HomeMy WebLinkAboutFOX GROVE - PDP - PDP130029 - PLANS - UTILITY PLANS (3)PROSPECT RD.
I-25
MULBERRY ST.
CARRIAGE PKWY
SUNCHASE DR.
KITCHELL WAY
(76' ROW)
CARRIAGE PARKWAY
(53' ROW )
FOX GROVE DRIVE
HUNTSMAN DRIVE
KIT DEN DRIVE
TOD DRIVE
VIXEN DRIVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
CS1
AUGUST, 2014
UTILITY PLANS FOR
CONTACT INFORMATION
PROJECT TEAM:
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.
Nick Haws, PE, LEED AP
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
N O R T H E RN
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,
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
CS2
1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth
in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between
these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected
and approved by the 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
X X X X X X
X X X X
X
X X
X
X
X
X
X
X
OHE OHE
8" W
8" 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 8" W 8" W 8" W 12" W 12" W 12" W 12" W 12" W
X
G
G
RAVEL
GRAVEL
GRASS
DRIVE
HOUSE
EXISTING
IRRIGATION DITCH
SUNFLOWER SUBDIVISION
(SINGLE FAMILY )
CW SUBTRUST C/O AGUR FOUNDATION
INDUSTRIAL DISTRICT
(UNDEVELOPED)
LOT 1
LEE MLD
(UNDEVELOPED)
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
X X X X X X
X X X X
X
X X
X
X
X
X
X
X
G
X X X X X X
X X X X
X
X X
X
X
X
X
X
X
G
FOX GROVE DRIVE
HUNTSMAN DRIVE
HUNTSMAN DRIVE KIT DEN DRIVE
CARRIAGE PARKWAY (76' ROW)
CARRIAGE PARKWAY
TOD DRIVE
FOX GROVE DRIVE
OUTLOT G
TRACT A
OUTLOT E
OUTLOT B
OUTLOT A
CW SUBTRUST C/O AGUR FOUNDATION
INDUSTRIAL DISTRICT
(UNDEVELOPED)
SUNFLOWER SUBDIVISION
(SINGLE FAMILY)
LOT 1
LEE MLD
(UNDEVELOPED)
POND 1
OUTLOT H
OUTLOT D
OUTLOT C
POND 2
POND 3
POND 4
OUTLOT F
FOX
DRIVE
GROVE
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
X X X X X X
X X
X X X X
X X
X X
X
X
X
G
X X X X X X
X X
X X X X
X X
X X
X
X
X
G
POND 2
VIXEN DRIVE
HUNTSMAN DRIVE
FOX GROVE DRIVE
SUNFLOWER SUBDIVISION
(SINGLE FAMILY)
POND 1
LOT
1
LOT
2
LOT
5
LOT
6
LOT
7
LOT
8
LOT
9
LOT
10
LOT
11
OUTLOT E
LOT 35
LOT 36
LOT 37
LOT
38
LOT
48
LOT
45
LOT
44
LOT
LOT 43
42
LOT
41
X
X X X X X X X X X X X X
X X X X X
ST
ST
OHE OHE OHE OHE OHE OHE OHE
X
X X X X X X X X X X X X
X X X X X
ST
ST
OHE OHE OHE OHE OHE OHE OHE
POND 3
POND 4
FOX GROVE DRIVE
HUNTSMAN DRIVE
TOD DRIVE
KIT DEN DRIVE
CARRIAGE PARKWAY
CARRIAGE PARKWAY
CW SUBTRUST C/O AGUR FOUNDATION
INDUSTRIAL DISTRICT
(UNDEVELOPED)
SUNFLOWER SUBDIVISION
(SINGLE FAMILY)
LOT
9
LOT
10
LOT
11
LOT
13
LOT
14
LOT
15
LOT
16
LOT
17
LOT
18
LOT
19
LOT
20
LOT
21
LOT 59
LOT 60
LOT 62
LOT 63
LOT 64
LOT
65
LOT
66
LOT
67
X X X X X X
X X X X
X
X X
X
X
X
X
X
X
OH
8" W 8" W
8" W
8" W
8" 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 8" W 12" W 12" W 12" W 12" W 12" W
X
G
X X X X X X
X X X X
X
X X
X
X
X
X
X
X
OH
8" W 8" W
8" W
8" W
8" 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 8" W 12" W 12" W 12" W 12" W 12" W
X
X
X
X
X
8" W
X
X
X
X
8" W
VIXEN DRIVE
I-25 FRONTAGE ROAD
TRACT A
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
U1
KEYMAP
NORTH
U3
U1
MATCHLINE-SEE SHEET U2
LEGEND:
NOTES:
F
FDC
S
W
IR
W
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
U2
X X X X X X
X X
X X X X
X X
X X
X
8" W 8" W 8" W 8" W 8" W 8" W 8" W
8" W 8" W 8"
X
X
G
X X X X X X
X X
X X X X
X X
X X
X
8" W 8" W 8" W 8" W 8" W 8" W 8" W
8" W 8" W 8"
X
X
G
VIXEN DRIVE
HUNTSMAN DRIVE
FOX GROVE DRIVE
SUNFLOWER SUBDIVISION
(SINGLE FAMILY)
LOT
1
LOT
2
LOT
5
LOT
6
LOT
7
LOT
8
LOT
9
LOT
10
LOT
11
LOT 35
LOT 36
LOT 37
LOT
38
LOT
48
LOT
45
LOT
44
LOT
43
LOT
42
X
X X X X X X X X X X X X
X X X X X
ST
ST
OHE OHE OHE OHE OHE OHE OHE
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
8" W 8" W
8" W 8" W 8" W 8" W 8" W 8" W 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
X
X X X X X X X X X X X X
X X X X X
ST
ST
OHE OHE OHE OHE OHE OHE OHE
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
8" W 8" W
8" W 8" W 8" W 8" W 8" W 8" W 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
FOX GROVE DRIVE
E. HUNTSMAN DRIVE
TOD DRIVE
KIT DEN DRIVE
CARRIAGE PARKWAY
CARRIAGE PARKWAY
CW SUBTRUST C/O AGUR FOUNDATION
INDUSTRIAL DISTRICT
(UNDEVELOPED)
SUNFLOWER SUBDIVISION
(SINGLE FAMILY)
LOT
9
LOT
10
LOT
11
LOT
13
LOT
14
LOT
15
4910
4915
4920
4925
4930
4935
4940
4910
4915
4920
4925
4930
4935
4940
18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50
PVI STA = 17+58.28
PVI ELEV = 4922.21
PROPOSED
GRADE
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GRADE
FUTURE
GRADE
-1.60%
0.55%
-0.81%
-0.55%
PVI STA = 10+00.00
PVI ELEV = 4925.80
PVI STA = 17+58.28
PVI ELEV = 4922.21
PVI STA = 11+61.40
PVI ELEV = 4924.50
102.0' VC
HP ELEV = 4923.52
HP STA = 16+38.41
PVI STA = 16+63.32
PVI ELEV = 4923.73
BVCS: 16+12.32
BVCE: 4923.45
EVCS: 17+14.32
EVCE: 4922.91
A.D. = 2.15
K = 47.44
120.0' VC
LP ELEV = 4922.90
LP STA = 14+81.87
PVI STA = 14+81.74
PVI ELEV = 4922.73
BCVS: 14+21.74
BVCE: 4923.06
ECVS: 15+41.74
EVCE: 4923.06
A.D. = 1.10
K = 108.84
PROPOSED
4910
4915
4920
4925
4930
4935
4940
4910
4915
4920
4925
4930
4935
4940
23+00 22+00 21+00 20+00 19+00 18+00
PVI STA = 22+60.03
PVI ELEV = 4918.07
120.0' VC
PVI STA = 18+67.22
PVI ELEV = 4920.03
BVCS: 18+07.22
BVCE: 4921.23
EVCS: 19+27.22
EVCE: 4919.73
A.D. = 1.50
K = 80.00
-0.50%
FUTURE
GRADE
EXISTING
GROUND
EXISTING
GROUND
FUTURE
GRADE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
LEGEND:
ST
NOTES:
KEYMAP
NORTH
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
4910
4915
4920
4925
4930
4935
4940
4910
4915
4920
4925
4930
4935
4940
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
2.25%
-2.25%
1.30%
-2.25%
-1.30%
1.30%
0.90%
-0.90%
0.90%
PVI STA = 10+00.00
PVI ELEV = 4922.61
PVI STA = 15+52.71
PVI ELEV = 4920.98
PVI STA = 16+32.54
PVI ELEV = 4921.45
PVI STA = 10+79.83
PVI ELEV = 4923.08
PVI STA = 14+72.88
PVI ELEV = 4921.45
PVI STA = 10+16.83
PVI ELEV = 4922.23
PVI STA = 15+35.88
PVI ELEV = 4920.59
PVI STA = 15+69.63
PVI ELEV = 4920.59
75.0' VC
HP ELEV = 4923.86
HP STA = 11+85.59
PVI STA = 11+85.59
PVI ELEV = 4924.03
BVCS: 11+48.09
BVCE: 4923.69
EVCS: 12+23.09
EVCE: 4923.69
A.D. = 1.80
K = 41.67
PROPOSED
4910
4915
4920
4925
4930
4935
4940
4910
4915
4920
4925
4930
4935
4940
18+00 19+00 20+00 21+00 22+00 23+00 24+00
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
75.0' VC
HP ELEV = 4924.11
HP STA = 19+47.00
PVI STA = 19+47.00
PVI ELEV = 4924.28
BVCS: 19+09.50
BVCE: 4923.94
EVCS: 19+84.50
EVCE: 4923.94
A.D. = 1.80
K = 41.67
2.25%
-1.30%
0.90%
-0.90%
PVI STA = 23+45.83
PVI ELEV = 4920.94
PVI STA = 23+29.00
PVI ELEV = 4920.55
PVI STA = 22+66.00
PVI ELEV = 4921.40
HUNTSMAN DRIVE
LOT
48 LOT
49 LOT
50 LOT
51
LOT
52
LOT
26
LOT
25
LOT
24
LOT
23
4905
4910
4915
4920
4925
4930
4935
4905
4910
4915
4920
4925
4930
4935
4+75 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 14+50
PROPOSED
GRADE
EXISTING
GROUND
FUTURE
GRADE
EXISTING
GROUND
-0.90%
-1.30%
-2.40% 2.40%
1.30%
0.90%
0.55%
-0.90%
PVI STA = 10+00.00
PVI ELEV = 4920.75
PVI STA = 13+21.61
PVI ELEV = 4920.07
PVI STA = 13+71.61
PVI ELEV = 4919.42
PVI STA = 13+77.61
PVI ELEV = 4919.28
PVI STA = 13+83.61
PVI ELEV = 4919.42
PVI STA = 14+33.61
PVI ELEV = 4920.07
PVI STA = 14+48.61
PVI ELEV = 4920.21
PVI STA = 13+06.61
PVI ELEV = 4920.21
80.0' VC
HP ELEV = 4921.45
HP STA = 11+43.32
PVI STA = 11+52.98
PVI ELEV = 4921.59
BVCS: 11+12.98
BVCE: 4921.37
EVCS: 11+92.98
EVCE: 4921.23
A.D. = 1.45
K = 55.17
PVI STA = 5+00.00
PVI ELEV = 4921.08
PVI STA = 6+83.20
STREET C
4905
4910
4915
4920
4925
4930
4935
4905
4910
4915
4920
4925
4930
4935
14+50 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
0.55%
1.90%
0.60%
-0.55%
2.30%
PVI STA = 23+69.54
PVI ELEV = 4923.10
PVI STA = 23+92.76
PVI ELEV = 4923.64
75.0' VC
HP ELEV = 4921.30
HP STA = 16+66.85
PVI STA = 16+66.85
PVI ELEV = 4921.41
BVCS: 16+29.35
BVCE: 4921.20
EVCS: 17+04.35
EVCE: 4921.20
A.D. = 1.10
K = 68.18
80.0' VC
LP ELEV = 4920.02
LP STA = 19+37.51
PVI STA = 19+39.25
PVI ELEV = 4919.91
BCVS: 18+99.25
BVCE: 4920.13
ECVS: 19+79.25
EVCE: 4920.15
A.D. = 1.15
K = 69.57
75.0' VC
PVI STA = 23+22.39
PVI ELEV = 4922.21
BCVS: 22+84.89
BVCE: 4921.98
4910
4915
4920
4925
4930
4935
4940
4910
4915
4920
4925
4930
4935
4940
24+00 25+00 26+00 27+00 28+00 29+00 30+00
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
-2.25%
1.50%
1.10%
-1.50%
-0.90%
1.50%
1.90%
2.31%
PVI STA = 24+16.04
PVI ELEV = 4923.11
PVI STA = 24+98.58
PVI ELEV = 4924.24
PVI STA = 28+76.84
PVI ELEV = 4922.14
PVI STA = 29+05.50
PVI ELEV = 4922.69
PVI STA = 29+28.73
PVI ELEV = 4923.22
PVI STA = 24+19.81
PVI ELEV = 4923.02
PVI STA = 24+23.58
PVI ELEV = 4923.11
80.0' VC
HP ELEV = 4924.54
HP STA = 25+42.46
PVI STA = 25+48.61
PVI ELEV = 4924.79
BVCS: 25+08.61
BVCE: 4924.35
EVCS: 25+88.61
EVCE: 4924.19
A.D. = 2.60
K = 30.77
80.0' VC
PVI STA = 27+17.35
PVI ELEV = 4922.26
BCVS: 26+77.35
4910
4915
4920
4925
4930
4935
4940
4910
4915
4920
4925
4930
4935
4940
4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00
PROPOSED
GRADE
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GRADE
0.55%
-0.90%
0.90%
0.55%
-0.55%
PVI STA = 8+24.39
PVI ELEV = 4922.40
75.0' VC
HP ELEV = 4922.98
HP STA = 9+48.49
PVI STA = 9+48.49
PVI ELEV = 4923.09
BVCS: 9+10.99
BVCE: 4922.88
EVCS: 9+85.99
EVCE: 4922.88
A.D. = 1.10
K = 68.18
75.0' VC
HP ELEV = 4923.74
HP STA = 4+80.77
PVI STA = 4+89.82
PVI ELEV = 4923.87
BVCS: 4+52.32
BVCE: 4923.66
EVCS: 5+27.32
EVCE: 4923.53
A.D. = 1.45
K = 51.72
100.0' VC
LOW PT ELEV = 4921.86
LOW PT STA = 7+38.49
PVI STA = 7+38.49
PVI ELEV = 4921.63
BVCS: 6+88.49
BVCE: 4922.08
EVCS: 7+88.49
4910
4915
4920
4925
4930
4935
4940
4910
4915
4920
4925
4930
4935
4940
14+00 15+00 16+00 17+00 18+00 19+00 20+00
0.90%
-0.50%
-2.00%
75.0' VC
HP ELEV = 4922.07
HP STA = 14+88.52
PVI STA = 15+02.74
PVI ELEV = 4922.30
BVCS: 14+65.24
BVCE: 4921.96
EVCS: 15+40.24
EVCE: 4921.55
A.D. = 2.90
K = 25.86
100.0' VC
PVI STA = 17+54.15
PVI ELEV = 4917.27
BVCS: 17+04.15
BVCE: 4918.27
EVCS: 18+04.15
EVCE: 4917.02
A.D. = 1.50
K = 66.67
PROPOSED
GRADE
FUTURE
GRADE
EXISTING
PROPOSED GROUND
GRADE
EXISTING
GROUND
INTERIM
TIE-IN
PROPOSED
STORM DRAIN
PVI STA = 19+52.59
PVI ELEV = 4916.28
PVI STA = 14+03.55
PVI ELEV = 4921.41
PROPOSED
STORM DRAIN
END STA = 15+01.22
END ELEV = 4921.98
These drawings are
X X X X X X
X X X X
X
X X
X
X
X
X
X
OHE OHE OHE
X
G
POND 1
X X X X X X
X X X X
X
X X
X
X
X
X
X
OHE OHE OHE
X
G
6
2
5
OS2
OS1
D
OS1
OS2
F
POND 2
POND 3
POND 4
1
3
4
4922.09FT
NAVD 88
4926.89FT
NAVD 88
XS#: 1185
CW SUBTRUST C/O AGUR FOUNDATION
INDUSTRIAL DISTRICT
(UNDEVELOPED)
SUNFLOWER SUBDIVISION
(SINGLE FAMILY)
LOT 1
LEE MLD
(UNDEVELOPED)
FOX GROVE DRIVE
HUNTSMAN DRIVE
HUNTSMAN DRIVE
KIT DEN DRIVE
CARRIAGE PARKWAY (76' ROW)
CARRIAGE PARKWAY
TOD DRIVE
X X X X X X
X X X X
X
X X
X
X
X
X
OHE OHE OHE OH
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
W 8" W 12" W 12" W 12" W 12" W 12" W
X
G
X X X X X X
X X X X
X
X X
X
X
X
X
OHE OHE OHE OH
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
W 8" W 12" W 12" W 12" W 12" W 12" W
X
G
SF
SF SF SF
SF SF SF SF SF SF SF SF SF SF SF SF SF
SF SF SF SF SF
SF
SF SF
SF
SF
MU
MU
MU
MU
MU
MU
MU
MU
MU
MU
MU
MU
MU
MU
MU
POND 1
POND 2
POND 3
POND 4
FOX GROVE DRIVE
HUNTSMAN DRIVE
HUNTSMAN DRIVE
KIT DEN DRIVE
CARRIAGE PARKWAY (76' ROW)
CARRIAGE PARKWAY
FOX GROVE DRIVE
TOD DRIVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
EC1
NORTH
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
LEGEND:
ST
FIELD SURVEY BY:
BENCHMARKS:
FORT COLLINS BENCHMARK 25-01: EAST SIDE OF THE EAST
FRONTAGE ROAD OF I-25 APPROX. 0.5 MILES NORTH OF
PROSPECT ROAD ON THE NORTH END OF A HEAD WALL TO AN
IRRIGATION CANAL.
NGVD29 UNADJUSTED=4918.41 (NAVD88=4921.60)
FORT COLLINS BENCHMARK 26-01: SOUTH SIDE OF HIGHWAY 14
(EAST MULBERRY ST.), APPROX. 0.4 MILES EAST OF THE
CENTERLINE OF 1-25, ON THE BRIDGE PARAPET WALL, ON A
BRASS CAP STAMPED "COLO. DEPT OF HIGHWAYS". (CITY OF
FORT COLLINS DESIGNATION NOT STAMPED ON CAP).
NGVD29 UNADJUSTED=4937.26 (NAVD88=4940.45
SF
TABLE OF CONSTRUCTION SEQUENCE AND
BMP APPLICATION
CONSTRUCTION PHASE PHASE I PHASE II PHASE III PHASE IV
Grading (Include Offsite)
Overlot
Pipeline Installation
Stormwater
Concrete Installation
Site Walls
Building Structure
Miscellaneous
Hardscape Amenities
BEST MANAGEMENT PRACTICES
Temporary
Inlet Protection (IP)
Vehicle Tracking Control (VTC)
Flow Barriers (Bales, Wattles, etc.) (WD)
Concrete Washout Area (CWA)
Preventative Maintenance Activities/Meetings/etc.
Silt Fence (SF)
Permanent
Mulching/Sealant
Permanent Seed Planting
Sewer Service
Water Service
Curb and Gutter
EROSION CONTROL NOTES: GENERAL NOTES:
ALL BMP'S SHOWN ON THIS PLAN ARE GRAPHIC
REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE
AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR
AND DOCUMENTED ON THE DYNAMIC SITE PLAN.
MU
FOX GROVE DRIVE
FOX GROVE DRIVE
HUNTSMAN DRIVE
HUNTSMAN DRIVE
KIT DEN DRIVE
CARRIAGE PARKWAY (76' ROW)
CARRIAGE PARKWAY
TOD DRIVE
FOX GROVE DRIVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
DR1
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R
DR1
LEGEND:
A
1 1
B2
1.45 ac
FLOODPLAIN NOTES:
FEMA CROSS-SECTION (CSL)
XS#:
ELEV.
NAVD 88
PROJECT BENCHMARKS:
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
DRAINAGE SUMMARY TABLE
DESIGN
POINT
BASIN
ID
TOTAL
AREA
(acres)
C10 C100
10-yr
Tc
(min)
100-yr
Tc
(min)
Q10
(cfs)
Q100
(cfs)
A A 5.94 0.55 0.69 13.3 11.0 11.1 30.3
B B 7.08 0.55 0.69 12.4 10.3 13.6 37.6
C C 4.25 0.55 0.69 12.7 10.5 8.1 22.6
D D 3.56 0.55 0.69 31.2 29.6 4.2 11.2
E E 1.60 0.55 0.69 12.5 10.3 3.0 8.5
F F 13.41 0.77 0.96 14.4 11.0 34.0 97.7
OS1 OS1 1.72 0.35 0.44 25.5 22.5 1.5 4.0
OS2 OS2 6.70 0.55 0.69 21.5 16.1 9.7 29.0
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
LEGEND:
ST
NOTES:
KEYMAP
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CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
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R
CENTERLINE
FUTURE VIXEN DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
R9
R8
R8
R9
MATCH LINE SEE SHEET R8 STA 14+00
EVCE: 4922.08
A.D. = 1.80
K = 55.56
-0.55% -0.55%
-0.90%
-1.30%
2.25%
-2.25%
1.30%
PVI STA = 10+00.00
PVI ELEV = 4922.80
PVI STA = 10+35.02
PVI ELEV = 4922.61
PVI STA = 12+28.89
PVI ELEV = 4921.54
PVI STA = 12+43.89
PVI ELEV = 4921.41
PVI STA = 13+23.72
PVI ELEV = 4920.94
PVI STA = 13+06.89
PVI ELEV = 4920.56
PVI STA = 13+40.55
PVI ELEV = 4920.56
FUTURE
GRADE PROPOSED
STORM DRAIN
FUTURE ROAD
FUTURE
VIXEN DRIVE
TRACT A
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
LEGEND:
ST
NOTES:
KEYMAP
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CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
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R
CENTERLINE
VIXEN DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
R8
R8
MATCH LINE SEE SHEET R9 STA 14+00
R8
R9
BVCE: 4922.86
ECVS: 27+57.35
EVCE: 4921.90
A.D. = 0.60
K = 133.33
80.0' VC
LP ELEV = 4921.54
LP STA = 28+11.84
PVI STA = 28+21.84
PVI ELEV = 4921.32
BCVS: 27+81.84
BVCE: 4921.68
ECVS: 28+61.84
EVCE: 4921.92
A.D. = 2.40
K = 33.33
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
LEGEND:
ST
NOTES:
KEYMAP
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
R7
R6
R6
R5
R5
N/A
R7
CENTERLINE
FOX GROVE DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET R6 STA 24+00
CENTERLINE
KIT DEN DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
R7
ECVS: 23+59.89
EVCE: 4922.92
A.D. = 1.30
K = 57.69
PROPOSED
STORM DRAIN
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
LEGEND:
ST
NOTES:
KEYMAP
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
R6
CENTERLINE
FOX GROVE DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
NORTH
R6
R6
R5
R5
NORTH
N/A
R7
MATCH LINE SEE SHEET R5 STA 14+50
MATCH LINE SEE SHEET R7 STA 24+00
PVI ELEV = 4920.07
PVI STA = 8+73.16
PVI ELEV = 4920.05
PVI STA = 10+00.00
PVI ELEV = 4920.75
75.0' VC
LOW PT ELEV = 4919.37
LOW PT STA = 7+79.10
PVI STA = 7+79.10
PVI ELEV = 4919.20
BVCS: 7+41.60
BVCE: 4919.54
EVCS: 8+16.60
EVCE: 4919.54
A.D. = 1.80
K = 41.67
PROPOSED
GRADE
12' CROSSPAN
1 3/4" DEEP
PROPOSED
STORM DRAIN
-0.55%
-0.90%
0.90%
0.55%
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
LEGEND:
ST
NOTES:
KEYMAP
NORTH
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
CENTERLINE
FOX GROVE DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
R5
R6
R6
R5
R5
N/A
R7
NORTH
MATCH LINE SEE SHEET R6 STA 14+50
LOT
22
OUTLOT C
LOT
16
LOT
17
LOT
18
LOT
19
LOT
55
LOT
22
LOT
58
LOT
56 LOT
57
FOX GROVE DR.
(SEE SHEET R6)
FOX GROVE DR.
LOT (SEE SHEET R6)
54
LOT
15
TOD DRIVE
OUTLOT C
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
LEGEND:
ST
NOTES:
KEYMAP
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
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R
R4
CENTERLINE
HUNTSMAN DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
R3 R4
R3
NORTH
NORTH
N/A
CENTERLINE
TOD DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET R3 STA 18+00
R4
STORM DRAIN
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
LEGEND:
ST
NOTES:
KEYMAP
NORTH
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
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UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
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R
R3
NORTH
R4
R3
CENTERLINE
HUNTSMAN DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
N/A
R3
MATCH LINE SEE SHEET R4 STA 18+00
COLORADO
R
CENTERLINE
CARRIAGE PARKWAY
SCALE : 1" = 40' (H) 1" = 5' (V)
R2
R2
R1
MATCH LINE SEE SHEET R1 STA 18+00
CULVERTS
PROPOSED
STORM DRAIN
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
LEGEND:
ST
NOTES:
KEYMAP
NORTH
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
CENTERLINE
CARRIAGE PARKWAY
SCALE : 1" = 40' (H) 1" = 5' (V)
R1
R2
R1
MATCH LINE SEE SHEET R2 STA 18+00
LOT
16
LOT
17
LOT
18
LOT
19
LOT
20
LOT
21
LOT 59
LOT 60
LOT 62
LOT 63
LOT 64
LOT
LOT 65
66
LOT
67
OUTLOT E OUTLOT G
LOT
48
LOT
49
LOT
50
LOT
51
LOT
52
LOT
53
LOT
54
LOT
27
LOT
26
LOT
25
LOT
24
LOT
23
LOT
22
LOT
55
LOT
58
LOT
56
LOT
57
OUTLOT B
LOT
12
OUTLOT C
LOT
46
LOT
47
LOT 61
OUTLOT H
OUTLOT F
FOX GROVE DRIVE
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
U3
KEYMAP
NORTH
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
MATCHLINE-SEE SHEET U2
LEGEND:
NOTES:
F
FDC
S
W
IR
W
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
U3
U1
U2
LOT
41
LOT
40
LOT
39
LOT
33
LOT
32
LOT
31 LOT
30
LOT
29
LOT
28
LOT
27
LOT
26
TRACT A
LOT
4
OUTLOT A
OUTLOT D
LOT
46
LOT
47
LOT
3
OUTLOT E
LOT 34
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
U2
KEYMAP
NORTH
LEGEND:
NOTES:
F
FDC
S
W
IR
W
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
U3
U1
U2
MATCHLINE-SEE SHEET U3
MATCHLINE-SEE SHEET U1
G
LOT 1
LEE MLD
(UNDEVELOPED)
HUNTSMAN DRIVE (53' ROW) FOX GROVE DRIVE (53' ROW)
HUNTSMAN DRIVE (53' ROW)
KIT DEN DRIVE (53' ROW)
CARRIAGE PARKWAY
(76' ROW)
TOD DRIVE (53' ROW)
CW SUBTRUST C/O AGUR FOUNDATION
INDUSTRIAL DISTRICT
(UNDEVELOPED)
SUNFLOWER SUBDIVISION
(SINGLE FAMILY)
LOT
1
LOT
2 LOT
5
LOT
6
LOT
7
LOT
8
LOT
9
LOT
10
LOT
11
LOT
13
LOT
14
LOT
15
LOT
16
LOT
17
LOT
18
LOT
19
LOT
20 LOT
21
LOT 59
LOT 60
LOT 62
LOT 63
LOT 64
LOT
65
LOT
66
LOT
67
OUTLOT G
OUTLOT E
LOT 35
LOT 36
LOT 37
LOT
38
LOT
48 LOT
49
LOT
50
LOT
51
LOT
52
LOT
53
LOT
54
LOT
45
LOT
44
LOT
43
LOT
42
LOT
41
LOT
40
LOT
39
LOT 34
LOT
33
LOT
32
LOT
31 LOT
30
LOT
29
LOT
28
LOT
27
LOT
26
LOT
25
LOT
24
LOT
23
LOT
22
LOT
55
LOT
58
LOT
56
LOT
57
TRACT A
OUTLOT B
LOT
4
LOT
12
OUTLOT A
OUTLOT D
OUTLOT C
LOT
46
LOT
47
LOT 61
OUTLOT H
OUTLOT F
LOT
3
FOX GROVE DRIVE (53' ROW)
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
OU1
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NORTH
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
LEGEND:
NOTES:
F
FDC
S
W
IR
W
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
FOR REFERENCE ONLY.
SEE 50 SCALE DRAWINGS FOR
DETAILED INFORMATION.
U3
U1
U2
OUTLOT G
OUTLOT E
LOT
48 LOT
49
LOT
50
LOT
51 LOT
52
LOT
53
LOT
54
LOT
27
LOT
26
LOT
25
LOT
24
LOT
23 LOT
22
LOT
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LOT
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LOT
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LOT
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OUTLOT B
LOT
12
LOT
46
LOT
47
LOT 61
OUTLOT H
OUTLOT F
OUTLOT C
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
G2
KEYMAP
NORTH
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
G1 G2
MATCHLINE-SEE SHEET G1
LEGEND:
NOTES:
LOT
40
LOT
39
LOT
33
LOT
32
LOT
31
LOT
30
LOT
29
LOT
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LOT
27
LOT
26
TRACT A
LOT
4
OUTLOT A
OUTLOT D
LOT
46
LOT
47
LOT
3
LOT 34
These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
G1
KEYMAP
NORTH
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
G1 G2
MATCHLINE-SEE SHEET G2
LEGEND:
NOTES:
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
OG1
KEYMAP
NORTH
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
FOR REFERENCE ONLY.
SEE 50 SCALE DRAWINGS FOR
DETAILED INFORMATION.
G1 G2
LEGEND:
NOTES:
PHONE: 970.221.4158
www.northernengineering.com
KEYMAP
NORTH
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
EX1
E
LEGEND:
G
T
ST
FIELD SURVEY BY:
NOTES:
SS
W
X
CONTROL
IRR
E
W
IRR
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 D rainage Report for Fox Grove dated August 6, 2014 by Northern Engineering shall be followed and
implemented.
20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures
shall be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or
landscaping.
21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud
and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end
loader, etc.) or as approved by the 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 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 the City of Fort Collins.
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:
East side of the East frontage road of I-25 approx. 0.5 miles North of Prospect Road on the North end of a head wall to an irrigation
canal.
Elevation = 4918.41 NGVD 1929 UNADJUSTED (NAVD88=4921.60)
South side of Highway 14 (East Mulberry St.), approx. 0.4 miles East of the centerline of I-25, on the bridge parapet wall, on a
brass cap stamped "Colo. Dept of Highways". (City of Fort Collins designation not stamped on cap).
Elevation = 4937.26 NGVD 1929 UNADJUSTED (NAVD88=4940.45)
All elevations contained in these plans refer to the NGVD 1929 Unadjusted Datum
The Basis of Bearings is the South line of the Northwest Quarter, Section 15, Township 7 North, Range 68 West of the 6th P.M. as
bearing South 89°38'50" East
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. Requested Variances are listed as follows:
a. Intersection Sight Distance at Kit Den Drive & Carriage Parkway and Fox Grove Drive & Carriage Parkway.
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 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 seperate Stormwater Management Plan / Erosion Control Report for Fox Grove 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 Drainage Report for Fox Grove dated August 6, 2014 by Northern Engineering shall be followed and
implemented.
3. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer,
must by submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility
Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties,
certification shall by submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in
excess of those allowed prior to certification per the Development Agreement.
E. Utility Notes
1. All waterline construction shall conform to the East Larimer County Water District standards and specifications current to date of
construction.
2. All sewerline construction shall conform to the Boxelder Sanitation District standards and specifications current to date of
construction.
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
respectively; and that I am fully
responsible for the accuracy of all
design. revisions, and record
conditions that I have noted on
these plans.
These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility
by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness
of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities
required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort
Collins for additional quantities of items shown that may be required during the construction phase.
DISCLAIMER STATEMENT:
CERTIFICATION STATEMENT:
PROJECT
LOCATION
VICINITY MAP
NORTH
Benchmark #1
Fort Collins Benchmark 25-01: East side of the East frontage road of I-25 approx. 0.5 miles
North of Prospect Road on the North end of a head wall to an irrigation canal.
Elevation = 4918.41 NGVD 1929 Unadjusted (NAVD88=4921.60)
Benchmark #2
Fort Collins Benchmark 26-01: South side of Highway 14 (East Mulberry St.), approx. 0.4
miles East of the centerline of I-25, on the bridge parapet wall, on a brass cap stamped
"Colo. Dept of Highways". (City of Fort Collins designation not stamped on cap).
Elevation = 4937.26 NGVD 1929 Unadjusted (NAVD88=4940.45)
All elevations contained in these plans refer to the NGVD 1929 Unadjusted Datum
The Basis of Bearings is the South line of the Northwest Quarter, Section 15, Township 7
North, Range 68 West of the 6th P.M. as bearing South 89°38'50" East
Northern Engineering Services, Inc.
200 South College Avenue, Suite 010
Fort Collins, Colorado 80524
(970) 221-4158
ORIGINAL FIELD SURVEY BY:
Earth Engineering Consultants, LLC
Lester L. Litton, PE
4396 Greenfield Drive
Windsor, CO 80550
(970) 545-3908
SUBSURFACE EXPLORATION BY:
PROJECT BENCHMARKS:
REPLAT OF LOT 2, LEE M.L.D. NO. 04-S2309, LOCATED IN THE NORTHWEST QUARTER OF SECTION 15,
TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER,
STATE OF COLORADO
SHEET INDEX
COVER SHEET
GENERAL & CONSTRUCTION
NOTES
CS1
CS2
GAS----------------- Xcel Energy----------------------------- Stephanie Rich (970) 225-7857
ELECTRIC-------- City of Fort Collins Light & Power -- Doug Martine (970) 224-6152
CABLE------------- Comcast---------------------------------- Don Kapperman (970) 567-0425
TELECOM.--------CenturyLink------------------------------- William Johnson (970) 377-6401
WATER------------ East Larimer County Water District -Randy Siddens (970) 493-2044
WASTEWATER --Boxelder Sanitation District -----------Eric Garner (970) 498-0604
STORMWATER- City of Fort Collins Utilities ----------- Glen Schlueter (970) 221-6700
FOX GROVE
OVERALL GRADING PLAN
OVERALL UTILITY PLAN
OG1
OU1
EXISTING CONDITIONS &
DEMOLITION PLAN
EX1
CARRIAGE PARKWAY
PLAN & PROFILE
R1-R2
FOX GROVE DRIVE
PLAN & PROFILE
R3
U1-U3 UTILITY PLANS
FOX GROVE DRIVE & KIT DEN DRIVE
PLAN & PROFILE
R7
G1-G2 GRADING PLAN
Earth Engineering Consultants, LLC
Lester L. Litton, PE
4396 Greenfield Drive
Windsor, CO 80550
(970) 545-3908
Ripley Design Inc.
Stephanie Sigler
401 West Mountain Avenue Ste 100
Fort Collins, CO 80521
(970) 224-5824
Imago Enterprises Inc.
Lester Kaplan
140 Palmer Drive
Fort Collins, CO 80525
(970) 226-6819
ELB Engineering, LLC
Eric L. Bracke, P.E., P.T.O.E.
5401 Taylor Lane
Fort Collins, CO 80528
(970) 688-7551
Northern Engineering Services, Inc.
Gary Gilliland, PLS
301 N. Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
HUNTSMAN DRIVE
PLAN & PROFILE
R5-R6
N O R T H E RN
DR1 DRAINAGE PLAN
VIXEN DRIVE
PLAN & PROFILE
R8-R9
EC1 STATIC EROSION CONTROL PLAN
R4 HUNTSMAN DRIVE & TOD DRIVE
PLAN & PROFILE