57' ROW
(STREET E)
(STREET D) (STREET E)
(STREET D)
4.5' SIDEWALK
4.5' SIDEWALK
9' UTILITY EASEMENT
9' UTILITY EASEMENT
BLOCK 20
BLOCK 31
BLOCK 32
BLOCK 30
BLOCK 21
PROPOSED STORM
DRAIN
PROPOSED STORM
DRAIN
STREET E
LOT 1 LOT 2 LOT 3 LOT 4
TRACT L
LOT 18
LOT 17
30" VERTICAL CURB
AND GUTTER
36'
-
4.5' SIDEWALK
4.5' SIDEWALK
30" VERTICAL CURB
AND GUTTER
BLOCK 18
BLOCK 19
9' UTILITY EASEMENT
LEGEND:
ST
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE
OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL
BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. 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.
6. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES
AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
7. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE
DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
8. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM;
NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK
REFERENCES.
9. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN
A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE
CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER
ZONE.
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
INTERIM EDGE OF ASPHALT
SAWCUT LINE
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
NOTES:
PEDESTRIAN ACCESS RAMP
PROPOSED CONCRETE
CROSS PAN (TYP.)
EXISTING EASEMENT
EXISTING EDGE OF ASPHALT
FUTURE RIGHT OF WAY
FUTURE CENTERLINE
FUTURE CURB & GUTTER
No. Revisions:
By: Date:
REVIEWED BY:
C. SNOWDON
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/18/18
PROJECT:
1496-001
Sheet
THRIVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/18/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 47
KEYMAP
R
R
SUNIGA DRIVE
N SUMMITVIEW DR
CENTERLINE
STREET E
SCALE : 1" = 40' (H) 1" = 5' (V)
LINE
MATCH
STA
24+50
MATCH LINE SEE SHEET C4.10 STA 27+50
C4.09
PLAN & PROFILE
STREET E B. MATHISEN
M. KUEHNEL
1"=40'
35
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Planner
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
NORTH
MATCH LINE SEE SHEET C4.08 STA 18+50
LINE
MATCH
STA
18+50
LINE
MATCH
STA
24+50
LINE
MATCH
STA
27+50
C4.08
C4.09
C4.10
NORTH
(STREET E)
(ALLEY 13)
(STREET E)
(STREET F)
(STREET E)
(ALLEY 12)
ALLEY 12
Δ
Δ
STOP SIGN
4.5' SIDEWALK
30" VERTICAL CURB
AND GUTTER
4.5' SIDEWALK
LOT 9
LOT 2
LOT 10
LOT 1
LOT 3
LOT 11
LOT 12 LOT 13 LOT 14
LOT 18
LOT 15 LOT 16 LOT 17 LOT 19 LOT 20
LOT 9
LOT 7 LOT 2 LOT 1
LOT 6 LOT 4 LOT 3
LOT 8
LOT 4
LOT 11
LOT 14
LOT 13
LOT 1
LOT 5
LOT 2
LOT 12
LOT 3
LOT 1
LOT 5 TRACT O
BLOCK 25
BLOCK 28
BLOCK 29
BLOCK 22
9' UTILITY EASEMENT
9' UTILITY EASEMENT
STREET B
SEE SHEET C4.01
PROPOSED STORM
DRAIN
PROPOSED STORM
DRAIN
4950
4955
4960
4965
4970
4975
4950
4955
4960
4965
4970
4975
13+50 14+00 15+00 16+00 17+00 18+00 18+50
4963.47
4961.87
4960.37
4958.87
4957.77
4964.08
4963.00
4962.62
4962.25
4961.50
4961.12
4960.75
4960.00
4959.62
4959.25
4958.50
4958.14
4957.89
4957.79
-1.50%
135.0' VC
PVI STA = 13+62.63
PVI ELEV = 4963.93
ECVS: 14+30.13
EVCE: 4962.92
A.D. = 3.00
K = 45.00
120.0' VC
LP ELEV = 4957.76
LP STA = 18+09.76
PVI STA = 17+97.76
PVI ELEV = 4957.40
BCVS: 17+37.76
BVCE: 4958.30
A.D. = 2.50
K = 48.00
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
RCP STORM
RCP STORM
LEGEND:
ST
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE
OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL
BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. 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.
6. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES
AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
7. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE
DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
8. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM;
NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK
REFERENCES.
9. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN
A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE
CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER
ZONE.
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
INTERIM EDGE OF ASPHALT
SAWCUT LINE
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
NOTES:
PEDESTRIAN ACCESS RAMP
PROPOSED CONCRETE
CROSS PAN (TYP.)
EXISTING EASEMENT
EXISTING EDGE OF ASPHALT
FUTURE RIGHT OF WAY
FUTURE CENTERLINE
FUTURE CURB & GUTTER
No. Revisions:
By: Date:
REVIEWED BY:
C. SNOWDON
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/18/18
PROJECT:
1496-001
Sheet
THRIVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/18/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 47
KEYMAP
R
R
SUNIGA DRIVE
N SUMMITVIEW DR
CENTERLINE
STREET E
SCALE : 1" = 40' (H) 1" = 5' (V)
LINE
MATCH STA
18+50
MATCH LINE SEE SHEET C4.09 STA 18+50
C4.08
PLAN & PROFILE
STREET E B. MATHISEN
M. KUEHNEL
1"=40'
34
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Planner
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
NORTH
C4.08
C4.09
C4.10
-
30" VERTICAL CURB
AND GUTTER
30" VERTICAL CURB
AND GUTTER
36'
-
60' ROW
4.5' SIDEWALK
STOP SIGN
4.5' SIDEWALK
LOT 18
LOT 21
LOT 23
LOT 19 LOT 22
LOT 20
LOT 19 LOT 17
LOT 16
LOT 18
LOT 19 LOT 20
LOT 16
LOT 17
BLOCK 40
BLOCK 34
BLOCK 41
9' UTILITY EASEMENT
9' UTILITY EASEMENT
8' PAN
18" OUTFALL VERTICAL
CURB AND GUTTER
STREET C
SEE SHEET C4.05
PROPOSED
STORM DRAIN
IRRIGATION
LINE
LEGEND:
ST
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE
OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL
BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. 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.
6. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES
AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
7. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE
DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
8. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM;
NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK
REFERENCES.
9. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN
A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE
CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER
ZONE.
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
INTERIM EDGE OF ASPHALT
SAWCUT LINE
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
NOTES:
PEDESTRIAN ACCESS RAMP
PROPOSED CONCRETE
CROSS PAN (TYP.)
EXISTING EASEMENT
EXISTING EDGE OF ASPHALT
FUTURE RIGHT OF WAY
FUTURE CENTERLINE
FUTURE CURB & GUTTER
No. Revisions:
By: Date:
REVIEWED BY:
C. SNOWDON
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/18/18
PROJECT:
1496-001
Sheet
THRIVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/18/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 47
KEYMAP
R
R
SUNIGA DRIVE
N SUMMITVIEW DR
CENTERLINE
STREET D
SCALE : 1" = 40' (H) 1" = 5' (V)
C4.07
PLAN & PROFILE
STREET D B. MATHISEN
M. KUEHNEL
1"=40'
33
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Planner
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
LINE
MATCH
STA
18+50
NORTH
C4.06 C4.07
MATCH LINE SEE SHEET C4.06 STA 18+50
PVI ELEV = 4971.58
BVCS: 16+97.36
BVCE: 4970.95
EVCS: 17+87.36
EVCE: 4971.85
A.D. = 0.80
K = 112.50
90.0' VC
PVI STA = 12+80.33
PVI ELEV = 4965.11
BVCS: 12+35.33
BVCE: 4964.03
EVCS: 13+25.33
EVCE: 4965.74
A.D. = 1.00
K = 90.00
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
STREET D
STREET B
SEE SHEET C4.02
STREET E
SEE SHEET C4.09
18'
-
80' ROW
18'
-
(STREET D)
(STREET E)
(STREET D)
(STREET B)
30" VERTICAL CURB
AND GUTTER
30" VERTICAL CURB
AND GUTTER
4.5' SIDEWALK
4.5' SIDEWALK
STOP SIGN
LOT 5 LOT 6
LOT 1 LOT 2
LOT 4
LOT 4 LOT 5 LOT 6
LOT 1 LOT 2
LOT 1
LOT 4
LOT 2
LOT 7
LOT 5
LOT 6
LOT 1 LOT 2
LOT 3
LOT 3
LOT 4
LOT 3
LOT 3
BLOCK 31
BLOCK 30 BLOCK 41
BLOCK 40
9' UTILITY EASEMENT
9' UTILITY EASEMENT
8' PAN
8' PAN
STREET E
SEE SHEET C4.09
STREET B
SEE SHEET C4.02
18" OUTFALL
VERTICAL CURB
AND GUTTER
∆
30" VERTICAL CURB
AND GUTTER
30" VERTICAL CURB
AND GUTTER
ROW
VARIES
18'
-
18'
-
4.5' SIDEWALK
4.5' SIDEWALK
LOT 11
LOT 7 LOT 13
LOT 10
LOT 8
LOT 6
LOT 15
LOT 11
TRACT W
LOT 19
LOT 17
LOT 14
LOT 10 LOT 16
LOT 9 LOT 13
LOT 12 LOT 18
LOT 9
TRACT V LOT 15
LOT 14 LOT 16
LOT 12
BLOCK 41
9' UTILITY EASEMENT
9' UTILITY EASEMENT
18" OUTFALL
VERTICAL CURB AND
GUTTER
LEGEND:
ST
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE
OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL
BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. 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.
6. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES
AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
7. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE
DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
8. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM;
NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK
REFERENCES.
9. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN
A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE
CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER
ZONE.
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
INTERIM EDGE OF ASPHALT
SAWCUT LINE
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
NOTES:
PEDESTRIAN ACCESS RAMP
PROPOSED CONCRETE
CROSS PAN (TYP.)
EXISTING EASEMENT
EXISTING EDGE OF ASPHALT
FUTURE RIGHT OF WAY
FUTURE CENTERLINE
FUTURE CURB & GUTTER
No. Revisions:
By: Date:
REVIEWED BY:
C. SNOWDON
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/18/18
PROJECT:
1496-001
Sheet
THRIVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/18/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 47
KEYMAP
R
R
SUNIGA DRIVE
N SUMMITVIEW DR
CENTERLINE
STREET D
SCALE : 1" = 40' (H) 1" = 5' (V)
LINE
MATCH
STA
15+50
MATCH LINE SEE SHEET C4.07 STA 18+50
C4.06
PLAN & PROFILE
STREET D B. MATHISEN
M. KUEHNEL
1"=40'
32
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Planner
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
NORTH
LINE
MATCH STA
15+50
LINE
MATCH
STA
18+50
NORTH
C4.06 C4.07
57' ROW
30" VERTICAL CURB
AND GUTTER
36'
-
57' ROW
30" VERTICAL CURB
AND GUTTER
4.5' SIDEWALK
4.5' SIDEWALK
LOT 2
LOT 1
LOT 4 LOT 5
LOT 19
LOT 11 LOT 10 LOT 8
LOT 7
LOT 6
LOT 9
LOT 1
LOT 3
LOT 20
LOT 18
LOT 3
LOT 2
LOT 23
LOT 22
LOT 18
BLOCK 44
BLOCK 41
BLOCK 42
BLOCK 34
BLOCK 40
BLOCK 36
BLOCK 35
9 UTILITY EASEMENT
9 UTILITY EASEMENT
STREET D
SEE SHEET C4.07
∆
4950
4955
4960
4965
4970
4975
4950
4955
4960
4965
4970
4975
21+50 22+00 23+00 24+00 25+00 26+00
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
4970.97
4966.01
4962.47
4960.95
4972.22
4969.72
4968.47
4967.22
4964.93
4963.98
4963.16
4961.92
4961.49
4961.20
4960.70
4960.45
-1.00%
-2.25%
-5.00%
PVI STA = 25+55.70
PVI ELEV = 4960.39
PVI STA = 21+57.12
PVI ELEV = 4973.12
190.0' VC
PVI STA = 23+75.64
PVI ELEV = 4962.19
BCVS: 22+80.64
BVCE: 4966.94
ECVS: 24+70.64
EVCE: 4961.24
A.D. = 4.00
K = 47.50
ALLEY 5
LOT 2 LOT 4
LOT 3 LOT 1
LOT 2
LOT 3
LOT 2
BLOCK 36
PROPOSED
STORM DRAIN
KEYMAP
R
R
SUNIGA DRIVE
N SUMMITVIEW DR
No. Revisions:
By: Date:
REVIEWED BY:
C. SNOWDON
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/18/18
PROJECT:
1496-001
Sheet
THRIVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/18/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 47
C4.05
OVERALL GRADING PLAN
STREET C B. MATHISEN
M. KUEHNEL
1"=150'
NORTH
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
Know what'sbelow.
Call before you dig.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Planner
LEGEND:
ST
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE
OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL
BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. 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.
6. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES
AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
7. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE
DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
8. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM;
NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK
REFERENCES.
9. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN
A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE
CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER
ZONE.
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
INTERIM EDGE OF ASPHALT
SAWCUT LINE
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
NOTES:
PEDESTRIAN ACCESS RAMP
PROPOSED CONCRETE
CROSS PAN (TYP.)
EXISTING EASEMENT
EXISTING EDGE OF ASPHALT
FUTURE RIGHT OF WAY
FUTURE CENTERLINE
FUTURE CURB & GUTTER
CENTERLINE
STREET C
SCALE : 1" = 40' (H) 1" = 5' (V)
LINE
MATCH
STA
18+50
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
MATCH LINE SEE SHEET C4.04 STA 18+50
NORTH
LINE
MATCH
STA
25+00
LINE
MATCH
STA
25+00
C4.04
C4.05
(STREET C)
STREET B
SEE SHEET C4.02
(STREET B)
(STREET C)
(ALLEY 11)
ALLEY 11
∆
(STREET C)
(STREET B)
ALLEY 10
4.5' SIDEWALK
4.5' SIDEWALK
LOT 13 LOT 14 LOT 15 LOT 16 LOT 17
LOT 3 LOT 8 LOT 9
LOT 7 LOT 10
LOT 12
LOT 4 LOT 5 LOT 6
LOT 1
LOT 2
LOT 1
LOT 2 LOT 15 LOT 16 LOT 17
LOT 12 LOT 13 LOT 14
LOT 3 LOT 4 LOT 5 LOT 6 LOT 8 LOT 9
LOT 7
LOT 1
LOT 10
LOT 18
LOT 1
LOT 2
BLOCK 42
BLOCK 43
BLOCK 42
9' UTILITY EASEMENT
9' UTILITY EASEMENT
8' UTILITY EASEMENT
8' UTILITY EASEMENT
4970
4975
4980
4985
4990
4995
4970
4975
4980
4985
4990
4995
15+00 16+00 17+00 18+00 18+50
4978.56
4980.35
4980.95
4977.21
4977.66
4978.11
4979.01
4979.46
4979.91
4980.69
4980.90
4980.99
4980.78
1.80%
240.0' VC
HP ELEV = 4980.99
HP STA = 17+79.73
PVI STA = 18+09.73
PVI ELEV = 4982.34
BVCS: 16+89.73
BVCE: 4980.18
A.D. = 4.80
K = 50.00
PROPOSED
GRADE
EXISTING
GROUND
KEYMAP
R
R
SUNIGA DRIVE
N SUMMITVIEW DR
No. Revisions:
By: Date:
REVIEWED BY:
C. SNOWDON
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/18/18
PROJECT:
1496-001
Sheet
THRIVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/18/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 47
C4.04
OVERALL GRADING PLAN
STREET C B. MATHISEN
M. KUEHNEL
1"=150'
NORTH
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
Know what'sbelow.
Call before you dig.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Planner
LEGEND:
ST
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE
OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL
BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. 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.
6. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES
AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
7. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE
DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
8. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM;
NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK
REFERENCES.
9. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN
A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE
CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER
ZONE.
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
INTERIM EDGE OF ASPHALT
SAWCUT LINE
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
NOTES:
PEDESTRIAN ACCESS RAMP
PROPOSED CONCRETE
CROSS PAN (TYP.)
EXISTING EASEMENT
EXISTING EDGE OF ASPHALT
FUTURE RIGHT OF WAY
FUTURE CENTERLINE
FUTURE CURB & GUTTER
CENTERLINE
STREET C
SCALE : 1" = 40' (H) 1" = 5' (V)
LINE
MATCH STA
18+50
MATCH LINE SEE SHEET C4.05 STA 18+50
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
C4.04
C4.05
GRADE
EXISTING
GROUND
RCP STORM
IRR IRR IRR IRR IRR
STREET B
ALLEY 4
ALLEY 1
ALLEY 7
STREET A
SEE SHEET C4.00
ALLEY 6
ALLEY 3
ALLEY 5 STREET C
SEE SHEET C4.05
36'
-
57' ROW
30" VERTICAL CURB
AND GUTTER
(STREET B)
(STREET B)
(STREET B)
(STREET B)
(STREET B)
(ALLEY 3)
(ALLEY 6)
(ALLEY 7) (STREET A)
(ALLEY 1)
(STREET B)
(STREET C)
30" VERTICAL CURB
AND GUTTER
4.5' SIDEWALK
4.5' SIDEWALK
LOT 10
LOT 8
LOT 7
LOT 6
LOT 4 LOT 5
LOT 1 LOT 2
LOT 9
LOT 1
LOT 4
TRACT S
LOT 5
LOT 3
LOT 2
LOT 13
LOT 6
LOT 5
TRACT T
LOT 4
LOT 4
LOT 3
LOT 2
LOT 1
LOT 9
LOT 13
LOT 10
LOT 14
LOT 11
LOT 12
LOT 8
LOT 7
LOT 3
LOT 3
LOT 2
LOT 2
BLOCK 39 BLOCK 38
BLOCK 32
BLOCK 34
BLOCK 35
BLOCK 37 BLOCK 36
BLOCK 34
9' UTILITY EASEMENT
9' UTILITY EASEMENT
LEGEND:
ST
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE
OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL
BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. 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.
6. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES
AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
7. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE
DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
8. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM;
NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK
REFERENCES.
9. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN
A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE
CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER
ZONE.
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
INTERIM EDGE OF ASPHALT
SAWCUT LINE
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
NOTES:
PEDESTRIAN ACCESS RAMP
PROPOSED CONCRETE
CROSS PAN (TYP.)
EXISTING EASEMENT
EXISTING EDGE OF ASPHALT
FUTURE RIGHT OF WAY
FUTURE CENTERLINE
FUTURE CURB & GUTTER
No. Revisions:
By: Date:
REVIEWED BY:
C. SNOWDON
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/18/18
PROJECT:
1496-001
Sheet
THRIVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/18/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 47
KEYMAP
R
R
SUNIGA DRIVE
N SUMMITVIEW DR
C4.03
PLAN & PROFILE
STREET B B. MATHISEN
M. KUEHNEL
1"=40'
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
Know what'sbelow.
Call before you dig.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Planner
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
LINE
MATCH
STA
25+50
CENTERLINE
STREET B
SCALE : 1" = 40' (H) 1" = 5' (V)
NORTH
MATCH LINE SEE SHEET C4.02 STA 24+50
C4.02 C4.03
C4.01
HP ELEV = 4968.48
HP STA = 19+19.68
PVI STA = 19+51.18
PVI ELEV = 4968.75
BVCS: 18+92.68
BVCE: 4968.40
EVCS: 20+09.68
EVCE: 4967.58
A.D. = 2.60
K = 45.00
207.0' VC
LP ELEV = 4967.88
LP STA = 17+92.32
PVI STA = 17+15.82
PVI ELEV = 4967.34
ECVS: 18+19.32
EVCE: 4967.96
A.D. = 4.60
K = 45.00
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
RCP STORM
UD
STREET B
ALLEY 13
\A1;57' ROW
36'
-
57' ROW
ALLEY 9
(STREET B)
ALLEY 12
STREET C
SEE SHEET C4.04
STREET D
SEE SHEET C4.06 ALLEY 8
Δ
Δ
(STREET C)
ALLEY 9
STREET D
SEE SHEET C4.05
ALLEY 8
(STREET B)
(ALLEY 9)
(STREET B)
(STREET D)
(STREET B)
(ALLEY 8)
(STREET B)
(ALLEY 12)
36'
-
57' ROW
30" VERTICAL CURB
AND GUTTER
STOP SIGN
4.5' SIDEWALK
4.5' SIDEWALK
LOT 1
LOT 2
LOT 2 LOT 1
LOT 3
LOT 1 LOT 2
LOT 5
LOT 3
LOT 6
LOT 5
LOT 6
LOT 5
LOT 6
LOT 5
LOT 4
LOT 5
LOT 7
LOT 6
LOT 1
LOT 1
LOT 2
LOT 1
LOT 2
LOT 3
LOT 4 LOT 9
LOT 8
TRACT U
LOT 4
LOT 3
LOT 4
TRACT P
BLOCK 45
BLOCK 29
BLOCK 41
BLOCK 42
BLOCK 30
BLOCK 31
BLOCK 40
BLOCK 33
(STREET B)
(ALLEY 12)
30" VERTICAL CURB
AND GUTTER
LEGEND:
ST
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE
OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL
BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. 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.
6. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES
AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
7. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE
DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
8. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM;
NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK
REFERENCES.
9. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN
A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE
CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER
ZONE.
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
INTERIM EDGE OF ASPHALT
SAWCUT LINE
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
NOTES:
PEDESTRIAN ACCESS RAMP
PROPOSED CONCRETE
CROSS PAN (TYP.)
EXISTING EASEMENT
EXISTING EDGE OF ASPHALT
FUTURE RIGHT OF WAY
FUTURE CENTERLINE
FUTURE CURB & GUTTER
No. Revisions:
By: Date:
REVIEWED BY:
C. SNOWDON
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/18/18
PROJECT:
1496-001
Sheet
THRIVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/18/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 47
KEYMAP
R
R
SUNIGA DRIVE
N SUMMITVIEW DR
MATCH LINE SEE SHEET C4.03 STA 25+50
C4.02
PLAN & PROFILE
STREET B B. MATHISEN
M. KUEHNEL
1"=40'
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
Know what'sbelow.
Call before you dig.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Planner
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
LINE
MATCH STA
16+50
CENTERLINE
STREET B
SCALE : 1" = 40' (H) 1" = 5' (V)
NORTH
MATCH LINE SEE SHEET C4.01 STA 16+50
LINE
MATCH
STA
25+50
C4.02 C4.03
C4.01
BCVS: 16+12.32
BVCE: 4971.48
WV
H2O
H2O
H2O
WV
W
W W
W W
W W W
W W
W W W
W
W
W
W W
W W W W
W
W
W
W
STREET B
30" VERTICAL CURB
AND GUTTER
36'
-
57' ROW
STREET E
SEE SHEET ----
(STREET B)
(STREET E)
4.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
TRACT N
LOT 10
LOT 11
LOT 9
BLOCK 24 BLOCK 25
LOT 10 LOT 11
LOT 9
EXISTING 42" DUCTILE IRON PIPE
NORTH WELD COUNTY WATER
DISTRICT (NWCWD) & ELCO WATER LINE
EXISTING 24" DUCTILE IRON PIPE
EAST LARIMER COUNTY
WATER DISTRICT (ELCO) WATER LINE
20' WATERLINE
EASEMENT
40' WATER DISTRICT
RIGHT OF WAY EASEMENT
EXISITNG CITY OF FORT
COLLINS WATER LINE
30" VERTICAL CURB
AND GUTTER
Δ
36'
-
57' ROW
30" VERTICAL CURB
AND GUTTER
4.5' SIDEWALK
4.5' SIDEWALK
LOT 6
LOT 5
LOT 3
LOT 2
LOT 3
LOT 4
LOT 4
BLOCK 26
BLOCK 27
LOT 5
LOT 6
LOT 5
LOT 2
LOT 3
LOT 2
LOT 3
LOT 4
LOT 4
9' UTILITY EASEMENT
9' UTILITY EASEMENT
30" VERTICAL CURB
AND GUTTER
STREET B
LEGEND:
ST
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE
OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL
BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. 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.
6. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES
AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
7. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE
DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
8. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM;
NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK
REFERENCES.
9. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN
A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE
CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER
ZONE.
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
INTERIM EDGE OF ASPHALT
SAWCUT LINE
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
NOTES:
PEDESTRIAN ACCESS RAMP
PROPOSED CONCRETE
CROSS PAN (TYP.)
EXISTING EASEMENT
EXISTING EDGE OF ASPHALT
FUTURE RIGHT OF WAY
FUTURE CENTERLINE
FUTURE CURB & GUTTER
No. Revisions:
By: Date:
REVIEWED BY:
C. SNOWDON
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/18/18
PROJECT:
1496-001
Sheet
THRIVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/18/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 47
KEYMAP
R
R
SUNIGA DRIVE
N SUMMITVIEW DR
LINE
MATCH STA
13+50
MATCH LINE SEE SHEET C4.02 STA 16+50
C4.01
PLAN & PROFILE
STREET B B. MATHISEN
M. KUEHNEL
1"=40'
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
Know what'sbelow.
Call before you dig.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Planner
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
LINE
MATCH
STA
13+50
LINE
MATCH
STA
16+50
CENTERLINE
STREET B
SCALE : 1" = 40' (H) 1" = 5' (V)
NORTH NORTH
C4.02 C4.03
C4.01
-
51' ROW
30" VERTICAL CURB
AND GUTTER
STREET B
SEE SHEET C4.03
STREET B
SEE SHEET C4.03
30" VERTICAL CURB
AND GUTTER
(STREET B)
STOP SIGN
4.5' SIDEWALK
4.5' SIDEWALK
9' UTILITY EASEMENT
9' UTILITY EASEMENT
LOT 13 LOT 11
LOT 4
LOT 1 LOT 2 LOT 3
LOT 3
LOT 12
TRACT R
TRACT Q
BLOCK 38
BLOCK 32
BLOCK 34
TRACT T
(STREET A)
(SUNIGA DR)
SUNIGA DR
SEE SHEET C4.18
SUNIGA DR
SEE SHEET C4.18
PROPOSED STORM
DRAIN
LEGEND:
ST
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE
OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL
BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. 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.
6. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES
AND CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
7. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE
DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
8. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM;
NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK
REFERENCES.
9. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN
A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE
CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER
ZONE.
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
INTERIM EDGE OF ASPHALT
SAWCUT LINE
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
NOTES:
PEDESTRIAN ACCESS RAMP
PROPOSED CONCRETE
CROSS PAN (TYP.)
EXISTING EASEMENT
EXISTING EDGE OF ASPHALT
FUTURE RIGHT OF WAY
FUTURE CENTERLINE
FUTURE CURB & GUTTER
No. Revisions:
By: Date:
REVIEWED BY:
C. SNOWDON
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/18/18
PROJECT:
1496-001
Sheet
THRIVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/18/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 47
KEYMAP
R
R
SUNIGA DRIVE
N SUMMITVIEW DR
CENTERLINE
STREET A
SCALE : 1" = 40' (H) 1" = 5' (V)
C4.00
PLAN & PROFILE
STREET A B. MATHISEN
M. KUEHNEL
1"=40'
NORTH
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
Know what'sbelow.
Call before you dig.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Planner
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
C4.00
51.73
51.73
50.57
49.83
49.68
48.47
48.70
48.86
47.57
47.97
48.52
48.77
49.58
49.66
48.87
49.11
49.31
49.51
50.54
52.45
52.66
53.96
54.40
54.75
54.61
55.87
56.15
56.35
57.65
58.13
58.13
58.43
59.59
58.22
53.98
51.89
52.91
60.04
55.75
55.75
54.75
58.27
LOT 3
LOT 9
LOT 5
LOT 4
LOT 2
LOT 1
LOT 4
LOT 1
LOT 3
LOT 2
LOT 1
LOT 7
LOT 8 LOT 9
LOT 3
LOT 6
LOT 5
LOT 4
LOT 2
TRACT L
LOT 14
LOT 13
LOT 12
LOT 10 LOT 11
LOT 2 LOT 4
LOT 3
LOT 1
LOT 18
LOT 15 LOT 16
LOT 8
LOT 7
LOT 6
LOT 5
LOT 7 LOT 10
LOT 1 LOT 2 LOT 3 LOT 4
LOT 5 LOT 6 LOT 8
LOT 9 LOT 11
LOT 14
TRACT I
LOT 4 LOT 11
LOT 6
LOT 1
LOT 9
LOT 3
LOT 8
LOT 4
LOT 5
LOT 11
LOT 10
LOT 7
LOT 9
LOT 14
LOT 12
LOT 8
LOT 10
LOT 13
LOT 7
LOT 6
LOT 5
LOT 2
LOT 3
LOT 1
LOT 12
LOT 16
LOT 15
LOT 13
LOT 11
LOT 41
LOT 7
LOT 3
LOT 4
LOT 5
LOT 9
LOT 6
LOT 1
LOT 8
LOT 10
LOT 2
LOT 8
TRACT K
LOT 1
LOT 5
LOT 4
LOT 6
LOT 7
LOT 9
LOT 3
LOT 10
TRACT G
LOT 2
LOT 2
TRACT H
TRACT Y
36'
-
115'
ROW
65'
-
20'
ROW
18'
-
56'
-
16'
ROW
20'
ROW
20'
ROW
16'
ROW
16'
ROW
50'
-
BULL RUN LTD PARTNERSHIP
5575 DTC PKWY STE 250
GREENWOOD VILLAGE, CO 80111
DIVISION SEVEN SYSTEMS
8 GIBBS RD
LARAMIE, WY 80207
OPPIE VERA N
PO BOX 302
LAPORTE, CO 80535
OLD VINE DRIVE
MERGANSER
MERGANSER
STREET G
STREET G
STREET H
STREET H
ALLEY 16
ALLEY 16
ALLEY 20
ALLEY 21
ALLEY 16
ALLEY 22
ALLEY 23
SUNIGA DRIVE
BLOCK 18
BLOCK 16
BLOCK 19
SUNIGA DRIVE
BLOCK 17
BLOCK 18
BLOCK 14
BLOCK 15
BLOCK 11
STORM DRAIN
BLOCK 12
BLOCK 13
BLOCK 14
EXISTING
STORM DRAIN
76'
ROW
STORM DRAIN
INLET
INLET
60" HDPE
FES
INLET
INLET
MH TO CONNECT
TO EXISTING 60"
STORM DRAIN
FES
No. Revisions:
By: Date:
REVIEWED BY:
C. SNOWDON
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/18/18
PROJECT:
1496-001
Sheet
THRIVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/18/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 47
KEYMAP
R
R
SUNIGA DRIVE
N SUMMITVIEW DR
C3.06
GRADING PLAN
B. MATHISEN
M. KUEHNEL
1"=50'
NORTH
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
25
LEGEND:
5013
93
ST
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE
OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL
BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER
SURVEY INFORMATION.
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER
SPOTS ARE FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM
ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE
DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM;
NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK
REFERENCES.
7. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN
A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE
CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER
ZONE.
36.25
(36.25)
PROPOSED SLOPES 2.0%
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
NOTES:
PEDESTRIAN ACCESS RAMP
PROPOSED CONCRETE
CROSS PAN (TYP.)
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Planner
MATCHLINE-SEE SHEET C3.05
MATCHLINE-SEE SHEET C3.03 MATCHLINE-SEE SHEET C3.04
MATCHLINE-SEE SHEET C3.03
C3.01
C3.02
C3.03
C3.04
C3.05 C3.06
52.07
50.92
51.93
51.52
51.86
51.79
51.48
52.05
52.00
50.05
50.00
49.68
49.90
49.90
49.44
49.05
49.00
48.61
48.94
50.42
50.48
50.91
51.28
51.49
50.88
50.82
50.32
50.66
48.48
47.69
50.86
50.46
50.32
49.67
48.98
47.66
47.33
49.05
49.00
47.33
47.39
47.40
48.05
47.99
46.98
47.04
47.35
48.94
48.54
48.05
47.99
49.80
49.74
50.21
50.42
49.24
49.31
47.52
47.89
48.02
47.42
47.78
48.20
48.44
48.54
48.77
49.10
49.20
49.25
49.30
47.36
47.04
47.00
51.60
49.68
49.68
48.47
48.70
48.86
47.57
47.97
48.52
48.77
49.58
49.66
48.87
49.11
49.31
49.51
50.54
52.45
51.89
52.91
LOT 3
LOT 8
LOT 13
LOT 12 LOT 14
LOT 10 LOT 11
LOT 1
LOT 6 LOT 9
LOT 7
LOT 5
LOT 4
LOT 2
LOT 3
LOT 1
LOT 11
LOT 8
LOT 10
LOT 2 LOT 3 LOT 4 LOT 6 LOT 7
LOT 9 LOT 5
LOT 2
LOT 3
LOT 4
LOT 1
LOT 6
LOT 4
LOT 2
LOT 3
LOT 5
LOT 1
LOT 2
LOT 3
LOT 1
LOT 1
LOT 4
LOT 8 LOT 11 LOT 13
LOT 12 LOT 14
LOT 7 LOT 9 LOT 10
LOT 2 LOT 3 LOT 5 LOT 6
LOT 8 LOT 1 LOT 8
LOT 1
TRACT E
TRACT C
LOT 1
LOT 2
LOT 4
LOT 5 LOT 4
LOT 3
LOT 2
LOT 6
LOT 7
LOT 5
LOT 6
LOT 7
LOT 4
LOT 2
LOT 3
LOT 6
LOT 5
LOT 7
LOT 12
LOT 11
LOT 10
LOT 9
LOT 3
TRACT F
LOT 1
LOT 4
LOT 5
LOT 8
LOT 2
LOT 7
LOT 5
LOT 4
LOT 2
LOT 1
LOT 1
LOT 3
LOT 2
LOT 2
LOT 3
LOT 1
LOT 1 LOT 2 LOT 3 LOT 4
LOT 41
LOT 7
LOT 3
LOT 4
LOT 5
LOT 9
LOT 6
LOT 1
LOT 8
LOT 10
LOT 8
TRACT K
LOT 1
LOT 5
LOT 4
LOT 6
LOT 7
LOT 9
LOT 3
TRACT A
TRACT G
TRACT B
LOT 6
LOT 2
LOT 3
LOT 5
LOT 2
TRACT D
LOT 8
51.01
52.99
52.50
52.68
51.17
48.68
48.61
57'
ROW
36'
-
18'
-
65'
-
20'
ROW
16'
ROW
20'
ROW
16'
ROW
16'
ROW
20'
ROW
18'
-
56'
-
16'
ROW
20'
ROW
20'
ROW
20'
ROW
WEISS DONALD D/ BEVERLY A
1924 E. VINE DR.
FORT COLLINS, CO 80524
CITY OF FORT COLLINS
300 LAPORTE AVE
FORT COLLINS, CO 80521
STREET G
STREET G
STREET H
STREET H
ALLEY 15
ALLEY 15
ALLEY 16
ALLEY 16
ALLEY 17
ALLEY 18
ALLEY 19
ALLEY 20
ALLEY 22
ALLEY 23
ALLEY 24
ALLEY 25
STORM DRAIN
STORM DRAIN
STORM DRAIN
SUNIGA DRIVE
BLOCK 4
BLOCK 16
115'
ROW
BLOCK 1
BLOCK 2
BLOCK 3
BLOCK 17
BLOCK 18
BLOCK 14
BLOCK 15
BLOCK 8 BLOCK 9
BLOCK 7
BLOCK 6
BLOCK 5
BLOCK 10 BLOCK 11
BLOCK 8
EXISTING STORM DRAIN
OVERFLOW
OUTFALL
STORM DRAIN
STORM DRAIN
BIO-SWALE
W/ UNDERDAIN
INLET
STORM DRAIN
STORM MH (TYP.)
INLET
INLET
INLET
INLET (2)
FES
FES
INLET
INLET
ULTIMATE OUTFALL
LOCATION
FES
No. Revisions:
By: Date:
REVIEWED BY:
C. SNOWDON
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/18/18
PROJECT:
1496-001
Sheet
THRIVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/18/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 47
KEYMAP
R
R
SUNIGA DRIVE
N SUMMITVIEW DR
C3.05
GRADING PLAN
B. MATHISEN
M. KUEHNEL
1"=50'
NORTH
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
24
LEGEND:
5013
93
ST
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE
OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL
BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER
SURVEY INFORMATION.
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER
SPOTS ARE FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM
ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE
DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM;
NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK
REFERENCES.
7. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN
A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE
CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER
ZONE.
36.25
(36.25)
PROPOSED SLOPES 2.0%
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
NOTES:
PEDESTRIAN ACCESS RAMP
PROPOSED CONCRETE
CROSS PAN (TYP.)
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Planner
MATCHLINE-SEE SHEET C3.03
MATCHLINE-SEE SHEET C3.06
C3.01
C3.02
C3.03
C3.04
C3.05 C3.06
55.47
54.75
55.37
54.75
59.90
60.00
59.16
59.50
58.89
58.35
59.62
59.32
59.50
59.40
60.99
61.51
61.19
63.52
61.79
64.16
64.52
65.03
65.28
65.55
56.30
55.76
58.27
56.87
57.85
56.53
59.22
59.21
58.73
60.08
56.71
57.67
58.10
59.31
57.05
57.11
56.93
60.40
59.49
58.51
57.77
59.22
60.75
60.90
58.48
59.66
60.84
59.61
60.13
61.31
63.32
63.34
65.37
63.45
61.98
63.52
64.44
64.29
63.54
63.48
65.55
67.17
60.36
60.47
61.71
60.91
59.63
59.55
60.13
60.36
58.97
59.15
60.70
60.30
59.33
58.97
61.22
61.48
74.45
73.57
73.12
65.41
64.68
64.25
67.85
68.10
67.29
67.51
61.89
61.61
67.76
63.62
63.57
63.44
63.17
65.91
67.07
69.80
69.56
67.89
63.73
63.63
64.25
63.84
57.52
63.84
64.68
TRACT Q
LOT 13
LOT 11
LOT 1
LOT 2
LOT 6
LOT 5
LOT 3
LOT 6
LOT 5
LOT 1
LOT 2
LOT 4
LOT 6
LOT 5
LOT 4
LOT 27
LOT 19 LOT 17 LOT 16
LOT 11
LOT 10
LOT 8
LOT 7
LOT 6
LOT 4 LOT 5
LOT 1 LOT 2
LOT 1 LOT 9
LOT 3
LOT 4
TRACT S
LOT 6
LOT 5
LOT 3
LOT 2
LOT 18
LOT 3
LOT 9
TRACT V LOT 20
LOT 14 LOT 15 LOT 16 LOT 17 LOT 19
LOT 1
LOT 7
LOT 4
LOT 3
LOT 2
LOT 5
LOT 6
LOT 10
LOT 9
LOT 8
LOT 5 TRACT T
LOT 4
LOT 6
LOT 4
LOT 1
LOT 3
LOT 1
LOT 2
LOT 2
LOT 1
LOT 3
LOT 9
LOT 13
LOT 6
LOT 10
LOT 15
LOT 14
LOT 11
LOT 12
LOT 8
LOT 7
LOT 4
LOT 5
LOT 11
LOT 7 LOT 13
LOT 10
LOT 8
LOT 1
LOT 4 LOT 5 LOT 6
LOT 2 LOT 18
LOT 12
LOT 3
LOT 1
LOT 3
LOT 2
LOT 2
LOT 4
LOT 3
LOT 12
TRACT Y
65.67
71.78
73.12
73.07
73.13
72.50
72.82
71.63
68.98
67.32
65.25
71.78
73.57
74.45
65.91
65.37
64.56
64.29
62.82
63.03
60.92
61.03
61.67
61.86
62.45
62.25
62.17
64.56
64.99
61.20
60.92
62.25
62.20
57'
ROW
36'
-
16'
ROW
16'
ROW 16'
ROW
16'
ROW
20'
ROW
18'
-
18'
-
66'
ROW
57'
ROW
36'
-
20'
ROW
36'
-
51'
ROW
30'
-
57'
ROW
36'
-
20'
ROW
65'
-
BULL RUN LTD PARTNERSHIP
5575 DTC PKWY STE 250
GREENWOOD VILLAGE, CO 80111
OPPIE VERA N
PO BOX 302
LAPORTE, CO 80535
BLOCK 40
BLOCK 39 BLOCK 38 BLOCK 37
BLOCK 36
TRACT U
BLOCK 31
BLOCK 30
BLOCK 35 BLOCK 34
BLOCK 34
MERGANSER
STREET A
STREET C
STREET C
STREET D
STREET D
STREET E
ALLEY 2
ALLEY 1
ALLEY 3
ALLEY 4
ALLEY 4
ALLEY 8
ALLEY 8
ALLEY 8
ALLEY 5
ALLEY 6
ALLEY 7
STORM DRAIN
SUNIGA DRIVE
BLOCK 32
BLOCK 33
BLOCK 32 BLOCK 34
BLOCK 35
INLET
INLET
OVERFLOW OUTFALL
INLET
OVERFLOW
OUTFALL FES
FES
STORM
DRAIN
INLET INLET
INLET
No. Revisions:
By: Date:
REVIEWED BY:
C. SNOWDON
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/18/18
PROJECT:
1496-001
Sheet
THRIVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/18/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 47
KEYMAP
R
R
SUNIGA DRIVE
N SUMMITVIEW DR
C3.04
GRADING PLAN
B. MATHISEN
M. KUEHNEL
1"=50'
NORTH
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
23
LEGEND:
5013
93
ST
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE
OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL
BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER
SURVEY INFORMATION.
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER
SPOTS ARE FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM
ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE
DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM;
NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK
REFERENCES.
7. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN
A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE
CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER
ZONE.
36.25
(36.25)
PROPOSED SLOPES 2.0%
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
NOTES:
PEDESTRIAN ACCESS RAMP
PROPOSED CONCRETE
CROSS PAN (TYP.)
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Planner
MATCHLINE-SEE SHEET C3.06
MATCHLINE-SEE SHEET C3.02
MATCHLINE-SEE SHEET C3.03
C3.01
C3.02
C3.03
C3.04
C3.05 C3.06
54.05
54.05
54.05
54.05
54.19
54.92
53.67
53.66
52.34
52.33
52.57
52.69
52.10
52.22
51.95
51.83
52.16
52.04
52.15
52.03
51.71
51.83
51.34
51.46
51.47
51.59
51.29
51.41
51.41
51.53
51.13
51.25
51.63
51.75
???
???
???
???
???
51.98
55.66
54.84
55.64
55.75
57.83
56.11
55.92
56.11
56.29
59.00
57.98
56.58
56.55
52.10
58.21
56.80
56.07
55.99
52.99
52.68
55.10
55.08
53.07
51.25
52.25
52.25 51.25
51.25
52.25
51.25
52.25
51.25
52.25
51.81
52.75
53.53
54.20
52.25
51.25
52.25
51.25
51.25
52.25
52.25
51.25
52.25
51.25
52.25
51.25
52.25
51.25
55.32
55.29
56.61
58.98
53.36
52.91
53.19
51.75
58.65
58.19
59.11
51.77
51.41
53.30
53.34
53.37
56.38
59.30
60.44
61.80
61.53
56.26
57.23
63.73
63.34
62.78
61.80
68.31
68.29
69.07
69.68
69.79
69.68
70.09
68.29
67.88
67.08
66.79
67.76
65.41
64.68
63.73
63.63
64.25
63.84
57.70
57.52
59.20
59.59
63.84
64.68
66.79
67.08
68.06
57.62
58.01
58.26
57.79
58.54
68.32
65.90
60.87
62.61
62.19
60.74
60.13
58.91
59.30
58.30
58.30
59.59
58.30
59.92
LOT 1
LOT 6
LOT 9
LOT 6
LOT 2
LOT 10
LOT 8
LOT 1
LOT 3
LOT 7
LOT 4
LOT 5
LOT 4 LOT 3 LOT 2 LOT 1
LOT 1
LOT 2
LOT 6
LOT 5
LOT 1
LOT 2
LOT 4
LOT 6
LOT 5
LOT 4
LOT 1
LOT 2
LOT 3
LOT 8
LOT 6
LOT 7
LOT 10
LOT 9
LOT 5
LOT 4
LOT 1
LOT 2
LOT 7
LOT 12
LOT 9
LOT 2
LOT 1
LOT 1
TRACT L
LOT 14
LOT 13
LOT 12
LOT 10 LOT 11
LOT 2 LOT 4
LOT 3
LOT 1
LOT 18
LOT 15 LOT 16
LOT 8
LOT 7
LOT 6
LOT 5
LOT 6
LOT 10
LOT 3
LOT 12
LOT 11
LOT 9
LOT 1
LOT 2
LOT 4
LOT 8
LOT 7
LOT 5
LOT 10
LOT 8
LOT 3
LOT 1
LOT 2
LOT 4
LOT 12
LOT 11
LOT 9
LOT 5
LOT 7
LOT 1
LOT 7
LOT 4
LOT 3
LOT 2
LOT 5
LOT 6
LOT 8
LOT 10
LOT 11
LOT 14
LOT 13
LOT 9
LOT 8
LOT 1
LOT 1
LOT 2
LOT 3
LOT 1
LOT 2
TRACT M
TRACT B
LOT 3
LOT 3
TRACT P
61.42
58.91
65.89
68.07
70.09
69.95
69.13
66.36
66.79
67.17
67.69
67.76
67.39
67.94
65.67
58.37
58.26
59.08
59.59
54.61
55.73
55.55
55.55
55.36
56.92
53.85
57'
ROW
36'
-
16'
ROW
16'
ROW
57'
ROW
36'
-
20'
ROW
16'
ROW
20'
ROW
20'
ROW
20'
ROW
57'
ROW
36'
-
36'
-
115'
ROW
65'
-
20'
ROW
CITY OF FORT COLLINS
300 LAPORTE AVE
FORT COLLINS, CO 80521
BLOCK 22
BLOCK 21
BLOCK 28
BLOCK 45
BLOCK 42
BLOCK 29
BLOCK 31
BLOCK 30
TRACT M
MERGANSER
STREET B
STREET D
STREET E
STREET E
ALLEY 8 ALLEY 8
ALLEY 9
ALLEY 12
STREET G
ALLEY 16
ALLEY 22
ALLEY 23
ALLEY 24
STORM DRAIN
STORM DRAIN
STORM DRAIN
STORM DRAIN
STORM DRAIN
STORM DRAIN
STORM DRAIN
STORM DRAIN
SUNIGA DRIVE
BLOCK 20
BLOCK 18
BLOCK 4
BLOCK 16
BLOCK 19
BLOCK 32
BLOCK 18
FES
STORM DRAIN
STORM DRAIN
STORM DRAIN
STORM DRAIN
STORM DRAIN
INLET (2)
OVERFLOW
OUTFALL
OVERFLOW
OUTFALL
FES
INLET
INLET
FES
INLET
INLET
OVERFLOW OUTFALL
INLET
POND OUTFALL
FES
OVERFLOW
OUTFALL
STORM DRAIN
STORM DRAIN
BIO-SWALE
W/ UNDERDAIN
INLET
STORM DRAIN
STORM MH (TYP.)
FES
FES
OVERFLOW
OUTFALL
No. Revisions:
By: Date:
REVIEWED BY:
C. SNOWDON
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/18/18
PROJECT:
1496-001
Sheet
THRIVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/18/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 47
KEYMAP
R
R
SUNIGA DRIVE
N SUMMITVIEW DR
C3.03
GRADING PLAN
B. MATHISEN
M. KUEHNEL
1"=50'
NORTH
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
22
LEGEND:
5013
93
ST
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE
OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL
BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER
SURVEY INFORMATION.
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER
SPOTS ARE FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM
ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE
DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM;
NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK
REFERENCES.
7. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN
A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE
CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER
ZONE.
36.25
(36.25)
PROPOSED SLOPES 2.0%
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
NOTES:
PEDESTRIAN ACCESS RAMP
PROPOSED CONCRETE
CROSS PAN (TYP.)
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
MATCHLINE-SEE SHEET C3.05 Environmental Planner
MATCHLINE-SEE SHEET C3.02
MATCHLINE-SEE SHEET C3.01
MATCHLINE-SEE SHEET C3.06
MATCHLINE-SEE SHEET C3.04
C3.01
C3.02
C3.03
C3.04
C3.05 C3.06
79.23
79.71
80.09
79.49
81.15
81.65
80.09
80.42
78.48
80.08
77.58
76.51
76.95
71.62
70.71
72.94
65.50
64.50
66.42
65.75
64.50
65.04
66.38
64.50
64.50
68.78
64.50
64.50
69.18
69.18
69.18
69.18
68.24
67.77
69.22
67.74
68.31
68.29
69.07
69.68
69.45
69.79
69.68
69.45
69.00
70.09
71.56
71.62
80.99
80.80
80.41
80.38
79.43
77.19
76.81
76.51
77.66
76.69
78.35
76.93
77.33
68.29
67.88
67.08
66.79
67.76
68.82
73.42
73.12
73.36
73.32
72.50
71.70
72.40
72.19
72.13
71.83
71.22
70.86
70.07
69.72
68.99
67.32
65.41
64.68
64.25
67.85
68.10
67.29
67.51
61.89
61.61
67.76
63.62
63.57
63.44
63.17
65.91
67.07
69.80
69.56
67.89
63.73
63.63
64.25
63.84
57.70
57.52
63.84
64.68
66.79
67.08
68.06
68.32
72.31
74.39
73.50
73.22
71.26
70.21
69.16
67.81
67.54
68.94
LOT 1
LOT 6
LOT 5
LOT 1
LOT 2
LOT 4
LOT 6
LOT 5
LOT 4
LOT 6
LOT 7
LOT 5
LOT 19 LOT 17 LOT 16
LOT 11
LOT 10
LOT 1 LOT 9
LOT 3
LOT 4
TRACT S
LOT 6
LOT 5
LOT 3
LOT 2
LOT 18
LOT 3
LOT 9
TRACT V LOT 20
LOT 14 LOT 15 LOT 16 LOT 17 LOT 19
LOT 2
LOT 1
LOT 3
LOT 4
LOT 5
LOT 5 TRACT T
LOT 4
LOT 6
LOT 4
LOT 1
LOT 3
LOT 1
LOT 2
LOT 13
LOT 15
LOT 14
LOT 11
LOT 12
LOT 7
LOT 8 LOT 9 LOT 10 LOT 11
LOT 3 LOT 4 LOT 5 LOT 6
LOT 14 LOT 15 LOT 16 LOT 17 LOT 18
LOT 1
LOT 2
LOT 21
LOT 19
LOT 24
LOT 20
LOT 22
LOT 29
LOT 26
LOT 27
LOT 28
LOT 31
LOT 30
LOT 25
LOT 23
LOT 11
LOT 7 LOT 13
LOT 10
LOT 8
LOT 1
LOT 4 LOT 5 LOT 6
LOT 2
LOT 21
LOT 11 LOT 15
TRACT W
LOT 22 LOT 23
LOT 19
LOT 14 LOT 17
LOT 16
LOT 10
LOT 13
LOT 5 LOT 6 LOT 7 LOT 8 LOT 9
LOT 1
LOT 2
LOT 3 LOT 18 LOT 20
LOT 12
LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18
LOT 3 LOT 7 LOT 8 LOT 9
LOT 10 LOT 12
LOT 4 LOT 5 LOT 6
LOT 1
LOT 2
LOT 2
LOT 1
LOT 5
LOT 4
TRACT X
LOT 2 LOT 15
LOT 11 LOT 17
LOT 12 LOT 13 LOT 14 LOT 16
LOT 4 LOT 6 LOT 8 LOT 9
LOT 3 LOT 5 LOT 7
LOT 1
LOT 12 LOT 13
LOT 18
LOT 4
LOT 12
LOT 11
LOT 10
LOT 3
LOT 1
LOT 3
LOT 2
LOT 2
LOT 3
LOT 3
65.89
68.07
68.95
70.02
71.28
72.67
74.04
72.86
75.86
71.77
70.68
72.59
73.42
74.23
75.05
75.87
76.66
77.58
78.48
79.40
80.22
81.03
80.93
80.51
80.07
80.15
80.51
80.93
81.03
80.21
79.40
76.67
75.85
75.03
74.22
73.40
72.58
72.06
71.23
71.02
71.69
72.43
73.16
73.90
74.63
75.37
76.09
76.92
77.73
78.57
79.31
80.04
80.60
80.82
81.86
81.99
81.77
81.26
80.39
79.72
79.19
78.56
77.86
75.81
75.26
74.39
80.02
78.68
80.68
80.82
80.60
80.04
79.31
78.57
77.73
76.92
76.11
75.37
74.63
73.90
73.01
72.20
71.24
70.09
69.95
69.13
66.36
66.79
67.17
67.69
67.76
68.24
68.79
68.82
69.42
69.87
70.33
70.78
71.24
71.56
71.82
72.04
72.39
72.97
73.30
73.56
73.78
74.13
74.58
75.04
75.49
75.95
76.41
76.93
76.25
67.39
67.94
68.46
68.96
69.54
70.18
70.72
71.25
71.78
72.37
72.96
73.56
74.09
74.63
75.16
75.69
76.28
66.64
66.35
66.01
65.67
67.08
67.52
68.01
68.50
70.50
72.17
71.91
72.12
72.23
72.44
76.62
76.60
77.19
77.79
78.20
78.59
79.43
79.64
71.78
73.12
73.07
73.13
72.50
72.82
71.63
68.98
67.32
65.25
71.78
73.57
74.45
65.91
65.37
64.56
64.29
62.82
63.03
60.92
61.03
61.67
61.86
62.45
62.25
62.17
64.56
64.99
61.20
60.92
62.25
62.20
59.08
59.59
57'
ROW
36'
-
57'
ROW
36'
-
16'
ROW
16'
ROW
57'
ROW
36'
-
57'
ROW
36'
-
16'
ROW
16'
ROW 16'
ROW
16'
ROW
20'
ROW
16'
ROW
20'
ROW
18'
-
18'
-
66'
ROW
57'
ROW
36'
-
20'
ROW
K AND M COMPANY
PO BOX 449
FORT COLLINS, CO 80522
BLOCK 27
BLOCK 45
BLOCK 43
BLOCK 42
TRACT M
BLOCK 45
BLOCK 45
BLOCK 44
BLOCK 42
BLOCK 41
BLOCK 40
BLOCK 39 BLOCK 38 BLOCK 37
BLOCK 36
TRACT U
BLOCK 31
BLOCK 30
BLOCK 35 BLOCK 34
BLOCK 34
TRACT M
TIMBERLINE ROAD
STREET B
STREET C STREET C
STREET C
STREET D
STREET D
ALLEY 4
ALLEY 8
ALLEY 8
ALLEY 8
ALLEY 5
ALLEY 6
ALLEY 7
ALLEY 9
ALLEY 9
ALLEY 9
ALLEY 10
ALLEY 10
ALLEY 11
ALLEY 13
STORM DRAIN
STORM DRAIN
STORM DRAIN
OVERFLOW
OUTFALL
FES
FES
STORM
DRAIN
INLET INLET
INLET
No. Revisions:
By: Date:
REVIEWED BY:
C. SNOWDON
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/18/18
PROJECT:
1496-001
Sheet
THRIVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/18/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 47
KEYMAP
R
R
SUNIGA DRIVE
N SUMMITVIEW DR
C3.02
GRADING PLAN
B. MATHISEN
M. KUEHNEL
1"=50'
NORTH
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
21
LEGEND:
5013
93
ST
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE
OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL
BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER
SURVEY INFORMATION.
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER
SPOTS ARE FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM
ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE
DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM;
NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK
REFERENCES.
7. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN
A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE
CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER
ZONE.
36.25
(36.25)
PROPOSED SLOPES 2.0%
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
NOTES:
PEDESTRIAN ACCESS RAMP
PROPOSED CONCRETE
CROSS PAN (TYP.)
MATCHLINE-SEE SHEET C3.04
MATCHLINE-SEE SHEET C3.03
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Planner
MATCHLINE-SEE SHEET C3.01
C3.01
C3.02
C3.03
C3.04
C3.05 C3.06
64.34
63.83
53.10
53.84
63.54
63.67
57.25
56.87
56.85
56.91
57.57
60.70
57.86
56.16
58.00
58.98
58.00
52.80
58.94
57.84
57.64
54.65
54.05
55.22
54.05
55.40
54.05
54.32
54.24
54.54
56.02
56.04
54.05
54.05
54.05
54.05
54.19
54.92
53.67
53.66
52.34
52.33
???
???
52.30
52.21
52.57
52.69
???
???
70.71
72.94
65.50
64.50
66.42
65.75
64.50
65.04
66.38
64.50
64.50
68.78
64.50
64.50
69.18
69.18
69.18
69.18
68.24
67.77
69.22
67.74
68.31
68.29
69.07
69.68
69.45
69.79
69.68
69.45
69.00
70.09
68.29
67.88
67.08
66.79
67.76
66.79
67.08
68.06
57.79
58.54
68.32
65.90
65.86
60.87
62.61
62.19
60.74
60.13
58.91
58.30
59.30
59.30
58.30
58.30
59.59
58.30
59.92
58.30
61.00
60.56
60.88
61.02
62.41
63.11
65.02
65.87
65.73
67.63
68.95
72.78
78.08
78.04
69.82
71.01
72.40
74.99
76.70
79.36
78.40
78.13
77.05
75.72
76.29
74.31
72.90
71.49
70.08
68.67
67.26
72.31
74.39
73.50
73.22
71.26
70.21
69.16
67.81
67.54
68.94
LOT 9
LOT 10
LOT 8
LOT 11
LOT 17
LOT 16
LOT 15
LOT 14
LOT 5
LOT 8
LOT 10
LOT 9
LOT 7
LOT 3 LOT 2 LOT 1
LOT 6
LOT 4
LOT 13
LOT 12
LOT 12
LOT 10 LOT 11
LOT 8
LOT 12
LOT 7
LOT 3
LOT 6
LOT 7
LOT 5
LOT 4
LOT 1
LOT 2
LOT 2 LOT 5
LOT 7
LOT 12
LOT 1 LOT 3 LOT 6
LOT 13
LOT 14
LOT 18
LOT 9
LOT 6 LOT 15
LOT 5 LOT 16
LOT 4 LOT 17
LOT 2
LOT 20
LOT 3
LOT 19
LOT 9
LOT 7
LOT 1
LOT 2
LOT 6
LOT 4
LOT 3
LOT 8
LOT 6
LOT 5
LOT 1
LOT 2
LOT 3
LOT 2
LOT 1
LOT 3
LOT 4
LOT 5
LOT 4
LOT 10
LOT 11
LOT 14
LOT 13
LOT 9
LOT 8
LOT 3
LOT 1
LOT 2
LOT 3
LOT 1
LOT 2
LOT 2
LOT 1
TRACT P
LOT 4
LOT 1
TRACT O
LOT 5
76.29
73.92
72.51
70.08
68.67
67.26
65.87
63.47
63.11
64.32
65.52
66.99
68.56
70.14
71.71
73.29
75.34
76.45
66.74
64.78
65.09
63.45
63.48
62.91
62.67
61.88
61.42
58.91
65.89
68.07
68.95
70.02
71.28
72.67
74.04
72.86
75.86
65.95
67.42
69.31
71.36
73.41
75.46
77.51
79.37
80.68
81.50
70.68
71.02
70.09
69.95
69.13
66.36
66.79
67.17
67.69
67.76
67.39
67.94
54.61
53'
ROW
30'
-
57'
ROW
36'
-
57'
ROW
36'
-
57'
ROW
36'
-
16'
ROW
16'
ROW
16'
ROW
16'
ROW
16'
ROW
20'
ROW
57'
ROW
36'
-
PARKER LAND INVESTMENTS LLC
9162 KENWOOD CT
HIGHLANDS RANCH, CO 801263425
POUDRE SCHOOL DISTRICT
2407 LAPORTE AVE
FORT COLLINS, CO 80521
K AND M COMPANY
PO BOX 449
FORT COLLINS, CO 80522
K AND M COMPANY
PO BOX 449
FORT COLLINS, CO 80522
BLOCK 23 BLOCK 24
BLOCK 25
BLOCK 26
BLOCK 27
BLOCK 28
BLOCK 22
BLOCK 28
BLOCK 45
BLOCK 43
BLOCK 42
BLOCK 29
TRACT M
TRACT M
STREET B
STREET B
STREET E
STREET F
STREET F
ALLEY 12
ALLEY 13
ALLEY 13
STORM DRAIN
STORM DRAIN
STORM DRAIN
STORM DRAIN
FES
STORM DRAIN
STORM DRAIN
INLET (2)
OVERFLOW
OUTFALL
FES
STORM DRAIN
INLET (2)
OVERFLOW
OUTFALL
OVERFLOW
OUTFALL
FES
No. Revisions:
By: Date:
REVIEWED BY:
C. SNOWDON
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/18/18
PROJECT:
1496-001
Sheet
THRIVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/18/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 47
KEYMAP
R
R
SUNIGA DRIVE
N SUMMITVIEW DR
C3.01
GRADING PLAN
B. MATHISEN
M. KUEHNEL
1"=50'
NORTH
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
MATCHLINE-SEE SHEET C3.03
MATCHLINE-SEE SHEET C3.02
20
LEGEND:
5013
93
ST
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE
OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL
BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER
SURVEY INFORMATION.
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER
SPOTS ARE FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM
ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE
DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM;
NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK
REFERENCES.
7. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN
A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE
CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER
ZONE.
36.25
(36.25)
PROPOSED SLOPES 2.0%
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
NOTES:
PEDESTRIAN ACCESS RAMP
PROPOSED CONCRETE
CROSS PAN (TYP.)
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Planner
C3.01
C3.02
C3.03
C3.04
C3.05 C3.06
TEST
STA
W
VAULT
ELEC
V.P.
WV
VAULT
ELEC
WV
WV
WV
V.P.
ELEC
ELEC
E
GAS T
VAULT
ELEC
VAULT C
ELEC
SS
SS
SS
SS
SS
SS
E
TH
TH
TH
TH
TH
TH
TH
TH
TH
TH
TH
TH
TH
TH
TH
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
OHE OHE OHE OHE OHE
OHE
OHE
OHE OHE OHE OHE OHE
H
Y
D
G G G G G G G G G G G G G G
G G G G
W
W
W
W W W
W
W W W W W W W
W
W
W W W
W
TELE W
GAS
TELE
R R
H2O
WV
WV
WV
H2O
WV WV WV S
W
SS
W
W
IRR
IRR
W W W W
W W W
W W
W W
W
H
2O
GAS
GAS
H2O
IRR
D D
D
W
W W
W W W W W W W
W W
W W
W W W W W W
W
W
W
W
W
W
W
W
TIMBERLINE ROAD
BULL RUN APARTMENTS
K AND M COMPANY
PO BOX 449
FORT COLLINS, CO 80522
PARKER LAND INVESTMENTS LLC
9162 KENWOOD CT
HIGHLANDS RANCH, CO 801263425
WEISS DONALD D/ BEVERLY A
1924 E. VINE DR.
FORT COLLINS, CO 80524
POUDRE SCHOOL DISTRICT
2407 LAPORTE AVE
FORT COLLINS, CO 80521
CITY OF FORT COLLINS
300 LAPORTE AVE
FORT COLLINS, CO 80521
BULL RUN LTD PARTNERSHIP
5575 DTC PKWY STE 250
GREENWOOD VILLAGE, CO 80111
DIVISION SEVEN SYSTEMS
8 GIBBS RD
LARAMIE, WY 80207
OPPIE VERA N
PO BOX 302
LAPORTE, CO 80535
K AND M COMPANY
PO BOX 449
WEISS DONALD D/ BEVERLY A FORT COLLINS, CO 80522
1924 E. VINE DR.
FORT COLLINS, CO 80524
K AND M COMPANY
PO BOX 449
FORT COLLINS, CO 80522
TIMBERVINE FARM
LIMITED PARTNERSHIP
PO BOX 272546
FORT COLLINS, CO 80527
VOICE OF TRUTH TABERNACLE
1132 SAWTOOTH OAK CT
FORT COLLINS, CO 80525
RYK JOE
1506 GLEN HAVEN DR.
FORT COLLINS, CO 80526
HOLTER GEORGE A
3509 S MASON ST
FORT COLLINS, CO 80525
PLOOG BARRY L
PO BOX 967
BOULDER, CO 80306
JONES LEONARD L
& ROMA K
2616 E. VINE DR
FORT COLLINS, CO 80524
MARK WHITE
132 JENNINGS LN
JOHNSTOWN, CO 80534
UD
UD
UD
IRR
IRR IRR
IRR
IRR IRR IRR IRR
IRR IRR
UD
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
TIMBERLINE ROAD
OLD VINE DRIVE
BLOCK 23
BLOCK 24
BLOCK 25
BLOCK 26
BLOCK 27
BLOCK 22
BLOCK 21
BLOCK 20
BLOCK 29
BLOCK 28
BLOCK 45
BLOCK 43
BLOCK 42
BLOCK 41
BLOCK 40
BLOCK 38 BLOCK 37
BLOCK 36
BLOCK 39
BLOCK 34
BLOCK 32
BLOCK 35
BLOCK 34
BLOCK 45
BLOCK 44
BLOCK 34
BLOCK 30
BLOCK 31
BLOCK 32
BLOCK 33
BLOCK 18
BLOCK 17
BLOCK 19
BLOCK 16
BLOCK 2 BLOCK 4
BLOCK 3
BLOCK 1
BLOCK 5
BLOCK 6 BLOCK 7 BLOCK 8
BLOCK 9
BLOCK 15
BLOCK 14 BLOCK 13
BLOCK 12
BLOCK 10 BLOCK 11
TRACT M
TRACT A TRACT G
PROPOSED
STORM DRAIN
BLOCK 28
STREET A
STREET B
STREET B
STREET C
STREET C
STREET D
STREET D
STREET E
STREET E
STREET E
STREET F
STREET F
ALLEY 2
ALLEY 1
ALLEY 3
ALLEY 4
ALLEY 4
ALLEY 8
ALLEY 8 ALLEY 8
ALLEY 8
ALLEY 5
ALLEY 6
ALLEY 7
ALLEY 9
ALLEY 9
ALLEY 9
ALLEY 12
ALLEY 10
ALLEY 10
ALLEY 11
ALLEY 13
ALLEY 13
STREET G
STREET G
STREET H
STREET H
STREET H
ALLEY 15
ALLEY 15
ALLEY 16
ALLEY 16
ALLEY 16 ALLEY 16
ALLEY 17
ALLEY 18
ALLEY 19
ALLEY 20
ALLEY 21
ALLEY 16
ALLEY 22
ALLEY 23
ALLEY 24
ALLEY 25
SUNIGA DRIVE
No. Revisions:
By: Date:
REVIEWED BY:
C. SNOWDON
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/18/18
PROJECT:
1496-001
Sheet
THRIVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/18/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 47
KEYMAP
R
R
SUNIGA DRIVE
N SUMMITVIEW DR
C3.00
OVERALL GRADING PLAN
B. MATHISEN
M. KUEHNEL
1"=150'
NORTH
( IN FEET )
0
1 INCH = 150 FEET
150 150 300 450
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
Know what'sbelow.
Call before you dig.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Planner
LEGEND:
5013
93
ST
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE
OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL
BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER
SURVEY INFORMATION.
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER
SPOTS ARE FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM
ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE
DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM;
NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK
REFERENCES.
7. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN
A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE
CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER
ZONE.
36.25
(36.25)
PROPOSED SLOPES 2.0%
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
NOTES:
PEDESTRIAN ACCESS RAMP
PROPOSED CONCRETE
CROSS PAN (TYP.)
C3.01
C3.02
C3.03
C3.04
C3.05 C3.06
D
W
W W W
W W
W W W W
W
W
W
W W
GAS
WV WV WV S
W
SS SS SS
W W W W W W W W W
8" PVC WATER
8" PVC WATER
8" PVC WATER
54.39 LF 8" PVC
R=300.00'
8" PVC WATER
8" PVC WATER
8''x8'' TEE w/TB
& 3-8" GV (N,E,W)
N:134991.74
E:206315.78
8''x8'' TEE w/TB
N:134990.68
E:206309.57
8''x8'' TEE w/TB
& 1-8" GV (N,E)
N:135117.72
E:206294.36
CAP w/TB
N:135189.83
E:206282.09
8''x8'' TEE w/TB
& 2-8" GV (N,E)
N:134676.02
E:206296.69
8''x8'' TEE w/TB
& 2-8" GV (N,E)
N:134673.54
E:206489.57
8''x8'' TEE w/TB
& 2-8" GV (E,N)
N:135020.93
E:206487.41
8''x8'' TEE w/TB
& 2-8" GV (N,S)
N:135018.43
E:206665.76
8''x6" SWIVEL TEE
w/TB & 6" GV
N:135018.19
E:206684.26
90° BEND w/TB
N:135180.65
E:206662.45
CONNECT TO EXISTING
12" ELCO WATER MAIN
N:135016.66
E:206803.03
CONNNECT TO EXISTING
12" ELCO WATER MAIN
N:135017.49
E:206803.71
9' UTILITY EASEMENT 9' UTILITY EASEMENT
8' UTILITY EASEMENT 8' UTILITY EASEMENT
8' UTILITY EASEMENT
9' UTILITY EASEMENT
8' UTILITY EASEMENT
8' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
8' UTILITY EASEMENT
8' UTILITY EASEMENT
8' UTILITY EASEMENT
8' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
8' UTILITY EASEMENT
SSMH A2-6
INV. OUT=4947.40 (S)
FG=4958.50
SSMH A2-1.5
INV. OUT=4947.23 (W)
FG=4959.10
SSMH A2-5
INV. IN=4945.79 (N)
INV. OUT=4945.59 (S)
FG=4957.99
SSMH A2-1.4
INV. IN=4944.49 (E)
INV. OUT=4944.29 (W)
FG=4957.27
SSMH A2-2.1
INV. OUT=4943.98 (S)
FG=4954.34
SSMH A2-4
INV. IN=4942.44 (N)
INV. OUT=4942.24 (SW)
FG=4953.86
SSMH A2-3
INV. IN=4942.03 (NE)
INV. OUT=4941.83 (W)
FG=4953.31
SSMH A2-1.3-1
INV. OUT=4943.27 (S)
FG=4952.87
SSMH A2-1.3
INV. IN=4942.77 (N)
INV. IN=4942.77 (E)
INV. OUT=4942.57 (S)
FG=4952.26
SSMH A2-2
INV. IN=4941.02 (E)
INV. IN=4941.02 (N)
INV. OUT=4940.82 (W)
FG=4950.98
SSMH A2-1.2
INV. IN=4941.96 (N)
INV. OUT=4941.76 (S)
FG=4951.10
SSMH A2-1.1
INV. IN=4941.50 (N)
INV. OUT=4941.30 (S)
FG=4950.70
SSMH A2-1
INV. IN=4939.85 (E)
INV. IN=4939.85 (N)
INV. OUT=4939.65 (W)
SSMH A1 FG=4948.05
INV. IN=4938.64 (N)
INV. OUT=4938.44 (SE)
FG=4947.60
SSMH A2
INV. IN=4939.10 (W)
INV. IN=4939.10 (E)
INV. OUT=4938.90 (S)
FG=4946.91
EXMH A
INV. IN=4938.04 (NW)
INV. IN=4936.11 (E)
INV. OUT=4935.77 (SW)
FG=4948.20
160.18 LF 12" PVC @ 0.25%
105.69 LF 12" PVC @ 0.25%
109.85 LF 8" PVC @ 0.50%
192.90 LF 8" PVC @ 0.50%
162.00 LF 8" PVC @ 0.50%
42.01 LF 8" PVC @ 0.50%
286.26 LF 8" PVC @ 1.10%
295.75 LF 8" PVC @ 1.00%
289.15 LF 8" PVC @ 0.50%
52.52 LF 8" PVC @ 0.50%
121.43 LF 8" PVC @ 0.50%
49.08 LF 8" PVC @ 1.02%
304.84 LF 8" PVC @ 0.50% 152.17 LF 8" PVC @ 1.80%
161.16 LF 8" PVC @ 1.00%
EXMH B
INV. IN=4941.34 (N)
INV. IN=4941.34 (E)
INV. OUT=4941.34 (S)
FG=4960.68
SSMH B1
INV. IN=4941.88 (N)
INV. OUT=4941.68 (S)
FG=4960.16
67.04 LF 8" PVC @ 0.50%
338.30 LF 8" PVC @ 0.50%
14" PVC WATER
8" PVC WATER
8" PVC WATER
8" PVC WATER
8" PVC WATER
8" PVC WATER
STREET E
STREET G
STREET G
STREET H
STREET H
ALLEY 16
ALLEY 16
ALLEY 20
ALLEY 21
ALLEY 16
ALLEY 22
ALLEY 23
SUNIGA DRIVE
8' UTILITY EASEMENT
8' UTILITY EASEMENT
8''x6" SWIVEL TEE
w/TB & 6" GV
N:134671.78
E:206626.30
FIRE HYDRANT
ASSEMBLY
N:134679.78
E:206626.40
BULL RUN LTD PARTNERSHIP
5575 DTC PKWY STE 250
GREENWOOD VILLAGE, CO 80111
DIVISION SEVEN SYSTEMS
8 GIBBS RD
LARAMIE, WY 80207
OPPIE VERA N
PO BOX 302
LAPORTE, CO 80535
65' -
115' ROW
65' -
130' ROW
20' ROW
FIRE HYDRANT
ASSEMBLY
N:134973.22
E:206393.28
8''x6" SWIVEL TEE
w/TB & 6" GV
N:135004.03
E:206388.04
20' ROW
FIRE HYDRANT
ASSEMBLY
N:135194.90
E:206745.81
8" to 6" REDUCER
w/ 6" GV
N:135193.32
E:206736.58
20' ROW
16' ROW
18' -
STORM DRAIN
INLET
INLET
60" HDPE
FES
INLET
INLET
MH TO CONNECT
TO EXISTING 60"
STORM DRAIN
BLOCK 18
BLOCK 17 BLOCK 19
BLOCK 16
BLOCK 15
BLOCK 14
BLOCK 14
BLOCK 13
BLOCK 12
BLOCK 11
TRACT G
TRACT I
TRACT H
TRACT M
KEYMAP
R
R
SUNIGA DRIVE
N SUMMITVIEW DR
No. Revisions:
By: Date:
REVIEWED BY:
C. SNOWDON
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/18/18
PROJECT:
1496-001
Sheet
THRIVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/18/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 47
C2.06
UTILITY PLAN
B. MATHISEN
M. KUEHNEL
1"=50'
NORTH
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
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
Know what'sbelow.
Call before you dig.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Planner
MATCHLINE-SEE SHEET C2.05
MATCHLINE-SEE SHEET C2.03 MATCHLINE-SEE SHEET C2.04
MATCHLINE-SEE SHEET C2.03
C2.01
C2.02
C2.03
C2.04
C2.05 C2.06
14" W
LEGEND:
5013
93
UD
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE
OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL
BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER
SURVEY INFORMATION.
3. ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY
WATER DISTRICT (ELCO) STANDARD CONSTRUCTION SPECIFICATIONS,
LATEST EDITION.
4. ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITARY SEWER
DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
5. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY
REPRESENTED AND ARE NOT TO SCALE.
6. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT
LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE
UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD.
7. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION
BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES.
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
EDGE OF GRAVEL
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM INLET
PROPOSED STORM SEWER
PROPOSED UNDERDRAIN
PROPOSED RIGHT OF WAY
NOTES:
EXISTING SANITARY SEWER SS
PROPOSED SANITARY SEWER
S
EXISTING WATER LINE W
PROPOSED 14" WATER LINE
PROPOSED 12" WATER LINE 12" W
PROPOSED 8" WATER LINE 8" W
ELEC
H
Y
F D
E
S
PROPOSED FIRE HYDRANT
EXISITNG ELECTRIC BOX
EXISTING FIRE HYDRANT
EXISTING FES
EXISTING WATER VALVE
WV
PROPOSED BUTTERFLY VALVE
PROPOSED WATER VALVE
EXISTING STORM SEWER ST
W W W
W W
W
W W W W W W W W W W W W W W
W W W W W W W W
W
8" PVC WATER
8" PVC WATER
8" PVC WATER
24.45 LF 8" PVC
R=300.00'
8" PVC WATER
8" PVC WATER
8" PVC WATER
8" PVC WATER
8" PVC WATER
8" PVC WATER
FIRE HYDRANT
ASSEMBLY
N:135146.01
E:205977.12
8'' TO 6'' REDUCER
w/ 6" GV
N:135138.39
E:205978.42
90° BEND w/TB
N:135053.41
E:205566.12
8''x8'' TEE w/TB
& 2 - 8" GV (N,E)
N:134916.06
E:205564.39
CONNECT TO
EXISTING 14" AC
ELCO WATER MAIN
N:134959.73
E:205396.43
14''x14'' TEE w/TB
1 - 14" BFV (S),
14" TO 8" REDUCER,
& GV (E)
N:134917.24
E:205471.01
14''x8'' TEE w/TB
& 1-8" GV (N),
1-BFV (E)
N:134684.33
E:205651.70
8''x8'' TEE w/TB
& 2-8" GV (S,E)
N:134914.92
E:205654.67
8''x8'' TEE w/TB
& 2-8" GV (E, S)
N:134912.15
E:205835.54
14''x8'' TEE w/TB
& 1-8" GV (N),
1-BFV (E)
N:134681.98
E:205833.57
14''x8'' TEE w/TB
& 1-8" GV (N),
1-BFV (E)
N:134679.45
E:206030.80
8''x8'' TEE w/TB
& 1-8" GV (S)
N:134942.79
E:206027.95
8''x8'' TEE w/TB
& 1-8" GV (N)
N:134945.89
E:206016.36
8''x8'' TEE w/TB
& 2-8" GV (S,W)
N:135075.66
E:205989.09
8''x8'' TEE w/TB
& 3-8" GV (N,E,W)
N:134991.74
E:206315.78
8''x8'' TEE w/TB
N:134990.68
E:206309.57
8''x8'' TEE w/TB
& 1-8" GV (N,E)
N:135117.72
E:206294.36
CAP w/TB
N:135189.83
E:206282.09
8''x8'' TEE w/TB
& 2-8" GV (N,E)
N:134676.02
E:206296.69
14''x14'' TEE w/TB
1 - 14" BFV (S),
14" TO 8" REDUCER,
& GV (E)
N:134677.99
E:206143.87
CONNECT TO EXISTING
14" AC ELCO WATER MAIN
14''x14'' TEE w/TB
& 2-8" BFV (N,W)
N:134344.62
E:206139.52
8' UTILITY EASEMENT
8' UTILITY EASEMENT
8' UTILITY EASEMENT 8' UTILITY EASEMENT 8' UTILITY EASEMENT
8' UTILITY EASEMENT
9' UTILITY EASEMENT
8' UTILITY EASEMENT
8' UTILITY EASEMENT
9' UTILITY EASEMENT 9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
8' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
8' UTILITY EASEMENT
9' UTILITY EASEMENT
SSMH A2-1.3-1
INV. OUT=4943.27 (S)
FG=4952.87
SSMH A3-5
INV. OUT=4943.82 (E)
FG=4952.99
SSMH A8-3
INV. OUT=4944.60 (W)
FG=4952.97
SSMH A8-2.1
INV. OUT=4944.27 (S)
FG=4952.92
SSMH A8-2
INV. IN=4943.98 (E)
INV. IN=4943.98 (N)
INV. OUT=4943.78 (S)
FG=4952.63
SSMH A2-1.3
INV. IN=4942.77 (N)
INV. IN=4942.77 (E)
INV. OUT=4942.57 (S)
FG=4952.26
SSMH A3-4
INV. IN=4943.05 (W)
INV. OUT=4942.85 (E)
FG=4951.65
SSMH A8
INV. IN=4942.43 (W)
INV. IN=4942.43 (E)
INV. OUT=4942.23 (S)
FG=4951.64
SSMH A8-1
INV. IN=4943.10 (N)
INV. OUT=4942.90 (W)
FG=4951.62
SSMH A9
INV. OUT=4942.58 (E)
FG=4950.84
SSMH A5-1
INV. OUT=4941.67 (S)
FG=4951.18
SSMH A3-3.1
INV. OUT=4942.61 (S)
FG=4951.10
SSMH A2-1.2
INV. IN=4941.96 (N)
INV. OUT=4941.76 (S)
FG=4951.10
SSMH A2-1.1
INV. IN=4941.50 (N)
INV. OUT=4941.30 (S)
FG=4950.70
SSMH A7
INV. IN=4941.73 (N)
INV. OUT=4941.53 (SE)
FG=4950.54
SSMH A6
INV. IN=4941.42 (NW)
INV. OUT=4941.22 (E)
FG=4950.33
SSMH A3-3
INV. IN=4942.31 (W)
INV. IN=4942.31 (N)
INV. OUT=4942.11 (S)
FG=4950.39
SSMH A4-1
INV. OUT=4941.09 (S)
FG=4950.22
SSMH A5
INV. IN=4940.84 (N)
INV. IN=4940.84 (W)
INV. OUT=4940.64 (E)
FG=4949.44
SSMH A3-2
INV. IN=4941.55 (N)
INV. OUT=4941.35 (SE)
FG=4949.34
SSMH A3-1
INV. IN=4941.08 (NW)
INV. OUT=4940.88 (S)
FG=4949.25
SSMH A4
INV. IN=4940.19 (N)
INV. IN=4940.19 (W)
INV. OUT=4939.99 (E)
FG=4948.44
SSMH A2-1
INV. IN=4939.85 (E)
INV. IN=4939.85 (N)
INV. OUT=4939.65 (W)
FG=4948.05
SSMH A3
INV. IN=4939.69 (N)
INV. IN=4939.49 (W)
INV. OUT=4939.49 (E)
FG=4947.35
SSMH A1
INV. IN=4938.64 (N)
INV. OUT=4938.44 (SE)
FG=4947.60
SSMH A2
INV. IN=4939.10 (W)
INV. IN=4939.10 (E)
INV. OUT=4938.90 (S)
FG=4946.91
EXMH A
INV. IN=4938.04 (NW)
INV. IN=4936.11 (E)
INV. OUT=4935.77 (SW)
FG=4948.20
160.18 LF 12" PVC @ 0.25%
105.69 LF 12" PVC @ 0.25%
156.05 LF 12" PVC @ 0.25%
236.77 LF 8" PVC @ 0.50%
52.42 LF 8" PVC @ 0.50%
112.75 LF 8" PVC @ 0.50%
107.75 LF 8" PVC @ 0.50%
153.70 LF 8" PVC @ 0.50%
59.12 LF 8" PVC @ 0.50%
197.25 LF 12" PVC @ 0.25%
181.84 LF 8" PVC @ 0.50%
181.89 LF 12" PVC @ 0.25%
166.30 LF 8" PVC @ 0.50%
152.90 LF 12" PVC @ 0.25%
43.39 LF 12" PVC @ 0.25%
199.60 LF 12" PVC @ 0.25%
109.85 LF 8" PVC @ 0.50%
192.90 LF 8" PVC @ 0.50%
289.15 LF 8" PVC @ 0.50%
52.52 LF 8" PVC @ 0.50%
121.43 LF 8" PVC @ 0.50%
49.08 LF 8" PVC @ 1.02%
61.15 LF 12" PVC @ 0.25%
93.38 LF 8" PVC @ 0.50%
137.50 LF 8" PVC @ 0.50%
123.33 LF 8" PVC @ 0.50%
58.19 LF 8" PVC @ 0.50%
14" PVC WATER
14" PVC WATER
14" PVC WATER 8" PVC WATER
8" PVC WATER
8" PVC WATER
8" PVC WATER
8" PVC WATER
8" PVC WATER
STREET G
STREET G
STREET H
STREET H
ALLEY 15
ALLEY 15
ALLEY 16
ALLEY 16
ALLEY 17
ALLEY 18
ALLEY 19
ALLEY 20
ALLEY 22
ALLEY 23
ALLEY 24
ALLEY 25
SUNIGA DRIVE
8' UTILITY EASEMENT
8' UTILITY EASEMENT
8' UTILITY EASEMENT
8' UTILITY EASEMENT
8' UTILITY EASEMENT
8' UTILITY EASEMENT
8' UTILITY EASEMENT
8' UTILITY EASEMENT
8' UTILITY EASEMENT
FIRE HYDRANT
ASSEMBLY
N:134658.21
E:206126.61
8''x6" SWIVEL TEE
w/TB & 6" GV
N:134657.99
E:206143.61
EXISTING STORM DRAIN
WEISS DONALD D/ BEVERLY A
1924 E. VINE DR.
FORT COLLINS, CO 80524
CITY OF FORT COLLINS
300 LAPORTE AVE
FORT COLLINS, CO 80521
14''x6" SWIVEL TEE
w/TB & 6" GV
N:134685.60
E:205552.61
FIRE HYDRANT
ASSEMBLY
N:134693.60
E:205552.72
20' ROW
16' ROW
16' ROW
16' ROW
16' ROW
20' ROW
9' UTILITY EASEMENT
65' -
115' ROW
36' -
57' ROW
18' -
80' ROW
18' -
FIRE HYDRANT
ASSEMBLY
w/6" GV
N:135139.50
E:205583.71
OVERFLOW
OUTFALL
STORM DRAIN
STORM DRAIN
BIO-SWALE
W/ UNDERDAIN
INLET
SIDEWALK CHASE
STORM DRAIN
STORM MH (TYP.)
INLET
INLET
INLET
INLET (2)
FES FES
INLET
INLET
ULTIMATE OUTFALL
LOCATION
BLOCK 16
BLOCK 4
BLOCK 2
BLOCK 3
BLOCK 1
BLOCK 5
BLOCK 6 BLOCK 7
BLOCK 8
BLOCK 9 BLOCK 15
BLOCK 14
BLOCK 10
TRACT D TRACT E
TRACT A
TRACT M
KEYMAP
R
R
SUNIGA DRIVE
N SUMMITVIEW DR
No. Revisions:
By: Date:
REVIEWED BY:
C. SNOWDON
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/18/18
PROJECT:
1496-001
Sheet
THRIVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/18/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 47
C2.05
UTILITY PLAN
B. MATHISEN
M. KUEHNEL
1"=50'
NORTH
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
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
Know what'sbelow.
Call before you dig.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Planner
MATCHLINE-SEE SHEET C2.02
MATCHLINE-SEE SHEET C2.06
C2.01
C2.02
C2.03
C2.04
C2.05 C2.06
14" W
LEGEND:
5013
93
UD
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE
OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL
BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER
SURVEY INFORMATION.
3. ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY
WATER DISTRICT (ELCO) STANDARD CONSTRUCTION SPECIFICATIONS,
LATEST EDITION.
4. ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITARY SEWER
DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
5. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY
REPRESENTED AND ARE NOT TO SCALE.
6. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT
LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE
UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD.
7. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION
BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES.
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
EDGE OF GRAVEL
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM INLET
PROPOSED STORM SEWER
PROPOSED UNDERDRAIN
PROPOSED RIGHT OF WAY
NOTES:
EXISTING SANITARY SEWER SS
PROPOSED SANITARY SEWER
S
EXISTING WATER LINE W
PROPOSED 14" WATER LINE
PROPOSED 12" WATER LINE 12" W
PROPOSED 8" WATER LINE 8" W
ELEC
H
Y
F D
E
S
PROPOSED FIRE HYDRANT
EXISITNG ELECTRIC BOX
EXISTING FIRE HYDRANT
EXISTING FES
EXISTING WATER VALVE
WV
PROPOSED BUTTERFLY VALVE
PROPOSED WATER VALVE
EXISTING STORM SEWER ST
SS SS
SS
E
E E E
E
H
Y
D
W
W W
W W
TELE
WV WV WV S
W
SS SS SS
IRR
IRR
IRR
IRR
W W W
W W W
W W
W W W W W W W
W
W W
W W W W
H
2O
GAS
GAS
IRR
IRR
IRR
IRR
D
CONNECT TO EXISTING
12" ELCO WATER MAIN
N:135016.66
E:206803.03
CONNNECT TO EXISTING
12" ELCO WATER MAIN
N:135017.49
E:206803.71
8''x8'' TEE w/TB
& 2-8" GV (N,W)
N:135490.84
E:207189.73
8''x8'' TEE w/TB
& 2-8" GV (N,E)
N:135573.42
E:207233.94
8''x8'' TEE w/TB
& 1-8" GV (N)
N:135569.96
E:207426.91
8''x8'' TEE w/TB
& 1-8" GV (E)
N:135569.20
E:207469.54
8''x8'' TEE w/TB
& 1-8" GV (S,E)
N:135744.34
E:207602.40
8''x8'' TEE w/TB
& 2-8" GV (N,E)
N:135742.46
E:207707.05
8''x8'' TEE w/TB
& 2-8" GV (S,E)
N:135740.75
E:207802.37
8''x8'' TEE w/TB
& 2-8' GV (E,S)
N:135473.54
E:207467.93
8''x8'' TEE w/TB
& 2-8" GV (E.S)
N:135747.43
E:207430.09
8''x8'' TEE w/TB
& 2-8" GV (E,S)
N:135750.90
E:207237.13
8''x8'' TEE w/TB
& 2-8" GV (N,E)
N:135721.54
E:207013.82
8''X12" CROSS w/TB
& 2-12" BFV (E,W)
2-8" GV (N,
N:135879.34
E:206932.19
8''X12" CROSS w/TB
& 1-12" BFV (E)
2-8" GV (N,S)
N:135908.11
E:207710.02
CAP w/TB
N:135447.28
E:207188.90
8" PVC WATER
8" PVC WATER
8" PVC WATER
8" PVC WATER
8" PVC WATER
8" PVC WATER
8" PVC WATER
8" PVC WATER
8" PVC WATER
CAP w/TB
N:135441.24
E:207467.38
8''x6" SWIVEL TEE
w/TB & 6" GV
N:135571.15
E:207360.42
FIRE HYDRANT
ASSEMBLY
N:135559.91
E:207360.22
9' UTILITY EASEMENT
8' UTILITY EASEMENT
8' UTILITY EASEMENT 8' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT 9' UTILITY EASEMENT
SSMH B4-17
INV. OUT=4956.14 (S)
FG=4964.53
SSMH B10-2
INV. IN=4953.57 (E)
INV. OUT=4953.37 (S)
FG=4964.50
SSMH B4-9.1-1
INV. OUT=4953.04 (W)
FG=4963.97
SSMH B10-3
INV. OUT=4954.91 (W)
FG=4963.69
SSMH B4-8.3
INV. OUT=4952.49 (E)
FG=4963.45
SSMH B4-1.1
INV. OUT=4949.12 (SW)
FG=4963.22
SSMH B4-8.2
INV. IN=4952.06 (W)
INV. OUT=4951.86 (E)
FG=4963.21
SSMH B4-16
INV. IN=4955.46 (N)
INV. OUT=4955.26 (S)
FG=4963.19
SSMH B4-15
INV. IN=4955.09 (N)
INV. OUT=4954.89 (SW)
FG=4962.85
SSMH B4-8.1
INV. IN=4951.14 (W)
INV. OUT=4950.94 (S)
FG=4962.32
SSMH B4-14
INV. IN=4954.58 (NE)
INV. OUT=4954.38 (SW)
FG=4962.27
SSMH B4-9.2
INV. OUT=4953.14 (E)
FG=4962.15
SSMH B4-7
INV. IN=4949.64 (E)
INV. OUT=4949.44 (S)
FG=4961.86
SSMH B4-13
INV. IN=4954.08 (NE)
INV. OUT=4953.88 (W)
FG=4961.68
SSMH B4-2
INV. IN=4946.63 (SE)
INV. OUT=4946.43 (NW)
FG=4961.61
SSMH B4-8
INV. IN=4950.06 (E)
INV. IN=4950.06 (N)
INV. OUT=4949.86 (W)
FG=4961.54
SSMH B4-1
INV. IN=4946.10 (NE)
INV. IN=4946.10 (SE)
INV. OUT=4945.90 (SW)
FG=4961.37
SSMH B4-3
INV. IN=4947.24 (SE)
INV. OUT=4947.04 (NW)
FG=4961.18
SSMH B4-12
INV. IN=4953.64 (E)
INV. OUT=4953.44 (W)
FG=4961.17
SSMH B4-9.1
INV. IN=4952.31 (W)
INV. IN=4952.31 (E)
INV. OUT=4952.11 (S)
FG=4961.14
SSMH B4-4
INV. IN=4947.85 (E)
INV. OUT=4947.65 (NW)
FG=4960.74
EXMH B
INV. IN=4941.34 (N)
INV. IN=4941.34 (E)
INV. OUT=4941.34 (S)
FG=4960.68
SSMH B10-1
INV. IN=4952.48 (N)
INV. OUT=4952.28 (W)
FG=4960.40
SSMH B4-5
INV. IN=4948.46 (E)
INV. OUT=4948.26 (W)
FG=4960.31
SSMH B1
INV. IN=4941.88 (N)
INV. OUT=4941.68 (S)
FG=4960.16
SSMH B4-6
INV. IN=4948.91 (N)
INV. OUT=4948.71 (W)
FG=4959.61
SSMH B4-9
INV. IN=4951.22 (E)
INV. IN=4951.22 (N)
INV. OUT=4951.02 (W)
FG=4959.38
SSMH B4-10
INV. IN=4951.63 (S)
INV. IN=4951.63 (E)
INV. OUT=4951.43 (W)
FG=4959.37
SSMH B4-11
INV. IN=4952.41 (E)
INV. OUT=4952.21 (N)
FG=4959.01
SSMH B3
INV. IN=4944.37 (N)
INV. OUT=4944.17 (S)
FG=4956.14
SSMH B2
INV. IN=4943.77 (N)
INV. OUT=4943.57 (S)
FG=4955.45
67.04 LF 8" PVC @ 0.50%
338.30 LF 8" PVC @ 0.50%
80.71 LF 8" PVC @ 0.50%
168.18 LF 8" PVC @ 0.50%
60.41 LF
8" PVC
@ 5.00%
67.56 LF
8" PVC
@ 0.50%
81.93 LF 8" PVC @ 0.50%
81.93 LF 8" PVC @ 0.50%
81.93 LF
8" PVC
@ 0.50% 51.12 LF
8" PVC
@ 0.50%
42.63 LF 8" PVC @ 0.50%
115.64 LF 8" PVC @ 0.50%
206.10 LF 8" PVC @ 0.50%
46.74 LF
8" PVC
@ 0.50%
60.89 LF 8" PVC @ 0.50%
60.89 LF 8" PVC @ 0.50%
135.75 LF 8" PVC @ 0.50%
35.81 LF 8" PVC @ 0.50%
193.00 LF 8" PVC @ 0.50%
42.63 LF
8" PVC
@ 0.50%
129.71 LF 8" PVC @ 0.50%
177.50 LF 8" PVC @ 0.50%
268.17 LF 8" PVC @ 0.50%
177.50 LF 8" PVC @ 0.50%
143.33 LF 8" PVC @ 0.50%
42.86 LF
8" PVC
@ 1.00%
177.50 LF 8" PVC @ 0.50%
166.27 LF 8" PVC @ 0.50%
145.98 LF
8" PVC
@ 0.50%
8" PVC WATER
8" PVC WATER
12" PVC WATER
12" PVC WATER
12" PVC WATER
8''x6" SWIVEL TEE
w/TB & 6" GV
N:135740.38
E:207004.08
FIRE HYDRANT
ASSEMBLY
N:135745.50
E:207014.09
STREET A
STREET C
STREET C
STREET D
STREET D
STREET E
ALLEY 2
ALLEY 1
ALLEY 3
ALLEY 4
ALLEY 4
ALLEY 8
ALLEY 8
ALLEY 8
ALLEY 5
ALLEY 6
ALLEY 7
FIRE HYDRANT
ASSEMBLY
N:135739.39
E:207878.49
8" GV w/8" TO
6" REDUCER
N:135739.55
E:207869.23
36.5' -
57' ROW
36' -
60' ROW
16' ROW 20' ROW
16' ROW
16' ROW
16' ROW
18' -
9' UTILITY EASEMENT
9' UTILITY EASEMENT
8' UTILITY EASEMENT
8' UTILITY EASEMENT
9' UTILITY EASEMENT
SUNIGA DRIVE
BULL RUN LTD PARTNERSHIP
5575 DTC PKWY STE 250
GREENWOOD VILLAGE, CO 80111
OPPIE VERA N
PO BOX 302
LAPORTE, CO 80535
PROPOSED
STORM DRAIN
30' -
51' ROW
65' -
130' ROW
20' ROW
FIRE HYDRANT
ASSEMBLY
N:135194.90
E:206745.81
8" to 6" REDUCER
w/ 6" GV
N:135193.32
E:206736.58
INLET
OVERFLOW OUTFALL
INLET
OVERFLOW
OUTFALL FES
INLET (2)
FES
FES
STORM
DRAIN
INLET INLET
INLET
IRRIGATION
MANHOLE
(TIE TO EXISTING)
IRRIGATION LINE
BLOCK 40
BLOCK 34
BLOCK 34
BLOCK 35
BLOCK 38 BLOCK 37 BLOCK 36
BLOCK 39
BLOCK 34
BLOCK 32
BLOCK 33
BLOCK 32
BLOCK 31
BLOCK 30
TRACT V
TRACT T TRACT S
TRACT U
TRACT Q
TRACT R
KEYMAP
R
R
SUNIGA DRIVE
N SUMMITVIEW DR
No. Revisions:
By: Date:
REVIEWED BY:
C. SNOWDON
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/18/18
PROJECT:
1496-001
Sheet
THRIVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/18/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 47
C2.04
UTILITY PLAN
B. MATHISEN
M. KUEHNEL
1"=50'
NORTH
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
16
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Planner
MATCHLINE-SEE SHEET C2.06
MATCHLINE-SEE SHEET C2.02
MATCHLINE-SEE SHEET C2.03
C2.01
C2.02
C2.03
C2.04
C2.05 C2.06
14" W
LEGEND:
5013
93
UD
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE
OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL
BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER
SURVEY INFORMATION.
3. ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY
WATER DISTRICT (ELCO) STANDARD CONSTRUCTION SPECIFICATIONS,
LATEST EDITION.
4. ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITARY SEWER
DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
5. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY
REPRESENTED AND ARE NOT TO SCALE.
6. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT
LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE
UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD.
7. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION
BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES.
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
EDGE OF GRAVEL
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM INLET
PROPOSED STORM SEWER
PROPOSED UNDERDRAIN
PROPOSED RIGHT OF WAY
NOTES:
EXISTING SANITARY SEWER SS
PROPOSED SANITARY SEWER
S
EXISTING WATER LINE W
PROPOSED 14" WATER LINE
PROPOSED 12" WATER LINE 12" W
PROPOSED 8" WATER LINE 8" W
ELEC
H
Y
F D
E
S
PROPOSED FIRE HYDRANT
EXISITNG ELECTRIC BOX
EXISTING FIRE HYDRANT
EXISTING FES
EXISTING WATER VALVE
WV
PROPOSED BUTTERFLY VALVE
PROPOSED WATER VALVE
EXISTING STORM SEWER ST
N:135750.53
E:206683.20
8''x8'' TEE w/TB
& 2-8" GV (E,S)
N:135804.58
E:206488.05
8''x8'' TEE w/TB
& 2-8" GV (E,S)
N:135974.49
E:206403.33
8''x8'' TEE w/TB
& 2-12" GV (N,W)
N:136178.78
E:206777.57
8''x8'' TEE w/TB
& 2-8" GV (N,E)
N:136094.58
E:206820.84
8''X12" CROSS w/TB
& 2-12" BFV (E,W)
2-8" GV (N,
N:135879.34
E:206932.19
8''X8" CROSS w/TB
& 3-8" GV (N,E,W)
N:136001.62
E:206868.93
8''X12" CROSS w/TB
& 1-12" GV (N)
2-8" GV (E,W)
N:136049.85
E:206528.35
8''X12" CROSS w/TB
& 1-12" BFV (N)
2-8" GV (E,W)
N:135872.81
E:206619.94
8''X12" CROSS w/TB
& 2-12" GV (N,S)
2-8" GV (E,W)
N:135592.73
E:206764.83
8" PVC WATER
8" PVC WATER
8" PVC WATER
8" PVC WATER
8" PVC WATER
8" PVC WATER
FIRE HYDRANT
ASSEMBLY
N:136006.31
E:206386.87
CAP w/TB
N:135922.30
E:206430.33
8" PVC WATER
8" PVC WATER 8" PVC WATER
8' UTILITY EASEMENT
8' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
8' UTILITY EASEMENT
8' UTILITY EASEMENT
9' UTILITY EASEMENT
8' UTILITY EASEMENT
SSMH A2-6
INV. OUT=4947.40 (S)
FG=4958.50
SSMH A2-1.5
INV. OUT=4947.23 (W)
FG=4959.10
SSMH A2-1.4
INV. IN=4944.49 (E)
INV. OUT=4944.29 (W)
FG=4957.27
SSMH A2-1.3-1
INV. OUT=4943.27 (S)
FG=4952.87
SSMH A2-1.3
INV. IN=4942.77 (N)
INV. IN=4942.77 (E)
INV. OUT=4942.57 (S)
FG=4952.26
SSMH A3-3.1
INV. OUT=4942.61 (S)
FG=4951.10
49.08 LF 8" PVC @ 1.02%
304.84 LF 8" PVC @ 0.50% 152.17 LF 8" PVC @ 1.80%
SSMH B5-1.1
INV. IN=4955.74 (NE)
INV. OUT=4955.54 (SE)
FG=4968.41
SSMH B5-1.2
INV. IN=4956.91 (NW)
INV. OUT=4956.71 (SW)
FG=4969.50
SSMH B4-1.1
INV. OUT=4949.12 (SW)
FG=4963.22
SSMH B4-2
INV. IN=4946.63 (SE)
INV. OUT=4946.43 (NW)
FG=4961.61
SSMH B4-1
INV. IN=4946.10 (NE)
INV. IN=4946.10 (SE)
INV. OUT=4945.90 (SW)
FG=4961.37
SSMH B7
INV. IN=4949.77 (N)
INV. OUT=4949.57 (SE)
FG=4960.66
SSMH B6
INV. IN=4947.92 (NW)
INV. IN=4947.92 (NE)
INV. IN=4947.92 (SW)
INV. OUT=4947.72 (SE)
FG=4958.90
SSMH B6W-1
INV. IN=4948.31 (SW)
INV. OUT=4948.11 (NE)
FG=4958.82
SSMH B5
INV. IN=4946.73 (NE)
INV. IN=4946.73 (NW)
INV. IN=4946.73 (SW)
INV. OUT=4946.53 (SE)
FG=4958.40
SSMH B4
INV. IN=4945.06 (SW)
INV. IN=4945.06 (NW)
INV. IN=4945.06 (NE)
INV. OUT=4944.86 (S)
FG=4957.64
SSMH B6W-2
INV. IN=4948.93 (NW)
INV. IN=4948.93 (S)
INV. OUT=4948.73 (NE)
FG=4957.50
SSMH B6W-3
INV. OUT=4949.09 (SE)
FG=4957.71
SSMH B3
INV. IN=4944.37 (N)
INV. OUT=4944.17 (S)
FG=4956.14
SSMH B6W-2.1
INV. OUT=4949.12 (N)
FG=4957.02
SSMH B5W-1.1
INV. OUT=4947.82 (NW)
FG=4956.32
SSMH B5W-1
INV. IN=4947.67 (NW)
INV. IN=4947.67 (SE)
INV. OUT=4947.47 (NE)
FG=4956.04
SSMH B2
INV. IN=4943.77 (N)
INV. OUT=4943.57 (S)
FG=4955.45
SSMH B5W-2
INV. OUT=4947.87 (SE)
FG=4955.67
SSMH B4W-1
INV. IN=4946.10 (NW)
INV. IN=4946.10 (SE)
INV. OUT=4945.90 (NE)
FG=4955.48
SSMH B4W-2
INV. OUT=4946.25 (SE)
FG=4955.76
SSMH B4W-1.1
INV. OUT=4946.30 (NW)
FG=4955.11
338.30 LF 8" PVC @ 0.50%
80.71 LF 8" PVC @ 0.50%
97.78 LF 8" PVC @ 0.50%
295.33 LF 8" PVC @ 0.50%
280.33 LF 8" PVC @ 2.70%
104.67 LF 8" PVC @ 1.00%
96.67 LF 8" PVC @ 1.00%
88.34 LF 8" PVC @ 0.50%
199.33 LF 8" PVC @ 0.50%
127.07 LF 8" PVC @ 1.30%
236.93 LF 8" PVC @ 2.80%
38.86 LF
8" PVC
@ 0.50%
82.79 LF 8" PVC @ 0.50%
31.89 LF 8" PVC @ 0.50%
37.97 LF
8" PVC
@ 0.50%
39.58 LF 8" PVC @ 0.50%
168.44 LF 8" PVC @ 0.50%
29.53 LF 8" PVC @ 0.50%
39.63 LF
8" PVC
@ 0.50%
148.50 LF 8" PVC @ 0.50%
29.58 LF
8" PVC
@ 0.50%
168.18 LF 8" PVC @ 0.50%
60.41 LF
8" PVC
@ 5.00%
67.56 LF
8" PVC
@ 0.50%
81.93 LF 8" PVC @ 0.50%
112.74 LF 8" PVC @ 1.40%
8" PVC WATER
8" PVC WATER
8" PVC WATER
12" PVC WATER
12" PVC WATER
16' ROW
STREET B
STREET D
STREET E
STREET E
ALLEY 8
ALLEY 8
ALLEY 9
ALLEY 12
STREET G
ALLEY 16
ALLEY 23
12" PVC WATER
8' UTILITY EASEMENT
8' UTILITY EASEMENT
FIRE HYDRANT
ASSEMBLY
N:135847.65
E:206465.76
8" TO 6" REDUCER
w/ 6" GV
N:135842.10
E:206468.64
CAP w/TB
N:135762.09
E:206510.03
8''x6" SWIVEL TEE
w/TB & 6" GV
N:136119.45
E:206807.97
FIRE HYDRANT
ASSEMBLY
N:136124.62
E:206817.97
9' UTILITY EASEMENT
9' UTILITY EASEMENT
8' UTILITY EASEMENT
8' UTILITY EASEMENT
FIRE HYDRANT
ASSEMBLY
N:135472.26
E:206637.52
8" TO 6" REDUCER
w/ 6" GV
N:135477.74
E:206634.68
SUNIGA DRIVE
CITY OF FORT COLLINS
300 LAPORTE AVE
FORT COLLINS, CO 80521
FES
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
20' ROW
20' ROW
20' ROW
FIRE HYDRANT
ASSEMBLY
N:135718.50
E:206664.30
12''x6" SWIVEL TEE
w/TB & 6" GV
N:135732.98
E:206692.28
65' -
115' ROW
36.5' -
57' ROW
20' ROW
FIRE HYDRANT
ASSEMBLY
N:135194.90
E:206745.81
8" to 6" REDUCER
w/ 6" GV
N:135193.32
E:206736.58
STORM DRAIN
INLET (2)
OVERFLOW OUTFALL
OVERFLOW
OUTFALL
FES
INLET
INLET
FES
INLET
INLET
OVERFLOW OUTFALL
INLET
POND OUTFALL
FES
OVERFLOW
OUTFALL
STORM DRAIN
STORM DRAIN
BIO-SWALE
W/ UNDERDAIN
INLET
SIDEWALK CHASE
STORM DRAIN
STORM MH (TYP.)
FES
FES
OVERFLOW
OUTFALL
BLOCK 32
BLOCK 31
BLOCK 30
BLOCK 29
BLOCK 29
BLOCK 28
BLOCK 23
BLOCK 21
BLOCK 20
BLOCK 18
TRACT M
BLOCK 22
TRACT P
KEYMAP
R
R
SUNIGA DRIVE
N SUMMITVIEW DR
No. Revisions:
By: Date:
REVIEWED BY:
C. SNOWDON
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/18/18
PROJECT:
1496-001
Sheet
THRIVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/18/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 47
C2.03
UTILITY PLAN
B. MATHISEN
M. KUEHNEL
1"=50'
NORTH
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
15
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
MATCHLINE-SEE SHEET C2.05 Environmental Planner
MATCHLINE-SEE SHEET C2.02
MATCHLINE-SEE SHEET C2.01
MATCHLINE-SEE SHEET C2.06
MATCHLINE-SEE SHEET C2.04
C2.01
C2.02
C2.03
C2.04
C2.05 C2.06
14" W
LEGEND:
5013
93
UD
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE
OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL
BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER
SURVEY INFORMATION.
3. ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY
WATER DISTRICT (ELCO) STANDARD CONSTRUCTION SPECIFICATIONS,
LATEST EDITION.
4. ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITARY SEWER
DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
5. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY
REPRESENTED AND ARE NOT TO SCALE.
6. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT
LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE
UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD.
7. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION
BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES.
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
EDGE OF GRAVEL
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM INLET
PROPOSED STORM SEWER
PROPOSED UNDERDRAIN
PROPOSED RIGHT OF WAY
NOTES:
EXISTING SANITARY SEWER SS
PROPOSED SANITARY SEWER
S
EXISTING WATER LINE W
PROPOSED 14" WATER LINE
PROPOSED 12" WATER LINE 12" W
PROPOSED 8" WATER LINE 8" W
ELEC
H
Y
F D
E
S
PROPOSED FIRE HYDRANT
EXISITNG ELECTRIC BOX
EXISTING FIRE HYDRANT
EXISTING FES
EXISTING WATER VALVE
WV
PROPOSED BUTTERFLY VALVE
PROPOSED WATER VALVE
EXISTING STORM SEWER ST
8''x8'' TEE w/TB
& 2-8" GV (S,E)
N:135671.22
E:206916.55
8''x8'' TEE w/TB
& 1-8" GV (S,E)
N:135744.34
E:207602.40
8''x8'' TEE w/TB
& 2-8" GV (N,E)
N:135742.46
E:207707.05
8''x8'' TEE w/TB
& 2-8" GV (S,E)
N:135740.75
E:207802.37
8''x8'' TEE w/TB
& 2-8" GV (E.S)
N:135747.43
E:207430.09
8''x8'' TEE w/TB
& 2-8" GV (E,S)
N:135750.90
E:207237.13
8''x8'' TEE w/TB
& 2-8" GV (N,E)
N:135721.54
E:207013.82
8''x12'' TEE w/TB
& 1-12" GV (N)
1-8" GV (E)
N:136310.11
E:206753.34
8''x8'' TEE w/TB
& 2-12" GV (N,W)
N:136178.78
E:206777.57
8''x8'' TEE w/TB
& 2-8" GV (N,E)
N:136094.58
E:206820.84
8''x8'' TEE w/TB
& 2-8" GV (E,W)
N:136055.76
E:207712.67
8''X12" CROSS w/TB
& 2-12" BFV (E,W)
2-8" GV (N,
N:135879.34
E:206932.19
8''X8" CROSS w/TB
& 3-8" GV (N,E,W)
N:136001.62
E:206868.93
8''X12" CROSS w/TB
& 1-12" BFV (E)
2-8" GV (N,S)
N:135908.11
E:207710.02
8" PVC WATER
8" PVC WATER
8" PVC WATER
8" PVC WATER
8" PVC WATER
8" PVC WATER
8" PVC WATER
CAP w/TB
N:135903.92
E:207943.81
8''x6" SWIVEL TEE
w/TB & 6" GV
N:135571.15
E:207360.42
8" PVC WATER
8" PVC WATER 8" PVC WATER
8''x6" SWIVEL TEE
w/TB & 6" GV
N:136056.32
E:207681.43
FIRE HYDRANT
ASSEMBLY
N:136069.32
E:207681.66
9' UTILITY EASEMENT
9' UTILITY EASEMENT
8' UTILITY EASEMENT 8' UTILITY EASEMENT
9' UTILITY EASEMENT
8' UTILITY EASEMENT 8' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
8' UTILITY EASEMENT
8' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
8' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
8' UTILITY EASEMENT
8' UTILITY EASEMENT
8' UTILITY EASEMENT 8' UTILITY EASEMENT
SSMH B5-11
INV. OUT=4970.35 (E)
FG=4981.03
SSMH B5-1.8
INV. OUT=4969.37 (W)
FG=4980.51
SSMH B5-10
INV. IN=4968.38 (W)
INV. OUT=4968.18 (SE)
FG=4979.10
SSMH B5-9
INV. IN=4967.89 (NW)
INV. OUT=4967.69 (SE)
FG=4978.52
SSMH B5-8
INV. IN=4967.42 (NW)
INV. OUT=4967.22 (S)
FG=4977.97
SSMH B5-7
INV. IN=4966.94 (N)
INV. OUT=4966.74 (S)
FG=4977.43
SSMH B5-1.7
INV. IN=4965.70 (E)
INV. OUT=4965.51 (W)
FG=4976.67
SSMH B5-6
INV. IN=4966.21 (E)
INV. IN=4966.21 (N)
INV. OUT=4966.01 (W)
FG=4976.20
SSMH B5-6.1
INV. OUT=4966.68 (W)
FG=4975.96
SSMH B5-5
INV. IN=4963.36 (E)
INV. OUT=4963.06 (W)
FG=4973.96
SSMH B5-1.6
INV. IN=4959.81 (E)
INV. OUT=4959.61 (W)
FG=4970.78
SSMH B5-1.5
INV. IN=4958.29 (E)
INV. OUT=4958.09 (SW)
FG=4969.18
SSMH B5-1.4
INV. IN=4957.91 (NE)
INV. OUT=4957.71 (S)
FG=4969.11
SSMH B5-1.3
INV. IN=4957.55 (N)
INV. OUT=4957.35 (SE)
FG=4969.31
SSMH B5-1.1
INV. IN=4955.74 (NE)
INV. OUT=4955.54 (SE)
FG=4968.41
SSMH B5-1.2
INV. IN=4956.91 (NW)
INV. OUT=4956.71 (SW)
FG=4969.50
SSMH B5-3
INV. IN=4956.87 (E)
INV. OUT=4956.67 (W)
FG=4968.22
SSMH B5-2
INV. IN=4956.27 (E)
INV. OUT=4956.07 (SW)
FG=4967.69
SSMH B5-1
INV. IN=4954.50 (NW)
INV. IN=4954.50 (NE)
INV. OUT=4954.30 (SW)
FG=4966.78
SSMH B4-17
INV. OUT=4956.14 (S)
FG=4964.53
SSMH B10-2
INV. IN=4953.57 (E)
INV. OUT=4953.37 (S)
FG=4964.50
SSMH B4-9.1-1
INV. OUT=4953.04 (W)
FG=4963.97
SSMH B10-3
INV. OUT=4954.91 (W)
FG=4963.69
SSMH B4-8.3
INV. OUT=4952.49 (E)
FG=4963.45
SSMH B4-1.1
INV. OUT=4949.12 (SW)
FG=4963.22
SSMH B4-8.2
INV. IN=4952.06 (W)
INV. OUT=4951.86 (E)
FG=4963.21
SSMH B4-8.1
INV. IN=4951.14 (W)
INV. OUT=4950.94 (S)
FG=4962.32
SSMH B4-9.2
INV. OUT=4953.14 (E)
FG=4962.15
SSMH B4-1
INV. IN=4946.10 (NE)
INV. IN=4946.10 (SE)
INV. OUT=4945.90 (SW)
FG=4961.37
SSMH B4-9.1
INV. IN=4952.31 (W)
INV. IN=4952.31 (E)
INV. OUT=4952.11 (S)
FG=4961.14
SSMH B4-9
INV. IN=4951.22 (E)
INV. IN=4951.22 (N)
INV. OUT=4951.02 (W)
FG=4959.38
104.67 LF 8" PVC @ 1.00%
96.67 LF 8" PVC @ 1.00%
88.34 LF 8" PVC @ 0.50%
33.41 LF 8" PVC @ 0.50%
36.38 LF 8" PVC @ 0.50%
82.36 LF 8" PVC @ 1.60%
300.00 LF 8" PVC @ 1.90% 192.93 LF 8" PVC @ 1.90%
137.71 LF 8" PVC @ 3.80%
140.36 LF 8" PVC @ 3.00%
168.18 LF 8" PVC @ 0.50%
60.41 LF
8" PVC
@ 5.00%
67.56 LF
8" PVC
@ 0.50%
135.75 LF 8" PVC @ 0.50%
112.74 LF 8" PVC @ 1.40%
39.53 LF 8" PVC @ 1.00%
39.53 LF
8" PVC
@ 1.00%
400.00 LF 8" PVC @ 1.40% 378.09 LF 8" PVC @ 0.70%
46.83 LF 8" PVC @ 1.00%
105.97 LF 8" PVC @ 0.50%
56.92 LF 8" PVC @ 0.50%
55.17 LF 8" PVC @ 0.50%
59.30 LF
8" PVC
@ 0.50%
196.30 LF 8" PVC @ 1.00%
177.50 LF 8" PVC @ 0.50%
268.17 LF 8" PVC @ 0.50%
177.50 LF 8" PVC @ 0.50%
143.33 LF 8" PVC @ 0.50%
42.86 LF
8" PVC
@ 1.00%
177.50 LF 8" PVC @ 0.50%
166.27 LF 8" PVC @ 0.50%
145.98 LF
8" PVC
@ 0.50%
8" PVC WATER
8" PVC WATER
8" PVC WATER
8" PVC WATER
12" PVC WATER
12" PVC WATER
12" PVC WATER
16' ROW
NATURAL
HABITAT
BUFFER
ZONE
FIRE HYDRANT
ASSEMBLY
N:136280.09
E:207491.16
8''x6" SWIVEL TEE
w/TB & 6" GV
1-8" GV (W)
N:136261.09
E:207490.82
SSMH B5-4
INV. IN=4957.46 (E)
INV. OUT=4957.26 (W)
FG=4968.75
8''x6" SWIVEL TEE
w/TB & 6" GV
N:135740.38
E:207004.08
FIRE HYDRANT
ASSEMBLY
N:135745.50
E:207014.09
STREET B
STREET C STREET C
STREET C
STREET D
STREET D
ALLEY 4
ALLEY 8
ALLEY 8
ALLEY 8
ALLEY 5
ALLEY 6
ALLEY 7
ALLEY 9
ALLEY 9
ALLEY 10
ALLEY 10
ALLEY 11
ALLEY 13
FIRE HYDRANT
ASSEMBLY
N:135739.39
E:207878.49
8" GV w/8" TO
6" REDUCER
N:135739.55
E:207869.23
12" BFV
N:135925.10
E:207323.32
8" GV
N:136062.51
E:207336.18
36' -
57' ROW
36.5' -
57' ROW
36' -
57' ROW
20' ROW
16' ROW
36' -
60' ROW
16' ROW 20' ROW
16' ROW
16' ROW
16' ROW
18' -
80' ROW
18' -
8''x6" SWIVEL TEE
w/TB & 6" GV
N:136119.45
E:206807.97
FIRE HYDRANT
ASSEMBLY
N:136124.62
E:206817.97
9' UTILITY EASEMENT
9' UTILITY EASEMENT
8' UTILITY EASEMENT
8' UTILITY EASEMENT
8''x6" SWIVEL TEE
w/TB & 6" GV
N:135907.61
E:207738.02
FIRE HYDRANT
ASSEMBLY
N:135920.61
E:207738.25
9' UTILITY EASEMENT
K AND M COMPANY
PO BOX 449
FORT COLLINS, CO 80522
PROPOSED
STORM DRAIN
OVERFLOW
OUTFALL
FES
FES
STORM
DRAIN
INLET INLET
INLET
HEADGATE CONNECTION
FOR EXISTING IRRIGATION
CANAL RE-ROUTE IRRIGATION
MANHOLE
IRRIGATION
MANHOLE
JUNCTION
IRRIGATION
LINE
BLOCK 27
BLOCK 45
BLOCK 43
BLOCK 45
BLOCK 44
BLOCK 42
BLOCK 41
BLOCK 40
BLOCK 34
BLOCK 34
BLOCK 35
BLOCK 38 BLOCK 37 BLOCK 36
BLOCK 39
BLOCK 33
BLOCK 31
BLOCK 30
BLOCK 29
TRACT W
TRACT V
TRACT T TRACT S
TRACT U
BLOCK 45
BLOCK 45
KEYMAP
R
R
SUNIGA DRIVE
N SUMMITVIEW DR
No. Revisions:
By: Date:
REVIEWED BY:
C. SNOWDON
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/18/18
PROJECT:
1496-001
Sheet
THRIVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/18/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 47
C2.02
UTILITY PLAN
B. MATHISEN
M. KUEHNEL
1"=50'
NORTH
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
14
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
MATCHLINE-SEE SHEET C2.04 Environmental Planner
MATCHLINE-SEE SHEET C2.03 MATCHLINE-SEE SHEET C2.01
C2.01
C2.02
C2.03
C2.04
C2.05 C2.06
14" W
LEGEND:
5013
93
UD
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE
OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL
BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER
SURVEY INFORMATION.
3. ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY
WATER DISTRICT (ELCO) STANDARD CONSTRUCTION SPECIFICATIONS,
LATEST EDITION.
4. ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITARY SEWER
DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
5. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY
REPRESENTED AND ARE NOT TO SCALE.
6. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT
LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE
UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD.
7. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION
BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES.
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
EDGE OF GRAVEL
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM INLET
PROPOSED STORM SEWER
PROPOSED UNDERDRAIN
PROPOSED RIGHT OF WAY
NOTES:
EXISTING SANITARY SEWER SS
PROPOSED SANITARY SEWER
S
EXISTING WATER LINE W
PROPOSED 14" WATER LINE
PROPOSED 12" WATER LINE 12" W
PROPOSED 8" WATER LINE 8" W
ELEC
H
Y
F D
E
S
PROPOSED FIRE HYDRANT
EXISITNG ELECTRIC BOX
EXISTING FIRE HYDRANT
EXISTING FES
EXISTING WATER VALVE
WV
PROPOSED BUTTERFLY VALVE
PROPOSED WATER VALVE
EXISTING STORM SEWER ST
12''x8'' TEE w/TB
& 1-12" BFV (N)
1-8" GV (E)
N:136712.44
E:206509.61
12''x8'' TEE w/TB
& 1-12" BV (N)
1-8" GFV (E)
N:136315.13
E:206473.06
8''x12'' TEE w/TB
& 1-12" GV (N)
1-8" GV (E)
N:136310.11
E:206753.34
8''x8'' TEE w/TB
& 2-12" GV (N,W)
N:136178.78
E:206777.57
8''x8'' TEE w/TB
& 2-8" GV (N,E)
N:136094.58
E:206820.84
8''X8" CROSS w/TB
& 3-8" GV (N,E,W)
N:136001.62
E:206868.93
8''X12" CROSS w/TB
& 1-12" GV (N)
2-8" GV (E,W)
N:136049.85
E:206528.35
8" PVC WATER
8" PVC WATER 8" PVC WATER
FIRE HYDRANT
ASSEMBLY
N:136006.31
E:206386.87
8" PVC WATER
8" PVC WATER
CONNECT TO EXISTING
24" DUCTILE IRON PIPE
ELCO WATER MAIN
N:136764.06
E:206296.87
CONNECT TO EXISTING
24" DUCTILE IRON PIPE
ELCO WATER MAIN
N:136750.49
E:206526.69
22.50° BEND w/TB
N:136742.37
E:206526.26
8" PVC WATER
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
8' UTILITY EASEMENT
8' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
8' UTILITY EASEMENT
8' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
8' UTILITY EASEMENT
8' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
SSMH B8-3
INV. OUT=4971.18 (S)
FG=4981.53
SSMH B9-3
INV. OUT=4966.26 (S)
FG=4977.35
SSMH B11
INV. OUT=4965.99 (S)
FG=4977.13
SSMH B9-2
INV. IN=4962.05 (N)
INV. OUT=4961.85 (S)
FG=4973.06
SSMH B5-1.5
INV. IN=4958.29 (E)
INV. OUT=4958.09 (SW)
FG=4969.18
SSMH B5-1.4
INV. IN=4957.91 (NE)
INV. OUT=4957.71 (S)
FG=4969.11
SSMH B5-1.3
INV. IN=4957.55 (N)
INV. OUT=4957.35 (SE)
FG=4969.31
SSMH B9-1
INV. IN=4956.61 (N)
INV. OUT=4956.41 (W)
FG=4968.63
SSMH B5-1.1
INV. IN=4955.74 (NE)
INV. OUT=4955.54 (SE)
FG=4968.41
SSMH B5-1.2
INV. IN=4956.91 (NW)
INV. OUT=4956.71 (SW)
FG=4969.50
SSMH B6-1
INV. OUT=4954.55 (SW)
FG=4965.65
SSMH B8-2
INV. IN=4953.77 (N)
INV. OUT=4953.57 (SE)
FG=4964.78
SSMH B8-1
INV. IN=4953.06 (NW)
INV. OUT=4952.86 (E)
FG=4964.03
SSMH B10
INV. IN=4953.11 (N)
INV. OUT=4952.91 (S)
FG=4964.44
SSMH B9
INV. IN=4952.21 (N)
INV. IN=4952.21 (E)
INV. OUT=4952.01 (S)
FG=4963.16
SSMH B8
INV. IN=4951.02 (W)
INV. IN=4951.02 (N)
INV. OUT=4950.82 (S)
FG=4961.99
SSMH B7
INV. IN=4949.77 (N)
INV. OUT=4949.57 (SE)
FG=4960.66
SSMH B6
INV. IN=4947.92 (NW)
INV. IN=4947.92 (NE)
INV. IN=4947.92 (SW)
INV. OUT=4947.72 (SE)
FG=4958.90
SSMH B6W-1
INV. IN=4948.31 (SW)
INV. OUT=4948.11 (NE)
FG=4958.82
SSMH B6W-3
INV. OUT=4949.09 (SE)
FG=4957.71
104.67 LF 8" PVC @ 1.00%
96.67 LF 8" PVC @ 1.00%
88.34 LF 8" PVC @ 0.50%
33.41 LF 8" PVC @ 0.50%
36.38 LF 8" PVC @ 0.50%
82.36 LF 8" PVC @ 1.60%
127.07 LF 8" PVC @ 1.30%
80.56 LF 8" PVC @ 1.30%
166.52 LF 8" PVC @ 1.10%
46.68 LF 8" PVC @ 1.10%
215.18 LF 8" PVC @ 4.00%
75.63 LF 8" PVC @ 1.30%
53.83 LF 8" PVC @ 1.30%
299.63 LF 8" PVC @ 4.30%
280.33 LF 8" PVC @ 1.50%
137.71 LF 8" PVC @ 3.80%
140.36 LF 8" PVC @ 3.00%
236.93 LF 8" PVC @ 2.80%
38.86 LF
8" PVC
@ 0.50%
82.79 LF 8" PVC @ 0.50%
112.74 LF 8" PVC @ 1.40%
8" PVC WATER
8" PVC WATER
12" PVC WATER
8''x6" SWIVEL TEE
w/TB & 6" GV
N:136723.60
E:206293.73
FIRE HYDRANT
ASSEMBLY
N:136722.23
E:206311.21
FIRE HYDRANT
ASSEMBLY
N:136672.18
E:206504.50
12''x6" SWIVEL TEE
w/TB & 6" GV
N:136676.96
E:206493.78
30' -
53' ROW
36' -
57' ROW
36' -
57' ROW
16' ROW
16' ROW
16' ROW
16' ROW
NATURAL
HABITAT
BUFFER
ZONE
STREET B
STREET B
STREET E
STREET F
STREET F
ALLEY 12
ALLEY 13
ALLEY 13
12" PVC WATER
8''x6" SWIVEL TEE
w/TB & 6" GV
N:136119.45
E:206807.97
FIRE HYDRANT
ASSEMBLY
N:136124.62
E:206817.97
PARKER LAND INVESTMENTS LLC
9162 KENWOOD CT
HIGHLANDS RANCH, CO 801263425
POUDRE SCHOOL DISTRICT
2407 LAPORTE AVE
FORT COLLINS, CO 80521
K AND M COMPANY
PO BOX 449
FORT COLLINS, CO 80522
K AND M COMPANY
PO BOX 449
FORT COLLINS, CO 80522
FES
PROPOSED
STORM DRAIN
STORM DRAIN
INLET (2)
OVERFLOW OUTFALL
FES
STORM DRAIN
INLET (2)
OVERFLOW
OUTFALL
OVERFLOW
OUTFALL
FES
BLOCK 23 BLOCK 24
BLOCK 25
BLOCK 26
BLOCK 27
BLOCK 29
BLOCK 28
BLOCK 28
BLOCK 23
BLOCK 45
TRACT M
BLOCK 22
TRACT P
BLOCK 42
BLOCK 43
KEYMAP
R
R
SUNIGA DRIVE
N SUMMITVIEW DR
No. Revisions:
By: Date:
REVIEWED BY:
C. SNOWDON
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/18/18
PROJECT:
1496-001
Sheet
THRIVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/18/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 47
C2.01
UTILITY PLAN
B. MATHISEN
M. KUEHNEL
1"=50'
NORTH
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
MATCHLINE-SEE SHEET C2.03
MATCHLINE-SEE SHEET C2.02
13
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Planner
C2.01
C2.02
C2.03
C2.04
C2.05 C2.06
14" W
LEGEND:
5013
93
UD
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE
OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL
BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER
SURVEY INFORMATION.
3. ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY
WATER DISTRICT (ELCO) STANDARD CONSTRUCTION SPECIFICATIONS,
LATEST EDITION.
4. ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITARY SEWER
DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
5. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY
REPRESENTED AND ARE NOT TO SCALE.
6. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT
LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE
UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD.
7. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION
BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES.
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
EDGE OF GRAVEL
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM INLET
PROPOSED STORM SEWER
PROPOSED UNDERDRAIN
PROPOSED RIGHT OF WAY
NOTES:
EXISTING SANITARY SEWER SS
PROPOSED SANITARY SEWER
S
EXISTING WATER LINE W
PROPOSED 14" WATER LINE
PROPOSED 12" WATER LINE 12" W
PROPOSED 8" WATER LINE 8" W
ELEC
H
Y
F D
E
S
PROPOSED FIRE HYDRANT
EXISITNG ELECTRIC BOX
EXISTING FIRE HYDRANT
EXISTING FES
EXISTING WATER VALVE
WV
PROPOSED BUTTERFLY VALVE
PROPOSED WATER VALVE
EXISTING STORM SEWER ST
TEST
STA
W
VAULT
ELEC
V.P.
WV
VAULT
ELEC
WV
WV
WV
V.P.
ELEC
ELEC
E
GAS T
VAULT
ELEC
VAULT C
ELEC
SS
SS
SS
SS
SS
SS
E
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
OHE OHE OHE OHE OHE
OHE
OHE
OHE OHE OHE OHE OHE
H
Y
D
G G G G G G G G G G G G G G
G G G G
W
W
W
W W W
W
W W W W W W W
W
W
W W W
W
TELE W
GAS
TELE
R R
H2O
WV
WV
WV
H2O
WV WV WV S
W
SS
W
W
IRR
IRR
W W W W
W W W
W W
W W
W
H
2O
GAS
GAS
H2O
IRR
D D
D
W
W W
W W W W W W W
W W
W W
W W W W W W
W
W
W
W
W
W
W
W
8" W
8" W
14" W
14" W 14" W
8" W
8" W
8" W
8" W
8" W
8" W
14" W
8" W
8" W
8" W 8" W
12" W 12" W
12" W 12" W
12" W 12" W
8" W 8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W 8" W 8" W
8" W
8" W
8" W
8" W 8" W 8" W
8" W
8" W
12" W
12" W 12" W 12" W
12" W
8" W
12" W
8" W
8" W 8" W
UD
UD
UD
IRR
IRR IRR
IRR
IRR IRR IRR IRR
IRR IRR
UD
STREET A
STREET B
STREET B
STREET C STREET C
STREET C
STREET D
STREET D
STREET E
STREET E
STREET E
STREET F
STREET F
ALLEY 2
ALLEY 1
ALLEY 3
ALLEY 4
ALLEY 4
ALLEY 8
ALLEY 8 ALLEY 8
ALLEY 8
ALLEY 5
ALLEY 6
ALLEY 7
ALLEY 9
ALLEY 9
ALLEY 9
ALLEY 12
ALLEY 10
ALLEY 10
ALLEY 11
ALLEY 13
ALLEY 13
STREET G
STREET G
STREET H
STREET H
STREET H
ALLEY 15
ALLEY 15
ALLEY 16
ALLEY 16
ALLEY 16 ALLEY 16
ALLEY 17
ALLEY 18
ALLEY 19
ALLEY 20
ALLEY 21
ALLEY 16
ALLEY 22
ALLEY 23
ALLEY 24
ALLEY 25
PROPOSED FIRE
HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED FIRE
HYDRANT
PROPOSED FIRE
HYDRANT
PROPOSED FIRE
HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED FIRE
HYDRANT
PROPOSED FIRE
HYDRANT
PROPOSED FIRE
HYDRANT
CONNECT TO EXISTING 14"
AC ELCO WATER MAIN
CONNECT TO EXISTING
14" ELCO WATER MAIN
CONNECT TO EXISTING
12" WATERLINE
PROPOSED 8" SANITARY
SEWER LINE
PROPOSED 8" SANITARY
SEWER LINE
PROPOSED 8" SANITARY
SEWER LINE
PROPOSED 8" SANITARY
SEWER LINE
PROPOSED 8" SANITARY
SEWER LINE
PROPOSED 8" SANITARY
SEWER LINE
PROPOSED 8" SANITARY
SEWER LINE
PROPOSED 8" SANITARY
SEWER LINE
PROPOSED 8" SANITARY
SEWER LINE
PROPOSED 8" SANITARY
SEWER LINE
PROPOSED 8" SANITARY
SEWER LINE
PROPOSED 12" SANITARY
SEWER LINE
PROPOSED FIRE
HYDRANT
EXISTING FIRE
HYDRANT
K AND M COMPANY
PO BOX 449
FORT COLLINS, CO 80522
PARKER LAND INVESTMENTS LLC
9162 KENWOOD CT
HIGHLANDS RANCH, CO 801263425
WEISS DONALD D/ BEVERLY A
1924 E. VINE DR.
FORT COLLINS, CO 80524
POUDRE SCHOOL DISTRICT
2407 LAPORTE AVE
FORT COLLINS, CO 80521
CITY OF FORT COLLINS
300 LAPORTE AVE
FORT COLLINS, CO 80521
BULL RUN LTD PARTNERSHIP
5575 DTC PKWY STE 250
GREENWOOD VILLAGE, CO 80111
DIVISION SEVEN SYSTEMS
8 GIBBS RD
LARAMIE, WY 80207
OPPIE VERA N
PO BOX 302
LAPORTE, CO 80535
K AND M COMPANY
PO BOX 449
WEISS DONALD D/ BEVERLY A FORT COLLINS, CO 80522
1924 E. VINE DR.
FORT COLLINS, CO 80524
K AND M COMPANY
PO BOX 449
FORT COLLINS, CO 80522
TIMBERVINE FARM
LIMITED PARTNERSHIP
PO BOX 272546
FORT COLLINS, CO 80527
VOICE OF TRUTH TABERNACLE
1132 SAWTOOTH OAK CT
FORT COLLINS, CO 80525
RYK JOE
1506 GLEN HAVEN DR.
FORT COLLINS, CO 80526
HOLTER GEORGE A
3509 S MASON ST
FORT COLLINS, CO 80525
PLOOG BARRY L
PO BOX 967
BOULDER, CO 80306
JONES LEONARD L
& ROMA K
2616 E. VINE DR
FORT COLLINS, CO 80524
MARK WHITE
132 JENNINGS LN
JOHNSTOWN, CO 80534
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED FIRE
HYDRANT
PROPOSED FIRE
HYDRANT
PROPOSED FIRE
HYDRANT
PROPOSED
12" WATER
PROPOSED
12" WATER
PROPOSED
12" WATER
CONNECT TO EXISTING
BOXELDER SEWER LINE
PROPOSED
14" WATER
SUNIGA DRIVE
BLOCK 23
BLOCK 24
BLOCK 25
BLOCK 27
BLOCK 28
BLOCK 28
BLOCK 22
BLOCK 21
BLOCK 29
BLOCK 30
BLOCK 31
BLOCK 20
BLOCK 32
BLOCK 33
BLOCK 39
BLOCK 38 BLOCK 37
BLOCK 36
BLOCK 35
BLOCK 34
BLOCK 32
BLOCK 34
BLOCK 34
BLOCK 41
BLOCK 42
BLOCK 43
BLOCK 45
BLOCK 45
BLOCK 44
BLOCK 40
BLOCK 1
BLOCK 3
BLOCK 4
BLOCK 16
BLOCK 6
BLOCK 5
BLOCK 7 BLOCK 8
BLOCK 9
BLOCK 15
BLOCK 14
BLOCK 13
BLOCK 12
BLOCK 10 BLOCK 11
BLOCK 2 BLOCK 17
BLOCK 18
BLOCK 19
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
TRACT M
TRACT A TRACT G
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
CONNECT TO EXISTING
BOXELDER SEWER LINE
TIMBERLINE ROAD
OLD VINE DRIVE
KEYMAP
R
R
SUNIGA DRIVE
N SUMMITVIEW DR
No. Revisions:
By: Date:
REVIEWED BY:
C. SNOWDON
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/18/18
PROJECT:
1496-001
Sheet
THRIVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/18/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 47
C2.00
OVERALL UTILITY PLAN
B. MATHISEN
M. KUEHNEL
1"=150'
12
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Planner
NORTH
( IN FEET )
0
1 INCH = 150 FEET
150 150 300 450
C2.01
C2.02
C2.03
C2.04
C2.05 C2.06
14" W
LEGEND:
5013
93
UD
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE
OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL
BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER
SURVEY INFORMATION.
3. ALL WATER CONSTRUCTION SHALL BE PER THE EAST LARIMER COUNTY
WATER DISTRICT (ELCO) STANDARD CONSTRUCTION SPECIFICATIONS,
LATEST EDITION.
4. ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITARY SEWER
DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
5. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY
REPRESENTED AND ARE NOT TO SCALE.
6. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT
LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE
UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD.
7. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION
BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES.
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
EDGE OF GRAVEL
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM INLET
PROPOSED STORM SEWER
PROPOSED UNDERDRAIN
PROPOSED RIGHT OF WAY
NOTES:
EXISTING SANITARY SEWER SS
PROPOSED SANITARY SEWER
S
EXISTING WATER LINE W
PROPOSED 14" WATER LINE
PROPOSED 12" WATER LINE 12" W
PROPOSED 8" WATER LINE 8" W
ELEC
H
Y
F D
E
S
PROPOSED FIRE HYDRANT
EXISITNG ELECTRIC BOX
EXISTING FIRE HYDRANT
EXISTING FES
EXISTING WATER VALVE
WV
PROPOSED BUTTERFLY VALVE
PROPOSED WATER VALVE
EXISTING STORM SEWER ST
SS
SS
SS SS SS
SS
SS
SS
SS
SS
TH
TH
TH
X X
X
OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE OHE OHE OHE OHE
OHE OHE OHE OHE
H
Y
D
W
W W W
W W
W W W W
W
W
W
W
W
W
W
W
W
W
W W
GAS
WV WV WV S
W
SS SS SS
W W W W W W W W W
GRADING & STORMWATER
DETENTION POND
MAINTENANCE EASEMENT
REC. NO. 2000049501
TO BE VACATED
SCRUB TREE
AREA TO BE
REMOVED
EXISTING SANITARY MH PDI 0820
RIM=4958.17
INV. 10" PVC (N)=4945.64
INV. 10" PVC (S)=4945.40
TO BE REMOVED
EXISTING LIGHT POLE
TO BE RELOCATED
EXISTING SIGN
TO BE REMOVED
EXISTING
SIGNS TO
BE REMOVED
EXISTING SIGN
TO BE REMOVED
EXISTING 10"
SANITARY SEWER LINE
TO BE REMOVED
EXISTING CURB, GUTTER, &
SIDEWALK TO BE REMOVED
EXISTING WATER LINE
TO BE REMOVED
EXISTING "NO
TRESPASSING" SIGN
EXISTING SANITARY MH PDI 0750
RIM=4949.29
INV. 10" PVC (E)=4938.24
INV. 16" PVC (S)=4937.99
EXISTING SANITARY MH PDI 0760
RIM=4951.42
INV. 10" PVC (E)=4938.97
INV. 10" PVC (W)=4938.79
EXISTING "GAS PIPELINE
WARNING" SIGN
EXISTING "MERGANSER DR/VINE DR/
NO OUTLET/STOP" SIGN
SCRUB TREE AREA
TO BE REMOVED
EXISTING STORM MH
RIM=4955.64
INV. 60" RCP (NW)=4945.84
INV. 60" RCP (E)=4945.84
EXISTING SANITARY MH PDI 0770
RIM=4955.19
INV. 10" PVC (N)=4940.04
INV. 10" PVC (W)=4939.82
EXISTING STORM MH
RIM=4954.86
INV. 60" RCP (NW)=4938.97
INV. 60" RCP (SE)=4938.79
INV. 60" RCP=4945.44
EXISTING SANITARY MH PDI 0780
RIM=4956.50
INV. 10" PVC (N)=4940.43
INV. 8" PVC (W)=4940.53
INV. 10" PVC (S)=4940.22
SCRUB TREE AREA
TO BE REMOVED
SCRUB TREE
AREA TO BE
REMOVED
EXISTING SANITARY MH PDI 0790
RIM=4957.43
INV. 10" PVC (N)=4941.13
INV. 10" PVC (S)=4940.92
EXISTING SANITARY MH PDI 0800
RIM=4958.36
INV. 10" PVC (N)=4941.99
INV. 10" PVC (E)=4941.99
INV. 10" PVC (S)=4941.89
TO BE REMOVED & REPLACED
EXISTING SANITARY MH PDI 0810
RIM=4958.96
INV. 10" PVC (N)=4942.24
INV. 8" PVC (W)=4942.36
INV. 10" PVC (S)=4942.15
TO BE REMOVED
EXISTING ELECTRIC
BOX
EXISTING
GAS
MARKER
EXISTING
TELEPHONE
PEDESTAL
EXISTING
ELECTRIC
VAULT
EXISTING
ELECTRIC
METER
EXISTING LIGHT POLE
EXISTING ELECTRIC
VAULT TO BE RELOCATED
EXISTING SIGNS
TO BE REMOVED
EXISTING SIGN TO BE REMOVED
EXISTING SIGNS TO BE REMOVED
EXISTING SIGN
TO BE REMOVED
EXISTING 10"
SANITARY SEWER LINE
EXISTING 10"
SANITARY SEWER LINE
EXISTING OVERHEAD ELECTRICAL LINE
TO BE RELOCATED UNDERGROUND
EXISTING CABLE
VAULT
EXISTING LIGHT POLE
EXISTING WATER
MANHOLE TO BE
REMOVED
EXISTING 16"
SANITARY
SEWER LINE
EXISTING ELECTRIC
VAULT TO BE RELOCATED
EXISTING OVERHEAD ELECTRICAL LINE
TO BE RELOCATED UNDERGROUND
EXISTING TELEPHONE MANHOLE
EXISTING CURB, GUTTER, &
SIDEWALK TO BE REMOVED
EXISTING FENCE
TO BE REMOVED
EXISTING 2' TRICKLE PAN
TO BE REMOVED
EXISTING WATER LINE
TO BE REMOVED
EXISTING FIRE HYDRANT
EXISTING POWER POLE
TO BE REMOVED
EXISTING POWER POLE
TO BE REMOVED
EXISTING 8" SS LINE
TO BE REMOVED
EXISTING MH TO BE
GROUTED PER BOXELDER
SANITATION DISTRICT STANDARDS
SANITARY SEWER LINE
TO BE REMOVED
CONTRACTOR TO COORDINATE
WITH PRIVATE UTILITY COMPANIES.
EXISTING UTILITIES MAY REQUIRE
TO BE RELOCATED.
STORM LINE TO BE REMOVED
APPROXIMATELY 60'
DIVISION SEVEN SYSTEMS
8 GIBBS RD
LARAMIE, WY 80207
BULL RUN LTD PARTNERSHIP
5575 DTC PKWY STE 250
GREENWOOD VILLAGE, CO 80111
OPPIE VERA N
PO BOX 302
LAPORTE, CO 80535
/
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/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
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No. Revisions:
By: Date:
REVIEWED BY:
C. SNOWDON
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/18/18
PROJECT:
1496-001
Sheet
THRIVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/18/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 47
KEYMAP
R
R
SUNIGA DRIVE
N SUMMITVIEW DR
C1.07
DEMOLITION PLAN
B. MATHISEN
M. KUEHNEL
1"=50'
NORTH
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
MATCHLINE-SEE SHEET C1.06
MATCHLINE-SEE SHEET C1.04 MATCHLINE-SEE SHEET C1.05
MATCHLINE-SEE SHEET C1.04
11
C1.02
C1.03
C1.04
C1.05
C1.06 C1.07
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Planner
LEGEND:
G
OHE OHE
EXISTING STORM SEWER
ST
EXISTING OVERHEAD ELECTRIC LINES
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
NOTES:
1. IR STANDARDS. EXISTING CP TEST STATIONS TO BE RELOCATED OUT OF
ASPHALT SECTION LOCATED BEHIND BACK OF CURB. CONTRACTOR TO
COTACT CITY OF FORT COLLINS WATER UTILITIES (970) 416-2165 TO
CORDINATE THE RELOCATION PRIOR TO GRADING AND PAVING ALONG
TIMBERLINE ROAD.
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROJECT BOUNDARY
EXISTING LOT, TRACT & ROW LINES FROM PLAT
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
VAULT
ELEC
H Y
D
CONTROL
IRR
H2O
G
ELEC
F
E
S
GV
C
S
W
GAS
H2O
H2O
S
D
TH
WV
V.P.
EXISTING EASEMENT LINE
EDGE OF GRAVEL
ROAD ROW LINE
EXISTING INLET GRATE
EXISTING WATER CURBSTOP
EXISTING WATER STUB
EXISTING GATE VALVE
EXISTING FLARED END SECTION
EXISTING WATER VALVE
EXISTING ELECTRIC BOX
EXISTING LIGHT POLE
EXISTING GAS MARKER
EXISTING WATER MARKER
EXISTING WATER MANHOLE
EXISTING SANITARY MANHOLE
EXISTING STORM MANHOLE
EXISTING SIGN
EXISTING TESTHOLE
EXISTING POWER POLE
EXISTING VERTICAL PIPE
SECTION LINE
EXISTING UTILITIES TO BE REMOVED / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
EXISTING CONCRETE TO BE REMOVED
CENTER OF CITY OF
GREELEY PIPELINE
EASEMENT
BK 951, PG 115 &
BK 1465, PG 452
50' GAS LINE EASEMENT
WESTERN SLOPE GAS
COMPANY
BOOK 1380, PAGE 222
(PUBLIC SERVICE CO.)
BOXELDER SANITATION
DISTRICT SEWER EASEMENT
REC. NO. 98090191
TO BE VACATED
GRADING & STORMWATER
DETENTION POND
MAINTENANCE EASEMENT
REC. NO. 2000049501
TO BE VACATED
EXISTING "WARNING NATURAL
GAS PIPELINE PIPELINE NOT
UNDER MARKER" SIGN
EXISTING 8' CHAINLINK
FENCE
EXISTING "CITY OF GREELEY
BURIED PIPELINE #1" SIGN
EXISTING "CITY OF GREELEY
BURIED PIPELINE #3" SIGN
EXISTING 2' TRICKLE PAN
TO BE REMOVED
EXISTING OUTLET STRUCTURE
INV.=4940.9
TO BE REMOVED
EXISTING STORM MH
RIM=4944.42
(TO BE REMOVED)
INV. 18" RCP (NE)=4940.92
INV. 24" RCP (SW)=4940.87
EXISTING
"NO TRESPASSING
NO DUMPING" SIGN
EXISTING "BIKE
LANE ENDS" SIGN
(TO BE RELOCATED)
EXISTING "FUTURE
PARK" SIGN (TO
BE REMOVED)
EXISTING "PROPOSED
SCHOOL SITE" SIGN
(TO BE REMOVED)
EXISTING "ROAD
NARROWS" SIGN
(TO BE RELOCATED)
EXISTING "GAS PIPELINE
WARNING" SIGN
EXISTING "NO
TRESPASSING" SIGN
EXISTING SANITARY MH PDI 0750
RIM=4949.29
INV. 10" PVC (E)=4938.24
INV. 16" PVC (S)=4937.99
EXISTING OVERFLOW
STRUCTURE
INV. 24" RCP=4941.35
INV. 12" PVC=4941.10
INV. 12" PVC=4941.15
EXISTING CABLE
VAULT
EXISTING TESTHOLE
EXISTING 10"
SANITARY SEWER LINE
EXISTING OVERHEAD ELECTRICAL LINE
TO BE RELOCATED UNDERGROUND
EXISTING POWER POLE
TO BE REMOVED
EXISTING 16"
SANITARY
SEWER LINE
EXISTING 14" AC PIPE
ELCO WATER MAIN
EXISTING GAS
FACILITY
EXISTING 14" AC PIPE
ELCO WATER MAIN TO
BE REMOVED
EXISTING POWER POLE
TO BE REMOVED
EXISTING OVERHEAD ELECTRICAL LINE
TO BE RELOCATED UNDERGROUND
EXISTING OVERHEAD
ELECTRICAL LINE
76 L.F. OF EXISTING 18" RCP
TO BE REMOVED
EXISTING WATER LINE
TO BE REMOVED
WEISS DONALD D/ BEVERLY A
1924 E. VINE DR.
FORT COLLINS, CO 80524
CITY OF FORT COLLINS
300 LAPORTE AVE
FORT COLLINS, CO 80521
/ / / / / / / / / / / / / / / / / / / / / / / / / / /
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No. Revisions:
By: Date:
REVIEWED BY:
C. SNOWDON
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/18/18
PROJECT:
1496-001
Sheet
THRIVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/18/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 47
KEYMAP
R
R
SUNIGA DRIVE
N SUMMITVIEW DR
C1.06
DEMOLITION PLAN
B. MATHISEN
M. KUEHNEL
1"=50'
NORTH
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
MATCHLINE-SEE SHEET C1.04
MATCHLINE-SEE SHEET C1.07
10
C1.02
C1.03
C1.04
C1.05
C1.06 C1.07
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Planner
LEGEND:
G
OHE OHE
EXISTING STORM SEWER
ST
EXISTING OVERHEAD ELECTRIC LINES
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
NOTES:
1. IR STANDARDS. EXISTING CP TEST STATIONS TO BE RELOCATED OUT OF
ASPHALT SECTION LOCATED BEHIND BACK OF CURB. CONTRACTOR TO
COTACT CITY OF FORT COLLINS WATER UTILITIES (970) 416-2165 TO
CORDINATE THE RELOCATION PRIOR TO GRADING AND PAVING ALONG
TIMBERLINE ROAD.
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROJECT BOUNDARY
EXISTING LOT, TRACT & ROW LINES FROM PLAT
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
VAULT
ELEC
H Y
D
CONTROL
IRR
H2O
G
ELEC
F
E
S
GV
C
S
W
GAS
H2O
H2O
S
D
TH
WV
V.P.
EXISTING EASEMENT LINE
EDGE OF GRAVEL
ROAD ROW LINE
EXISTING INLET GRATE
EXISTING WATER CURBSTOP
EXISTING WATER STUB
EXISTING GATE VALVE
EXISTING FLARED END SECTION
EXISTING WATER VALVE
EXISTING ELECTRIC BOX
EXISTING LIGHT POLE
EXISTING GAS MARKER
EXISTING WATER MARKER
EXISTING WATER MANHOLE
EXISTING SANITARY MANHOLE
EXISTING STORM MANHOLE
EXISTING SIGN
EXISTING TESTHOLE
EXISTING POWER POLE
EXISTING VERTICAL PIPE
SECTION LINE
EXISTING UTILITIES TO BE REMOVED / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
EXISTING CONCRETE TO BE REMOVED
D
W
W W
W
W
W
W W
W
W W
D
TELE
WV WV WV S
W
SS SS SS
IRR
IRR
IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR
IRR
IRR IRR IRR IRR IRR IRR IRR IRR
IRR
IRR
IRR
IRR
W W W
W W W
W W
W W W W W W W
W
W W
W W W W
H
2O
GAS
GAS
IRR
IRR
IRR
IRR
D
SCRUB TREE
AREA TO BE
REMOVED
EXISTING SANITARY MH PDI 0820
RIM=4958.17
INV. 10" PVC (N)=4945.64
INV. 10" PVC (S)=4945.40
TO BE REMOVED
EXISTING LIGHT POLE
TO BE RELOCATED
EXISTING SIGN
TO BE REMOVED
EXISTING
SIGNS TO
BE REMOVED
EXISTING SIGN
TO BE REMOVED
EXISTING 10"
SANITARY SEWER LINE
TO BE REMOVED
EXISTING CURB, GUTTER, &
SIDEWALK TO BE REMOVED
EXISTING WATER LINE
TO BE REMOVED
SCRUB TREE AREA
TO BE REMOVED
EXISTING 18" CMP
INV.=4970.59
TO BE REMOVED
EXISTING 18" CMP
INV.=4970.45
TO BE REMOVED
EXISTING 8" STEEL
PIPE (CUT OFF)
TO BE REMOVED
EXISTING 6" STEEL
PIPE (CUT OFF)
TO BE REMOVED
EXISTING 6-2" PVC
VERT. PIPES TO BE REMOVED
EXISTING 8" PLASTIC PIPE
(ABOVE GROUND) TO BE REMOVED
EXISTING PUMP HOUSE
EXISTING SANITARY MH PDI 0790
RIM=4957.43
INV. 10" PVC (N)=4941.13
INV. 10" PVC (S)=4940.92
EXISTING SANITARY MH PDI 0800
RIM=4958.36
INV. 10" PVC (N)=4941.99
INV. 10" PVC (E)=4941.99
INV. 10" PVC (S)=4941.89
TO BE REMOVED & REPLACED
EXISTING SANITARY MH PDI 0810
RIM=4958.96
INV. 10" PVC (N)=4942.24
INV. 8" PVC (W)=4942.36
INV. 10" PVC (S)=4942.15
TO BE REMOVED
EXISTING ELECTRIC
VAULT
EXISTING ELECTRIC
BOX
EXISTING ELECTRIC BOX
TO BE RELOCATED BY OTHERS
EXISTING ELECTRIC
BOX
EXISTING
GAS
MARKER
EXISTING
TELEPHONE
PEDESTAL
EXISTING
ELECTRIC
VAULT
EXISTING
ELECTRIC
METER
EXISTING LIGHT POLE
EXISTING ELECTRIC
VAULT TO BE RELOCATED
EXISTING POWER POLE
TO BE REMOVED
EXISTING TESTHOLE
EXISTING OVERHEAD ELECTRICAL LINE
TO BE RELOCATED UNDERGROUND
EXISTING WATER
MANHOLE TO BE
REMOVED
EXISTING FIRE HYDRANT
EXISTING
POWER POLE
TO BE
REMOVED
EXISTING POWER POLE
TO BE REMOVED
EXISTING POWER POLE
TO BE REMOVED
EXISTING CONCRETE
TO BE REMOVED
SANITARY SEWER LINE
TO BE REMOVED
EXISTING 18" CMP
INV.=4972.22
TO BE REMOVED
EXISTING IRRIGATION MANHOLE TO BE REMOVED
IRRIGATION LINE TO THE SOUTH TO BE
REMOVED AND CAPPED AT NEXT MANHOLE
CONTRACTOR TO COORDINATE
WITH PRIVATE UTILITY COMPANIES.
EXISTING UTILITIES MAY REQUIRE
TO BE RELOCATED.
APPROXIMATE LOCATION OF
BURIED CP TEST STATION
TO BE RELOCATED
NOT FIELD LOCATION (SEE NOTE 1)
BULL RUN LTD PARTNERSHIP
5575 DTC PKWY STE 250
GREENWOOD VILLAGE, CO 80111
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No. Revisions:
By: Date:
REVIEWED BY:
C. SNOWDON
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/18/18
PROJECT:
1496-001
Sheet
THRIVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/18/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 47
KEYMAP
R
R
SUNIGA DRIVE
N SUMMITVIEW DR
C1.05
DEMOLITION PLAN
B. MATHISEN
M. KUEHNEL
1"=50'
NORTH
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
MATCHLINE-SEE SHEET C1.07
MATCHLINE-SEE SHEET C1.03
MATCHLINE-SEE SHEET C1.04
09
C1.02
C1.03
C1.04
C1.05
C1.06 C1.07
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Planner
LEGEND:
G
OHE OHE
EXISTING STORM SEWER
ST
EXISTING OVERHEAD ELECTRIC LINES
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
NOTES:
1. IR STANDARDS. EXISTING CP TEST STATIONS TO BE RELOCATED OUT OF
ASPHALT SECTION LOCATED BEHIND BACK OF CURB. CONTRACTOR TO
COTACT CITY OF FORT COLLINS WATER UTILITIES (970) 416-2165 TO
CORDINATE THE RELOCATION PRIOR TO GRADING AND PAVING ALONG
TIMBERLINE ROAD.
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROJECT BOUNDARY
EXISTING LOT, TRACT & ROW LINES FROM PLAT
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
VAULT
ELEC
H Y
D
CONTROL
IRR
H2O
G
ELEC
F
E
S
GV
C
S
W
GAS
H2O
H2O
S
D
TH
WV
V.P.
EXISTING EASEMENT LINE
EDGE OF GRAVEL
ROAD ROW LINE
EXISTING INLET GRATE
EXISTING WATER CURBSTOP
EXISTING WATER STUB
EXISTING GATE VALVE
EXISTING FLARED END SECTION
EXISTING WATER VALVE
EXISTING ELECTRIC BOX
EXISTING LIGHT POLE
EXISTING GAS MARKER
EXISTING WATER MARKER
EXISTING WATER MANHOLE
EXISTING SANITARY MANHOLE
EXISTING STORM MANHOLE
EXISTING SIGN
EXISTING TESTHOLE
EXISTING POWER POLE
EXISTING VERTICAL PIPE
SECTION LINE
EXISTING UTILITIES TO BE REMOVED / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
EXISTING CONCRETE TO BE REMOVED
BE REMOVED
EXISTING SIGN
TO BE REMOVED
EXISTING 10"
SANITARY SEWER LINE
TO BE REMOVED
EXISTING CURB, GUTTER, &
SIDEWALK TO BE REMOVED
SCRUB TREE AREA
TO BE REMOVED
SCRUB TREE
AREA
EXISTING FENCE
TO BE REMOVED
EXISTING SANITARY MH PDI 0810
RIM=4958.96
INV. 10" PVC (N)=4942.24
INV. 8" PVC (W)=4942.36
INV. 10" PVC (S)=4942.15
TO BE REMOVED
EXISTING
GAS
MARKER
EXISTING
TELEPHONE
PEDESTAL
EXISTING
ELECTRIC
VAULT
EXISTING
ELECTRIC
METER
EXISTING FENCE
TO BE REMOVED
EXISTING FENCE
TO BE REMOVED
EXISTING WATER
MANHOLE TO BE
REMOVED
EXISTING FENCE
TO BE REMOVED
CITY OF FORT COLLINS
300 LAPORTE AVE
FORT COLLINS, CO 80521
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No.
Revisions: By: Date:
REVIEWED BY:
C. SNOWDON
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/18/18
PROJECT:
1496-001
Sheet
THRIVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/18/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 47
KEYMAP
R
R
SUNIGA DRIVE
N SUMMITVIEW DR
C1.04
DEMOLITION PLAN
B. MATHISEN
M. KUEHNEL
1"=50'
NORTH
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
MATCHLINE-SEE SHEET C1.06
MATCHLINE-SEE SHEET C1.03
MATCHLINE-SEE SHEET C1.02
MATCHLINE-SEE SHEET C1.07
MATCHLINE-SEE SHEET C1.05
08
C1.02
C1.03
C1.04
C1.05
C1.06 C1.07
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Planner
LEGEND:
G
OHE OHE
EXISTING STORM SEWER
ST
EXISTING OVERHEAD ELECTRIC LINES
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
NOTES:
1. IR STANDARDS. EXISTING CP TEST STATIONS TO BE RELOCATED OUT OF
ASPHALT SECTION LOCATED BEHIND BACK OF CURB. CONTRACTOR TO
COTACT CITY OF FORT COLLINS WATER UTILITIES (970) 416-2165 TO
CORDINATE THE RELOCATION PRIOR TO GRADING AND PAVING ALONG
TIMBERLINE ROAD.
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROJECT BOUNDARY
EXISTING LOT, TRACT & ROW LINES FROM PLAT
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
VAULT
ELEC
H Y
D
CONTROL
IRR
H2O
G
ELEC
F
E
S
GV
C
S
W
GAS
H2O
H2O
S
D
TH
WV
V.P.
EXISTING EASEMENT LINE
EDGE OF GRAVEL
ROAD ROW LINE
EXISTING INLET GRATE
EXISTING WATER CURBSTOP
EXISTING WATER STUB
EXISTING GATE VALVE
EXISTING FLARED END SECTION
EXISTING WATER VALVE
EXISTING ELECTRIC BOX
EXISTING LIGHT POLE
EXISTING GAS MARKER
EXISTING WATER MARKER
EXISTING WATER MANHOLE
EXISTING SANITARY MANHOLE
EXISTING STORM MANHOLE
EXISTING SIGN
EXISTING TESTHOLE
EXISTING POWER POLE
EXISTING VERTICAL PIPE
SECTION LINE
EXISTING UTILITIES TO BE REMOVED / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
EXISTING CONCRETE TO BE REMOVED
TO BE REMOVED
EXISTING 18" CMP
INV.=4970.45
TO BE REMOVED
EXISTING 18" CMP
INV.=4974.20
TO BE REMOVED
EXISTING 10' WIDE
GRAVEL ROADWAY
TO BE REMOVED
EXISTING 8" STEEL
PIPE (CUT OFF)
TO BE REMOVED
EXISTING 6" STEEL
PIPE (CUT OFF)
TO BE REMOVED
EXISTING 6-2" PVC
VERT. PIPES TO BE REMOVED
EXISTING 8" PLASTIC PIPE
(ABOVE GROUND) TO BE REMOVED
EXISTING POWER POLE
EXISTING ELECTRIC BOX
TO BE RELOCATED BY OTHERS
EXISTING VERTICAL PIPE
EXISTING TESTHOLE
EXISTING OVERHEAD ELECTRICAL LINE
TO BE RELOCATED UNDERGROUND
HEADGATE NO. 10 LATERAL
EXISTING FENCE
TO BE REMOVED
EXISTING FENCE
EXISTING POWER POLE
EXISTING POWER POLE
TO BE REMOVED
EXISTING POWER POLE
TO BE REMOVED
EXISTING POWER POLE
TO BE REMOVED
EXISTING
POWER POLE
TO BE
REMOVED
EXISTING CONCRETE
TO BE REMOVED
EXISTING 18" CMP
INV.=4972.22
TO BE REMOVED
APPROXIMATE LOCATION OF
BURIED CP TEST STATION
TO BE RELOCATED
NOT FIELD LOCATION (SEE NOTE 1)
APPROXIMATE LOCATION OF
BURIED CP TEST STATION
TO BE RELOCATED
NOT FIELD LOCATION (SEE NOTE 1)
K AND M COMPANY
PO BOX 449
FORT COLLINS, CO 80522
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No. Revisions:
By: Date:
REVIEWED BY:
C. SNOWDON
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/18/18
PROJECT:
1496-001
Sheet
THRIVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/18/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 47
KEYMAP
R
R
SUNIGA DRIVE
N SUMMITVIEW DR
C1.03
DEMOLITION PLAN
B. MATHISEN
M. KUEHNEL
1"=50'
NORTH
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
MATCHLINE-SEE SHEET C1.05
MATCHLINE-SEE SHEET C1.04 MATCHLINE-SEE SHEET C1.02
07
C1.02
C1.03
C1.04
C1.05
C1.06 C1.07
LEGEND:
G
OHE OHE
EXISTING STORM SEWER
ST
EXISTING OVERHEAD ELECTRIC LINES
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
NOTES:
1. IR STANDARDS. EXISTING CP TEST STATIONS TO BE RELOCATED OUT OF
ASPHALT SECTION LOCATED BEHIND BACK OF CURB. CONTRACTOR TO
COTACT CITY OF FORT COLLINS WATER UTILITIES (970) 416-2165 TO
CORDINATE THE RELOCATION PRIOR TO GRADING AND PAVING ALONG
TIMBERLINE ROAD.
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROJECT BOUNDARY
EXISTING LOT, TRACT & ROW LINES FROM PLAT
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
VAULT
ELEC
H Y
D
CONTROL
IRR
H2O
G
ELEC
F
E
S
GV
C
S
W
GAS
H2O
H2O
S
D
TH
WV
V.P.
EXISTING EASEMENT LINE
EDGE OF GRAVEL
ROAD ROW LINE
EXISTING INLET GRATE
EXISTING WATER CURBSTOP
EXISTING WATER STUB
EXISTING GATE VALVE
EXISTING FLARED END SECTION
EXISTING WATER VALVE
EXISTING ELECTRIC BOX
EXISTING LIGHT POLE
EXISTING GAS MARKER
EXISTING WATER MARKER
EXISTING WATER MANHOLE
EXISTING SANITARY MANHOLE
EXISTING STORM MANHOLE
EXISTING SIGN
EXISTING TESTHOLE
EXISTING POWER POLE
EXISTING VERTICAL PIPE
SECTION LINE
EXISTING UTILITIES TO BE REMOVED / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
EXISTING CONCRETE TO BE REMOVED
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Planner
RIGHT OF WAY EASEMENT
REC. NO. 20080072495
20' CITY OF FORT COLLINS
WATER MAIN EASEMENT
RECEPTION NO. 85054353
20' ELCO EASEMENT
& RIGHT-OF-WAY
EXISTING CONCRETE
DIVERSION STRUCTURE
TO BE REMOVED
EXISTING 36" CMP
INV.=4972.13
TO BE REMOVED
EXISTING 36" CMP
INV.=4972.36
TO BE REMOVED
EXISTING "CITY OF
FORT COLLINS BURRIED
PIPELINE" SIGN
EXISTING CONCRETE
DIVERSION STRUCTURE
TO BE REMOVED
EXISTING 18" RCP
INV.=4970.61
TO BE REMOVED
EXISTING FENCE
TO BE REMOVED
CENTERLINE
ELECTRIC TRANSMISSION
LINE EASEMENT
EXISTING TESTHOLE
EXISTING OVERHEAD
ELECTRICAL LINE
EXISTING WATER
MANHOLE
EXISTING POWER
POLE
EXISTING WATER
MANHOLE
EXISTING VERTICAL PIPE
EXISTING CITY OF FORT
COLLINS WATER LINE
EXISTING 24" DUCTILE IRON PIPE
EAST LARMIER COUNTY
WATER DISTRICT (ELCO) WATER LINE EXISTING 42" DUCTILE IRON PIPE
NORTH WELD COUNTY WATER
DISTRICT (NWCWD) & ELCO WATER LINE
EXISTING FENCE
TO BE REMOVED
EXISTING "CITY OF
FORT COLLINS BURRIED
PIPELINE" SIGNS
EXISTING "ELCO WATER LINE" SIGN
PARKER LAND INVESTMENTS LLC
9162 KENWOOD CT
HIGHLANDS RANCH, CO 801263425
POUDRE SCHOOL DISTRICT
2407 LAPORTE AVE
FORT COLLINS, CO 80521
K AND M COMPANY
PO BOX 449
FORT COLLINS, CO 80522
K AND M COMPANY
PO BOX 449
FORT COLLINS, CO 80522
/ /
/ / / / / / / / / / / / / /
No. Revisions:
By: Date:
REVIEWED BY:
C. SNOWDON
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/18/18
PROJECT:
1496-001
Sheet
THRIVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/18/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 47
KEYMAP
R
R
SUNIGA DRIVE
N SUMMITVIEW DR
C1.02
DEMOLITION PLAN
B. MATHISEN
M. KUEHNEL
1"=50'
NORTH
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
MATCHLINE-SEE SHEET C1.04
MATCHLINE-SEE SHEET C1.03
06
C1.02
C1.03
C1.04
C1.05
C1.06 C1.07
LEGEND:
G
OHE OHE
EXISTING STORM SEWER
ST
EXISTING OVERHEAD ELECTRIC LINES
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
NOTES:
1. IR STANDARDS. EXISTING CP TEST STATIONS TO BE RELOCATED OUT OF
ASPHALT SECTION LOCATED BEHIND BACK OF CURB. CONTRACTOR TO
COTACT CITY OF FORT COLLINS WATER UTILITIES (970) 416-2165 TO
CORDINATE THE RELOCATION PRIOR TO GRADING AND PAVING ALONG
TIMBERLINE ROAD.
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROJECT BOUNDARY
EXISTING LOT, TRACT & ROW LINES FROM PLAT
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
VAULT
ELEC
H Y
D
CONTROL
IRR
H2O
G
ELEC
F
E
S
GV
C
S
W
GAS
H2O
H2O
S
D
TH
WV
V.P.
EXISTING EASEMENT LINE
EDGE OF GRAVEL
ROAD ROW LINE
EXISTING INLET GRATE
EXISTING WATER CURBSTOP
EXISTING WATER STUB
EXISTING GATE VALVE
EXISTING FLARED END SECTION
EXISTING WATER VALVE
EXISTING ELECTRIC BOX
EXISTING LIGHT POLE
EXISTING GAS MARKER
EXISTING WATER MARKER
EXISTING WATER MANHOLE
EXISTING SANITARY MANHOLE
EXISTING STORM MANHOLE
EXISTING SIGN
EXISTING TESTHOLE
EXISTING POWER POLE
EXISTING VERTICAL PIPE
SECTION LINE
EXISTING UTILITIES TO BE REMOVED / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
EXISTING CONCRETE TO BE REMOVED
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Planner
ELEC
VAULT C
ELEC
SS
SS
SS SS
SS SS
SS SS
SS
SS SS
SS
E E
TH
TH
TH
TH
TH
TH
TH
TH
TH
TH
TH
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
OHE OHE OHE OHE
OHE OHE
OHE OHE OHE
OHE OHE
OHE OHE OHE
OHE OHE
H
Y
D
G G G G G G G G G G G G
W W
W
W W W W
W
W
W
W
TELE W
GAS
D
TELE
R R
R R
H2O
WV
WV
WV
H2O
WV WV WV S
W
SS
W W
W
W
IRR IRR IRR IRR
IRR
IRR IRR IRR IRR IRR IRR
IRR
IRR
IRR
W W W W W
W W W
W W W W
W W W
W
H
2O
GAS
GAS
IRR IRR
D D
D
W
W W W W W W W W W W
W
W W W W W W W W
W W W W
W W
SCRUB TREE
AREA
SCRUB TREE
AREA
SCRUB TREE
AREA
EXISTING 18" CMP
INV.=4970.59
EXISTING 18" CMP
INV.=4970.45
EXISTING 8" STEEL
PIPE (CUT OFF)
EXISTING 6" STEEL
PIPE (CUT OFF)
EXISTING 6-2" PVC
VERT. PIPES
EXISTING 8" PLASTIC PIPE
(ABOVE GROUND)
EXISTING PUMP HOUSE
DRAINAGE EASEMENT PER
RECEPTION NO. 98094713
50' GAS LINE EASEMENT
WESTERN SLOPE GAS
COMPANY
BOOK 1380, PAGE 222
(PUBLIC SERVICE CO.)
BOXELDER SANITATION
DISTRICT SEWER EASEMENT
REC. NO. 98090191
GRADING & STORMWATER
DETENTION POND
MAINTENANCE EASEMENT
REC. NO. 2000049501
EXISTING XCEL SIGN
"WARNING NATURAL
GAS PIPELINE
PIPELINE NOT UNDER
MARKER"
EXISTING 8' CHAINLINK
FENCE
EXISTING "CITY OF GREELEY
BURIED PIPELINE #1" SIGN
EXISTING
"CITY OF GREELEY
BURIED PIPELINE
#3" SIGN EXISTING 2' TRICKLE PAN
EXISTING 18" RCP
INV.=4940.9
EXISTING STORM MH
RIM=4944.42
INV. 18" RCP (NE)=4940.92
EXISTING INV. 24" RCP (SW)=4940.87
"NO TRESPASSING
NO DUMPING" SIGN
EXISTING "BIKE
LANE ENDS" SIGN
EXISTING "FUTURE
PARK" SIGN
EXISTING "PROPOSED
SCHOOL SITE" SIGN
EXISTING "ROAD
NARROWS" SIGN
EXISTING "GAS PIPELINE
WARNING" SIGN
EXISTING "NO
TRESPASSING" SIGN
EXISTING SANITARY MH PDI 0750
RIM=4949.29
INV. 10" PVC (E)=4938.24
INV. 16" PVC (S)=4937.99
EXISTING SANITARY MH PDI 0760
RIM=4951.42
INV. 10" PVC (E)=4938.97
INV. 10" PVC (W)=4938.79
EXISTING "GAS PIPELINE
WARNING" SIGN
EXISTING "MERGANSER DR/VINE DR/
NO OUTLET/STOP" SIGN
SCRUB TREE
AREA
EXISTING STORM MH
RIM=4955.64
INV. 60" RCP (NW)=4945.84
INV. 60" RCP (E)=4945.84
EXISTING SANITARY MH PDI 0770
RIM=4955.19
INV. 10" PVC (N)=4940.04
INV. 10" PVC (W)=4939.82
EXISTING STORM MH
RIM=4954.86
INV. 60" RCP (NW)=4938.97
INV. 60" RCP (SE)=4938.79
INV. 60" RCP=4945.44
EXISTING SANITARY MH PDI 0780
RIM=4956.50
INV. 10" PVC (N)=4940.43
INV. 8" PVC (W)=4940.53
INV. 10" PVC (S)=4940.22
SCRUB TREE
AREA
SCRUB TREE
AREA
SCRUB TREE
AREA
EXISTING SANITARY MH PDI 0790
RIM=4957.43
INV. 10" PVC (N)=4941.13
INV. 10" PVC (S)=4940.92
EXISTING SANITARY MH PDI 0800
RIM=4958.36
INV. 10" PVC (N)=4941.66
INV. 10" PVC (E)=4941.74
INV. 10" PVC (S)=4940.41
EXISTING SANITARY MH PDI 0810
RIM=4958.96
INV. 10" PVC (N)=4942.24
INV. 8" PVC (W)=4942.36
INV. 10" PVC (S)=4942.15
EXISTING SANITARY MH PDI 0820
RIM=4958.17
INV. 10" PVC (N)=4945.64
INV. 10" PVC (S)=4945.40
EXISTING
OVERFLOW
STRUCTURE
EXISTING ELECTRIC
VAULT
EXISTING ELECTRIC
BOX
EXISTING ELECTRIC
BOX
EXISTING ELECTRIC
BOX
EXISTING GAS
MARKER
EXISTING TELEPHONE
PEDESTAL
EXISTING ELECTRIC
VAULT
EXISTING LIGHT POLE
EXISTING SIGN
EXISTING ELECTRIC
METER
EXISTING SIGN
EXISTING SIGN
EXISTING LIGHT POLE
EXISTING ELECTRIC
VAULT
EXISTING SIGN
EXISTING SIGN
EXISTING SIGN
EXISTING 12"
ELCO WATER
INV. 24" RCP=4941.35
INV. 12" PVC=4941.10
INV. 12"
PVC=4941.15
EXISTING FENCE
EXISTING FENCE
EXISTING POWER POLE
EXISTING TESTHOLE
EXISTING TESTHOLE
EXISTING OVERHEAD
ELECTRICAL LINE
EXISTING 10"
SANITARY SEWER LINE
EXISTING 10"
SANITARY SEWER LINE
EXISTING 10"
SANITARY SEWER LINE
EXISTING ELECTRICAL LINE
EXISTING CABLE
VAULT
EXISTING POWER POLE
EXISTING LIGHT POLE
HEADGATE NO. 10 LATERAL
EXISTING "EXCEL
GAS LINE" SIGN
EXISTING 14" AC PIPE
ELCO WATER LINE
EXISTING
24" CITY OF
GREELEY WATER
PIPELINE #1
EXISTING
CABLE
VAULT
EXISTING XCEL
GAS FACILITY
EXISTING SIGN
EXISTING 10"
BOXELDER SANITATION
DISTRICT SANITARY
SEWER MAIN
WETLAND BOUNDARY
(DELINEATED BY CEDAR CREEK)
PERMANENT WATER SURFACE
APPROX. LOCATION OF
EXISTING ELCO WATER MAIN APPROX. LOCATION OF
EXISTING ELCO WATER MAIN
EXISTING STORM SEWER INLET
EXISTING STORM
SEWER INLET
EXISTING 14" AC ELCO
WATER MAIN
OLD VINE DRIVE
TIMBERLINE ROAD
MERGANSER
BULL RUN APARTMENTS
APPROXIMATE LOCATION
OF EXISTING IRRIGATION LINE
EXISTING
IRRIGATION
MANHOLE
EXISTING
IRRIGATION
MANHOLE
EXISTING
IRRIGATION
MANHOLE
EXISTING
IRRIGATION
MANHOLE
EXISTING SIDEWALK
EXISTING 24" WATER MAIN
CITY OF FORT COLLINS
CENTER OF WATER
LINE RIGHT-OF-WAY
OF UNDEFINED WIDTH
BOOK 737, PAGE 575
CENTER OF CITY OF
GREELEY PIPELINE
EASEMENT BK 951,
PG 115 & BK 1465,
PG 452
CENTERLINE OF 15'
WATERLINE EASEMENT
EAST LARIMER COUNTY
WATER DISTRICT
BOOK 1740, PAGE 896
No. Revisions:
By: Date:
REVIEWED BY:
C. SNOWDON
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/18/18
PROJECT:
1496-001
Sheet
THRIVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/18/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 47
C1.01
EXISTING CONDITIONS PLAN
B. MATHISEN
M. KUEHNEL
1"=100'
KEYMAP
R
R
SUNIGA DRIVE
N SUMMITVIEW DR
NORTH
( IN FEET )
0
1 INCH = 100 FEET
100 100 200 300
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Planner
LEGEND:
G
OHE OHE
EXISTING STORM SEWER
ST
EXISTING OVERHEAD ELECTRIC LINES
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
FIELD SURVEY BY:
SUBSURFACE EXPLORATION BY:
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL
BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION,
REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND
MATERIAL.
3. CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER
THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS
INCLUDES APPROPRIATE SORTING AND STORING. IN PARTICULAR,
DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE
RECYCLED IF POSSIBLE. THE CITY OF FORT COLLINS STREET
DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL ACCEPT
CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS
RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN
MILL ROAD AND CAN BE REACHED AT (970) 482-1249.
4. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO
SCALE.
5. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE
EXISTING SITE SURVEY.
6. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE
DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL
REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
ORIGINAL FIELD SURVEY BY:
NORTHERN ENGINEERING SERVICES, INC.
PROJECT NUMBER: 889-003
DATE: JUNE 13, 2013
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROJECT BOUNDARY
EXISTING LOT, TRACT & ROW LINES FROM PLAT
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
VAULT
ELEC
H Y
D
CONTROL
IRR
H2O
G
A.G. WASSENAAR INC.
"GEOTECHNICAL SITE DEVELOPMENT STUDY WATERFIELD DEVELOPMENT
NOTHWEST OF EAST VINE DRIVE AND NORTH TIMBERLINE ROAD"
PROJECT NUMBER: 131041
DATE: JUNE 12, 2013
ELEC
F
E
S
GV
C
S
W
GAS
H2O
H2O
S
D
TH
WV
V.P.
EXISTING EASEMENT LINE
EDGE OF GRAVEL
ROAD CENTERLINE
EXISTING INLET GRATE
EXISTING WATER CURBSTOP
EXISTING WATER STUB
EXISTING GATE VALVE
EXISTING FLARED END SECTION
EXISTING WATER VALVE
EXISTING ELECTRIC BOX
EXISTING LIGHT POLE
EXISTING GAS MARKER
EXISTING WATER MARKER
EXISTING WATER MANHOLE
EXISTING SANITARY MANHOLE
EXISTING STORM MANHOLE
EXISTING SIGN
EXISTING TESTHOLE
EXISTING POWER POLE
EXISTING VERTICAL PIPE
ADDITIONAL FIELD SURVEYS:
NORTHERN ENGINEERING SERVICES, INC.
DATE: JULY 27, 2013
C1.00
C1.01
05
OHE
OHE OHE OHE
OHE OHE
OHE
OHE
OHE OHE OHE OHE OHE OHE OHE OHE
G G G G G G G G G
G G G G G G
W
W
W
W W W
W W
W
W
W
W W W W W W W W W W W
W W
W W W
W
H
2O
W W
W W W
W W W W W W W W W
W
W
W
W
W W
W
W W
W
W
W
EXISTING EXCEL SIGN
"WARNING NATURAL
GAS PIPELINE
PIPELINE NOT UNDER
MARKER"
EXISTING CONCRETE
DIVERSION STRUCTURE
(TO BE REMOVED)
EXISTING 36" CMP
INV.=4972.13
EXISTING 36" CMP
INV.=4972.36
EXISTING "CITY OF
FORT COLLINS BURIED
PIPELINE" SIGN
EXISTING HEADWALL
W/ GATE VALVE
EXISTING RCP
INV.=4972.64
EXISTING TOP OF
14" ELCO WATER LINE
EXISTING TOP OF
8" EXCEL GAS LINE
EXISTING CONCRETE
DIVERSION STRUCTURE
EXISTING 18" RCP
INV.=4970.61
EXISTING 18" RCP
INV.=4970.29
EXISTING HEADGATE
NO. 10
24"x24"
BOX CULVERT
INV.=4973.16
SCRUB TREE
AREA
EXISTING 18" CMP
INV.=4970.59
EXISTING 18" CMP
INV.=4974.20
EXISTING 10' WIDE
GRAVEL ROADWAY
EXISTING FENCE
50' GAS LINE EASEMENT
WESTERN SLOPE GAS
COMPANY
BOOK 1380, PAGE 222
(PUBLIC SERVICE CO.)
75'
20' WATERLINE EASEMENT
EAST LARIMER COUNTY
WATER DISTRICT
BOOK 1873, PAGE 126
25' RIGHT-OF-WAY
LARIMER AND WELD
COUNTY CANAL
BOOK 1503, PAGE 676
20' SUBDRAIN EASEMENT
REC. NO. 2000049500
TO BE VACATED
40' EAST LARIMER COUNTY
WATER DISTRICT
RIGHT OF WAY EASEMENT
REC. NO. 20080072495
20' CITY OF FORT COLLINS
WATER MAIN EASEMENT
RECEPTION NO. 85054353
20' ELCO EASEMENT
& RIGHT-OF-WAY
CENTERLINE
ELECTRIC TRANSMISSION
LINE EASEMENT
EXCEL GAS SIGN
"WARNING NATURAL
GAS PIPELINE
PIPELINE NOT UNDER
MARKER"
EXISTING SIGN
"CITY OF FORT COLLINS
BURIED PIPELINE"
EXISTING POWER
POLE
EXISTING WATER LINE
GATE VALVE
EXISTING TESTHOLE EXISTING VERTICAL
PIPE
EXISTING OVERHEAD
ELECTRICAL LINE
EXISTING OVERHEAD
ELECTRICAL LINE
EXISTING FIRE HYDRANT
EXISTING WATER METER
EXISTING WATER LINE
GATE VALVE
EXISTING WATER
MANHOLE
EXISTING WATER MANHOLE
EXISTING POWER
POLE
EXISTING WATER
MANHOLE
EXISTING VERTICAL PIPE
EXISTING WATER
MANHOLE
EXISTING "NORTH WELD COUNTY
WATER DISTRICT" SIGN
EXISTING 42" DUCTILE IRON PIPE
NORTH WELD COUNTY WATER
DISTRICT (NWCWD) & ELCO WATER LINE
EXISTING 24" DUCTILE IRON PIPE
EAST LARIMER COUNTY
WATER DISTRICT (ELCO) WATER LINE
EXISTING
CITY OF FORT COLLINS
WATER LINE
LARIMER & WELD CANAL
DITCH ROAD
HEADGATE NO. 10 LATERAL
EXISTING "CITY OF
FORT COLLINS BURIED
PIPELINE" SIGN
EXISTING "ELCO WATER"
SIGN
EXISTING "ELCO
WATER" SIGN
WETLAND BOUNDARY
(DELINEATED BY CEDAR CREEK)
EXISTING EDGE OF GRAVEL
DITCH ACCESS ROAD
TIMBERLINE ROAD
EXISTING 24" WATER MAIN
CITY OF FORT COLLINS
No. Revisions:
By: Date:
REVIEWED BY:
C. SNOWDON
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/18/18
PROJECT:
1496-001
Sheet
THRIVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/18/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 47
C1.00
EXISTING CONDITIONS PLAN
B. MATHISEN
M. KUEHNEL
1"=100'
KEYMAP
R
R
SUNIGA DRIVE
N SUMMITVIEW DR
NORTH
( IN FEET )
0
1 INCH = 100 FEET
100 100 200 300
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Planner
LEGEND:
G
OHE OHE
EXISTING STORM SEWER
ST
EXISTING OVERHEAD ELECTRIC LINES
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
FIELD SURVEY BY:
SUBSURFACE EXPLORATION BY:
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL
BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION,
REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND
MATERIAL.
3. CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER
THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS
INCLUDES APPROPRIATE SORTING AND STORING. IN PARTICULAR,
DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE
RECYCLED IF POSSIBLE. THE CITY OF FORT COLLINS STREET
DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL ACCEPT
CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS
RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN
MILL ROAD AND CAN BE REACHED AT (970) 482-1249.
4. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO
SCALE.
5. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE
EXISTING SITE SURVEY.
6. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE
DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL
REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
ORIGINAL FIELD SURVEY BY:
NORTHERN ENGINEERING SERVICES, INC.
PROJECT NUMBER: 889-003
DATE: JUNE 13, 2013
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROJECT BOUNDARY
EXISTING LOT, TRACT & ROW LINES FROM PLAT
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
VAULT
ELEC
H Y
D
CONTROL
IRR
H2O
G
A.G. WASSENAAR INC.
"GEOTECHNICAL SITE DEVELOPMENT STUDY WATERFIELD DEVELOPMENT
NOTHWEST OF EAST VINE DRIVE AND NORTH TIMBERLINE ROAD"
PROJECT NUMBER: 131041
DATE: JUNE 12, 2013
ELEC
F
E
S
GV
C
S
W
GAS
H2O
H2O
S
D
TH
WV
V.P.
EXISTING EASEMENT LINE
EDGE OF GRAVEL
ROAD CENTERLINE
EXISTING INLET GRATE
EXISTING WATER CURBSTOP
EXISTING WATER STUB
EXISTING GATE VALVE
EXISTING FLARED END SECTION
EXISTING WATER VALVE
EXISTING ELECTRIC BOX
EXISTING LIGHT POLE
EXISTING GAS MARKER
EXISTING WATER MARKER
EXISTING WATER MANHOLE
EXISTING SANITARY MANHOLE
EXISTING STORM MANHOLE
EXISTING SIGN
EXISTING TESTHOLE
EXISTING POWER POLE
EXISTING VERTICAL PIPE
ADDITIONAL FIELD SURVEYS:
NORTHERN ENGINEERING SERVICES, INC.
DATE: JULY 27, 2013
C1.00
C1.01
04
Walk
4.5'
Pkwy
7.5'
4.5'
Walk
56' Roadway 8'
80' ROW
18'
Travel
20'
Median
Pkwy.
7.5'
Setback
Min. Fence
9'
Esmt.
Util. Util.
Esmt.
9'
Center
16'
7'
PARK
TRAVEL
7'
PARK
7'
(MIN.)
PKWY
30' ROADWAY
53' ROW
(MIN)
WALK
4.5'
6'.5 Min. Fence Setback
UTIL.
ESMT.
9'
9' UTIL.
ESMT.
(MIN.)
PKWY
7'
WALK
(MIN)
4.5'
10' 10'
10'
8'
TRAVEL
PARK
TRAVEL
8'
PARK
TRAVEL
TURN 13'
TRAVEL
13'
LEFT
6'
(MIN.)
PKWY
36' ROADWAY
60' ROW
(MIN)
WALK
4.5'
6.5' MIN. FENCE SETBACK
UTIL.
ESMT.
9'
9' UTIL.
ESMT.
36' ROADWAY
(MIN)
WALK
4.5'
(MIN.)
PKWY
6'
18'
Travel
TRAVEL
11'
50' ROADWAY
TRAVEL
76' ROW
11'
7' 12'
TRAVEL
LN.
TRAVEL
BIKE LEFT TURN
12'
WALK
4.5'
6.5'
PKWY
7'
LN.
BIKE
12'
9' 7' MIN. FENCE SETBACK
UTIL.
ESMT 9' UTIL.
ESMT
50' ROADWAY
WALK
4.5'
PKWY
6.5'
6'
BIKE
8' LN.
PARK
6'
BIKE
LN. 8'
PARK
ROLL-OVER CURB
Travel
Walk
6'
Pkwy
9.5'
Bike
Lane
115' ROW
12'
11'
Travel
19'
Median
15'
Esmt.
Util.
Center
6' 3.5'
Buffer
Travel
Walk
6'
Pkwy
9.5'
Bike
Lane
12'
11'
Travel
15'
Esmt.
Util.
3.5' 6'
Buffer
Sidewalk Sidewalk
84' -
Travel
Walk
6'
Pkwy
(min.)
9.5'
Bike
Lane
115' ROW
11'
12'
Travel
7'
Median
15'
Esmt.
Util.
Center
6' 3.5'
Buffer
Travel
Walk
6'
Pkwy
(min.)
9.5'
Bike
Lane
12'
11'
Travel
15'
Esmt.
Util.
3.5' 6'
Buffer
Sidewalk Sidewalk
84' -
Travel
12'
FOUR-LANE ARTERIAL STREET
(SUNIGA DRIVE)
FOUR-LANE ARTERIAL STREET INTERSECTION
(SUNIGA DRIVE)
RESIDENTIAL LOCAL STREET
(STREET D (STA 10+00-20+00) & STREET G)
RESIDENTIAL LOCAL STREET
(STREET A)
INTERSECTIONS
(WHERE NEEDED)
INTERSECTIONS
(WHERE NEEDED)
INTERSECTIONS
(WHERE NEEDED)
INTERSECTIONS
(WHERE NEEDED)
INTERSECTIONS
(WHERE NEEDED)
RESIDENTIAL LOCAL STREET
(STREET F)
MINOR COLLECTOR STREET
(STREET E (STA 31+00-34+00))
RESIDENTIAL LOCAL STREET
(STREET B, STREET C, STREET H,
STREET E (STA 10+00-29+50)
RESIDENTIAL LOCAL STREET
(STREET D (STA 20+00-23+00)
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
MANAGER
APPROVED:
DATE:
APPROVED:
DATE: SYSTEMS ENGINEER
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Planner
General Manager Date
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN REVIEW
{Review does not constitute "approval" of plans. Plan Engineer
is responsible for accuracy and completeness of design.}
E. BOXELDER GENERAL NOTES
1. Existing Utility Locates: It shall be the responsibility of the Contractor to coordinate field locates of all existing utilities prior
to commencement of any construction. Contractor shall also notify all affected utility companies prior to commencing
construction. In the event of damage to any existing utility, the contractor shall immediately notify the owner of the utility
involved and unless authorized in writing by the owner of the subject utility, shall not attempt to make repairs. The cost of
repairs shall be the responsibility of the Contractor.
2. District Owned Easement Pictures: Contractor to provide sequential digital pictures spaced at no more than 300 feet
detailing conditions of the off-site Boxelder Owned Easement Conditions and any structures that could be affected, to the
District and the property owner prior to the start of any off-site work. These pictures shall include all existing fence, ditches,
ditch structures, out buildings, water troughs, trees and all other landscaping. Pictures are to be placed at no more than
four (4) pictures on a 11x8 sheet of photo paper inserted into transparent sleeves and delivered with the drawings of record
in a three (3) ring binder.
3. Protection of Property: Contractor shall continuously maintain adequate protection from damage of all public and private
property through which the work is done.
4. Safety: All sewer main installation within the District shall be subject to current (Occupational Safety and Heath Association
(OSHA) and the Colorado Safety Association, (CSA) safety requirements. Contractor shall also comply with any and all
requirements and regulations as set forth by City, County, State and Federal agencies having applicable authority.
5. Start of Construction: No construction shall begin without prior design review of the District. The District shall be notified 48
hours in advance of starting construction or testing to allow for scheduling.
6. Road Excavation Permits: In event that State, County or City road excavation permit(s) are required, the Contractor is
responsible for obtaining all road permits which may be required.
7. Other Permits: The Contractor shall be responsible for obtaining all permits required for construction.
8. Revisions: No verbal authorization for field revision shall be given. All requests for field revision shall be made in writing
accompanied by proposed change indicated on copy of the approved design drawings. Any field revision approved and
installed shall also be accurately documented on the Drawings of Record.
9. Materials: Plastic Pipe -All gravity sanitary sewer piping shall be Polyvinyl Chloride (PVC) unless otherwise noted on the
approved drawings. Pipe 15” and smaller shall conform to ASTM D3034, Type PSM, and SDR 35. Pipe 18” and larger
shall conform to ASTM F679. All fittings shall be (PVC) unless otherwise noted.
10. Pipe Cover: A minimum cover of 3-1/2 feet of cover shall be maintained throughout the sewer line and service line
installation.
11. Bedding: All sewer main installation shall include bedding. Bedding shall be ¾” washed rock uniformly graded and
compacted. Refer to force main desgin for force main bedding requirements. Trench shall be excavated to a depth below
established grade equal to ¼ of pipe diameter (min. 4”). Bell depressions shall be provided for all joints. In event that
unstable trench conditions are encountered at pipeline grade 1-1/2” uniformly graded washed rock shall be used for
stabilization. Bedding material shall be placed and compacted under and around sides of the pipe. Place bedding in such a
manner as to provide solid, uniform bearing surface for full length of barrel. Minimum 30” initial lift above pipe before other
than hand compaction equipment is to be used. Note maximum trench width detail.
12. Backfill: Backfilling of trench shall be performed as soon as practical, subsequent to inspection and approval. Backfilling of
acceptable material shall not be placed in lifts of greater than one (1) foot. Backfill shall be compacted to 95% of optimum
density in roadway and residential areas and 90% in all off-site easement areas unless otherwise noted. Compaction
testing of bedding and back fill shall be at least five tests per 1,000 feet and at varying depths and locations in accordance
with the requirements of the applicable authority or as required in project specific specifications.
13. Concrete: All concrete construction shall be completed utilizing 3,000 psi at twenty-eight (28) days or equal concrete.
14. Pavement or Other Repairs: In event that asphalt or concrete pavement, sidewalks, storm sewers, waterline or any other
public or privately owned property is damaged or requires reconstruction due to the work, repairs or replacement will be
made in accordance with the requirements of the appropriate governing authority. Private property will be returned to its
original condition or as close to original condition as reasonably possible, unless otherwise noted on the drawings.
15. Service Taps on Existing Lines: All taps made on existing lines shall be completed at developer's expense by District
personnel or the District's authorized contractor with no exception.
16. Inspection: Construction shall conform to District Standards and Specifications or project specific specifications at all times.
The District shall inspect the construction as necessary and shall observe all line testing. The District shall have the
authority to ascertain that all construction of facilities is equal to or better than minimum construction requirements as set
forth in
17. Testing: All lines shall be pressure tested and flushed by the Contractor in accordance with District Standards and
Specifications and under the District's supervision. Upon passing, copies of all passing test results including soils
compaction in the area of sewer main construction shall be provided to the District.
18. Acceptance: Upon completion of all utility construction (sewer and other) and fulfillment of all District requirements,
preliminary acceptance of new sewer system improvements will occur in accordance with District's acceptance procedure.
19. Warranty: The Contractor shall warrant the materials, installation, workmanship and surface restoration for a period of two
years from date of preliminary acceptance. During this warranty period the Developer shall promptly repair any defects in
the work and maintain the work area. At the close of the two-year warranty period the District will make a field inspection.
Upon satisfactory correction of any deficiencies noted the District would make final acceptance of the lines and work. The
lines and the appurtenances shall then become the sole property and responsibility of Boxelder Sanitation District.
20. Drawings of Record and Total Costs: Within 90 days of preliminary acceptance of the new facilities, the District shall be
provided with acceptable Drawings of Record of the complete system consisting of two sets of fill size reproduced prints,
two sets of ½-size reproduced prints, one set of 6 mil double matted reproducible mylars and one complete digital file
equivalent (software and version to be confirmed at time of delivery). Written confirmation of the total cost of all sewer
system improvements shall also be submitted with the Drawings of Record.
No. Revisions:
By: Date:
REVIEWED BY:
C. SNOWDON
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/18/18
PROJECT:
1496-001
Sheet
THRIVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/18/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
03 of 47
C0.02
CONSTRUCTION NOTES
GENERAL & B. MATHISEN
B. MATHISEN
N/A
E. EAST LARIMER COUNTY WATER DISTRICT
GENERAL NOTES FOR CONSTRUCTION
Version: 10/10/2017
The following information is condensed from the current "Standard Construction Specifications for Water Mains" (Specification) as
adopted by the East Larimer County Water District (‘ELCO’ or ‘District’) and is to be considered as such. In the event of any
conflict the full District Specification document shall take precedence over these general notes.
1. Standards and Specifications: Construction shall be per the District Specifications in effect at the start of construction.
Material or equipment shall be manufactured per the most recent version of applicable industry standards
2. Locates: Contractor shall coordinate field locates of all existing utilities prior to commencement of any construction and as
required notify all affected utility companies prior to commencing construction. Cost of repairs to any other utility damaged
during District waterline installation shall be the responsibility of the Contractor.
3. Damage to Property: Contractor shall continuously maintain adequate protection from damage of all public and private
property through which the work is done and shall be fully responsible for all costs associated with damage to any and all
other public and private property.
4. Safety: Contractor shall comply with any and all requirements and regulations as set forth by City, County, State and Federal
agencies having applicable authority.
5. Landscaping Adjacent to District Waterlines: No landscaping (bushes, shrubs, trees or other plantings) that has a mature
height of over 3 feet (3-ft) shall be placed within ten feet (10-ft) of any District waterline or appurtenance (distribution main,
service line, fire hydrant, meter, etc.). Bushes or shrubs with a mature height of less than 3-ft shall be placed a minimum 4-ft
from any District waterline or appurtenance. The District shall have the right to remove any landscaping that violates this
standard, at any time such landscaping is discovered, and shall not be required to replace the removed landscaping.
6. Design Approval and Construction Start: No construction shall begin without prior design approval from ELCO. District shall
be notified 48 hours in advance of starting construction or testing to allow for scheduling.
7. Permits: Contractor is responsible for obtaining all County road permits which may be required. For any permitting where
the District must apply for a permit the Contractor shall coordinate, cover the cost and schedule the permit acquisition with
the District.
8. Changes During Construction: No verbal authorization for field revision shall be given. All requests for such field revision
shall be made in writing accompanied by proposed change indicated on copy of the approved design drawings. Any field
revision approved and installed shall also be accurately documented on the Contrctor’s As-Built drawings.
9. Materials of Construction:
a. Pipe: All water piping shall be Polyvinyl Chloride (PVC). All PVC piping 6-inch through 12-inch shall be DR 18 (pressure
class 235 psi) and manufactured in accordance with AWWA Standard C900, "Polyvinyl Chloride (PVC) Pressure Pipe,
4-inch through 12-inch, For Water Distribution". All PVC piping 14-inch through 24-inch shall be DR 18 (pressure class
235 psi) and manufactured in accordance with AWWA Standard C905, "Polyvinyl Chloride (PVC) Water Transmission
Pipe, Nominal Diameters 14-inch through 36". Pipe with a diameter greater than 24 inches shall be specified based on
engineered design.
b. Tracer Wire: All water piping shall be installed with a twelve (12) gauge solid copper wire, plastic coated, six hundred
(600) volt taped to top of pipe and surfaced at each valve as a tracer wire.
c. Pipe Joints: Pipe joints shall be made using an integral bell with an elastomeric gasket push-on type joint or using
machined couplings of a sleeve type with rubber ring gaskets and machined pipe ends to form a push-on type joint.
d. Materials and Installation: All materials installed shall be free of manufacturer defects. Any defective or damaged
materials noted on the construction site shall be so marked and removed from the site. Under no circumstances shall
any PVC piping be installed utilizing mechanical equipment to seat the joints.
e. Pipe Fittings: All fittings shall be mechanical joint, ductile iron, manufactured in accordance with AWWA Standard C153.
Fittings shall be furnished with a cement-mortar lining of standard thickness class with a 250 psi pressure rating.
f. Gate Valves: Gate valves shall conform to AWWA Standard C509 with mechanical joint, 2" open left operating nut and
resilient seat.
g. Butterfly Valves: Butterfly valves shall be used for all valves 12-inches and larger and conform to AWWA Standard C504
with mechanical joint, 2" open left operating nut, resilient seat and shall be equipped with sand bonnet.
h. Fire Hydrants: Hydrants shall conform to AWWA Standard C502, 1" square open-right operating nut. Allowable
manufacturers and models are Mueller Super Centurion with epoxy coated shoe or American Flo Control Waterous
Pacer WB-67-250X with epoxy coated shoe. All fittings shall be swing assemblies with anchor couplings.
i. Pipe, Valve and Fitting Wrap: All fittings, valves, fire hydrant shoes and plugs shall be poly-wrapped with 8-mil thick
polyethylene plastic wrap, double layered, and ends securely taped prior to backfill.
10. Bedding: All pipe shall be bedded in 3/4" washed rock uniformly graded and compacted. Trench shall be excavated to a
depth below established grade equal to 1
4 of pipe diameter (min. 4"). Bell depressions shall be provided for all joints. In event
that unstable trench conditions are encountered at pipeline grade 1-1/2" uniformly graded washed rock shall be used for
stabilization. Bedding material shall be placed and compacted under and around sides of the pipe. Minimum 30" backfill
above pipe before other than hand compaction equipment is to be used. Note maximum trench width detail.
11. Backfill: Backfill of acceptable material shall be placed in lifts not greater than one (1) foot. Backfill shall be compacted
to 95% of optimum density in roadway areas or per road authority’s requirements, and 90% in all other
locations. Compaction testing of bedding and backfill shall be at least five tests per 1,000 feet and at varying depths and
locations in accordance with the requirements of the applicable authority.
12. Joint Restraint: All fittings, tees, plugs and fire hydrants shall be provided with anchor couplings and/or joint restraint in
accordance with District Specifications or as required per engineer’s design. Thrust blocks shall be used only as required
per field conditions and as approved or directed by the District field inspector.
13. Concrete: All concrete construction, including thrust blocks, shall be completed utilizing Type 5 or equal cement only.
14. Asphalt Replacement: For asphalt pavement that is cut and has been in place less than two years (according to City or
County Engineer's record), the cut shall be a minimum of 20 feet in width and will be replaced to the specified depth by a
paving machine.
15. Pipe Cover: A minimum cover of 4-1/2 feet of cover over top of pipe shall be maintained throughout the waterline and
service line installation, particularly in areas of new grading and drainage swales. Extra bury depth may be required to
maintain minimum cover at drainage culvert crossings and/or fire hydrant runs. Maximum allowable cover shall be 6 feet,
unless specifically approved by the District.
16. Connection to Existing System: All connections to existing waterlines shall be completed at developer's expense by District
personnel or the District's authorized contractor with no exception.
17. Inspection: The District shall have the authority to inspect and verify that all construction of facilities is equal to or better than
minimum construction requirements as set forth in the District’s Specifications. The District shall also have the authority to
assign an inspector to check any and all work, including all materials to be incorporated in the work, excavation, bedding,
backfill, testing and all construction methods and practices.
18. Testing and Acceptance: All lines shall be pressure tested, chlorinated and flushed by the Contractor in accordance with
District Specifications and under the District's supervision. Upon passing chlorination testing, bacteriological testing will be
completed by a State certified water quality control laboratory. Copies of all passing test results, including soils compaction
in the area of water main construction, shall be provided to the District.
19. Project As-Built and Record Drawing Requirements:
a. As-built drawings are prepared by the contractor. They confirm, in red ink, on-site changes to the original construction
documents. The As-built drawings shall be delivered to the project’s design engineer for conversion to Record
Drawings. A PDF version shall be delivered to the District.
b. Record Drawings are prepared by the project’s design engineer and reflect on-site changes the contractor noted in the
As-built drawings. The Record Drawings shall be approved by the District prior to Preliminary Acceptance of the project.
Record Drawings are to be delivered to the District in hard copy (11 x 17 format) and electronic format. Hard copy
drawing text font size shall be large enough to be legible with font size approved by the District. Electronic format shall be
delivered in Adobe (PDF), AutoCAD and ArcView shape files (release version to be confirmed with District at time of
submittal). These documents shall accurately reflect any change made in the field which varies from the approved
construction plan and including, at a minimum, field dimensions and elevations, horizontal and vertical locations of
underground utilities and appurtenances. Include with the Record Drawings a complete copy of the recorded Filing Plat
and a written confirmation of total costs of all water system improvements involved.
20. Warranty: The Contractor shall warrant all work associated with the waterline installation including, but not limited to the
materials, installation workmanship and surface restoration for a period of two years from date of Preliminary Acceptance.
During this warranty period the Contractor shall repair any defects in the work and maintain the work area. At the close of
the two-year warranty period and upon satisfactory correction of any deficiencies noted, the District shall accept the
constructed lines and appurtenances as the sole property and responsibility of the District.
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.
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:
City of Fort Collins benchmark 92-1
Located along East Vine Dr. at the Pleasant Valley and Lake Canal, on a bridge on the top of the northwest headwall.
Elevation = 4943.13 (NGVD 1929 Datum Unadjusted)
City of Fort Collins benchmark 2-07
Located on Vine Drive, 0.1 mile West of Timberline Rd., 50ft North of the entrance to Bull Run Townhomes on the
Northwest corner of the West catchbasin.
Elevation = 4956.80 (NGVD 1929 Datum Unadjusted)
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
CONSTRUCTION NOTES
A. Grading and Erosion Control Notes
1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site.
2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans.
3. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling,
stripping, grading, etc). All other required erosion control measures shall be installed at the appropriate time in the
construction sequence as indicated in the approved project schedule, construction plans, and erosion control report.
4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including
keeping the property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible
for installing and maintaining all erosion control facilities shown herein.
5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing
vegetation shall be limited to the area(s) required for immediate construction operations, and for the shortest practical
period of time.
6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept
in a roughened condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion
control BMPs are installed. No soils in areas outside project street rights-of-way shall remain exposed by land disturbing
activity for more than thirty (30) days before required temporary or permanent erosion control (e.g. seed/mulch,
landscaping, etc.) is installed, unless otherwise approved by the 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.
16. See separate Stormwater Management Plan / Erosion Control Report for Waterfield Third Filing for additional information.
B. Street Improvement Notes
1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street
Improvements Notes listed here.
2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the 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.
C. Traffic Signing and Pavement Marking Construction Notes
1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing
and Marking Construction Notes listed here.
2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic.
3. All signage shall be per 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.
D. Storm Drainage Notes
1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property.
Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s).
2. All recommendations of the Final Drainage and Erosion Control Report for Waterfield Third Filing dated April 9th, 2014 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.
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
MANAGER
APPROVED:
DATE:
APPROVED:
DATE: SYSTEMS ENGINEER
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Planner
General Manager Date
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN REVIEW
{Review does not constitute "approval" of plans. Plan Engineer
is responsible for accuracy and completeness of design.}
No. Revisions:
By: Date:
REVIEWED BY:
C. SNOWDON
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/18/18
PROJECT:
1496-001
Sheet
THRIVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/18/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
02 of 47
C0.01
CONSTRUCTION NOTES
GENERAL & B. MATHISEN
B. MATHISEN
N/A
Know what'sbelow.
Call before you dig.
R
ELCO Water District--------------------------------------------------------------------- (970) 493-2044
Boxelder Sanitation District------------------------------------------------------------ (970) 498-0604
Century Link------------------------------------------------------------------------------- (970) 445-4382
Xcel Energy-------------------------------------------------------------------------------- (970) 225-7869
Xfinity---------------------------------------------------------------------------------------- (970) 567-0245
City of Ft. Collins Utilities - Light & Power------------------------------------------(970) 212-2900
C2.01-C2.06 UTILITY PLANS
THRIVE
C1.02-C1.07 DEMOLITION PLAN
Northern Engineering Services, Inc
NE Project No. 889-003
Date: June 13, 2013
ADDITIONAL FIELD SURVEYS:
Northern Engineering Services, Inc
Date(s): July 27, 2013
ORIGINAL FIELD SURVEY BY:
A.G. Wassenaar Inc.
"Geotechnical Site Development Study Waterfield Development
Northwest of East Vine Drive and North Timberline Road"
Project No. 131041
Date: June 12, 2013
SUBSURFACE EXPLORATION BY:
DISCLAIMER STATEMENT:
CERTIFICATION STATEMENT:
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
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.
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.
A. G. Wassenaar, Inc.
Kathleen A. Noonan, PE
2180 South Ivanhoe Street, Suite 5
Denver, Colorado 880222-5710
(303) 759-8100
GEOTECHNICAL ENGINEER
Thrive Home Builders
1875 Lawrence St., Suit 900
Denver, CO 80202
(303) 707-4400
OWNER
No. Revisions:
By: Date:
REVIEWED BY:
C. SNOWDON
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
07/18/18
PROJECT:
1496-001
Sheet
THRIVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
07/18/18
E N G I N E E R I N G
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 47
C0.00
COVER SHEET
B. MATHISEN
B. MATHISEN
N/A
01
MANAGER
APPROVED:
DATE:
APPROVED:
DATE: SYSTEMS ENGINEER
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
General Manager Date
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN REVIEW
{Review does not constitute "approval" of plans. Plan Engineer
is responsible for accuracy and completeness of design.}
City UTILITY of Fort PLAN Collins, APPROVAL Colorado
Date
Date
Date
Date
Date
Date
APPROVED:
City Engineer
Traffic Engineer
Parks & Recreation
Stormwater Utility
Water & Wastewater Utility
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Environmental Planner
GRADING SHEETS
C3.00 OVERALL GRADING PLAN
C3.01-C3.06 GRADING PLANS
ROAD SHEETS
C4.00 STREET A PLAN & PROFILE
C4.01-C4.03 STREET B PLAN & PROFILE
C4.04-C4.05 STREET C PLAN & PROFILE
C4.06-C4.07 STREET D PLAN & PROFILE
C4.08-C4.10 STREET E PLAN & PROFILE
C4.11 STREET F PLAN & PROFILE
C4.12 STREET G PLAN & PROFILE
C4.13-C4.14 STREET H PLAN & PROFILE
C4.15-C4.20 SUNIGA DRIVE PLAN & PROFILE
DRAINAGE SHEETS
C5.00 DRAINAGE PLAN
E N G I N E E R I N G
N O R T H E RN