HomeMy WebLinkAboutHANSEN FARM - PDP - PDP170036 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSS. TIMBERLINE DRIVE RD.
KECHTER RD
ZEPHRY RD.
CS1
COVER SHEET
1
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
SEPTEMBER 2017
PROJECT
LOCATION
VICINITY MAP
NORTH
I hereby affirm that these final
construction plans were prepared
under my direct supervision, in
accordance with all applicable City
of Fort Collins and State of
Colorado standards and statutes,
respectively; and that I am fully
responsible for the accuracy of all
design. revisions, and record
conditions that I have noted on
these plans.
These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility
by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness
of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities
required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort
Collins for additional quantities of items shown that may be required during the construction phase.
DISCLAIMER STATEMENT:
CERTIFICATION STATEMENT:
Northern Engineering Services, Inc.
Project No. HNP
Date: March 1, 2004
Additional Field Survey:
Project No. 911-015
Date: May 10, 2017
ORIGINAL FIELD SURVEY BY:
CONTACT INFORMATION
PROJECT TEAM:
Danny Weber, PE
Northern Engineering Services, Inc.
301 North Howes Street, Sutie 100
Fort Collins, Colorado 80521
(970) 221-4158
Bob Tessely, PLS
Northern Engineering Services, Inc.
301 North Howes Street, Sutie 100
Fort Collins, Colorado 80521
(970) 221-4158
CONTACT INFORMATION
PROJECT TEAM:
Jeff Mark
Lorson South Land Corp
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 Preliminary Drainage and Erosion Control Report for Hansen Property dated September 12, 2017 by Northern
Engineering Services, Inc., shall be followed and implemented.
20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall
be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping.
21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and
debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.)
or as approved by the the City of Fort Collins street inspector.
22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction
9' UTIL. 59' ROW
ESMT.
4.5'
WALK
9' UTIL.
ESMT.
4.5'
WALK
LOCAL CONNECTOR STREET SECTION
8' PARKING
8' PARKING
10' TRAVEL LANE
7'
PKWY
36' - 7'
PKWY
10' TRAVEL LANE
57.5' HALF ROW
15' UTIL.
ESMT.
2-LANE ARTERIAL- INTERIM STREET SECTION
6' BIKE LANE
8' BIKE LANE
58.5' -EOA 6'
PKWY
8.5' GORE AREA
PRIVATE STREET SECTION
12' TRAVEL LANE
24' -
12' TRAVEL LANE
SECTION LINE
4-LANE ARTERIAL- ULTIMATE STREET SECTION
115' ROW (MIN.)
83' ROADWAY
15'
Esmt.
Util. Util.
Esmt.
15'
12' TRAVEL LANE
12' TRAVEL LANE
12' TRAVEL LANE
12' TRAVEL LANE
8' BIKE LANE
6'
PKWY
10'
PKWY
6' WALK (MIN.)
10' TRAIL
19' CENTER
MEDIAN
8' BIKE LANE
12' TRAVEL LANE
12' LEFT
TURN LANE
12' TRAVEL LANE
10' TRAIL
12' LEFT TURN
9' UTIL. 76' ROW
X
X
B M
12" W
12" W
X
ST
VAULT
F.O.
T
ELEC
ELEC
GAS
VAULT
F.O.
VAULT
ELEC
VAULT
ELEC
TRAFFIC
VAULT
C
VAULT
F.O.
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
ELEC
ELEC
T
VAULT
F.O.
B M
X
X
TELE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
M F.O.
MM
GAS
X
X
B M
12" W
12" W
X
VAULT
F.O.
T
ELEC
ELEC
GAS
VAULT
F.O.
VAULT
ELEC
VAULT
ELEC
TRAFFIC
VAULT
C
VAULT
F.O.
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
ELEC
ELEC
T
VAULT
F.O.
B M
X
X
TELE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
M F.O.
MM
GAS
M F.O.
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
SSMH 4-11
SSMH 15
SSMH 4-10
SSMH 14
SSMH 4-9
SSMH 13
SSMH 4-8
SSMH 4-7
SSMH 4-6
8" PVC SANITARY SEWER
8" PVC SANITARY SEWER
8" PVC SANITARY SEWER
8" PVC SANITARY SEWER
8" PVC SANITARY SEWER
8" PVC SANITARY SEWER
8" PVC SANITARY SEWER
9' UTILITY EASEMENT
STREET A
STREET B
STREET A
STREET B
9' UTILITY EASEMENT 9' UTILITY EASEMENT
6' UE
3' DRAINAGE
EASEMENT
(TYP.)
LOT 37
LOT 36
LOT 38
LOT 39
LOT 40
LOT 33 LOT 34 LOT 35
LOT 32
LOT 31
LOT 27
LOT 30
LOT 29
E
E
CTV
CTV
CTV
VAULT
ELEC
TRAFFIC
VAULT
C
ST
TELE
X X X X
X
X
X
X X
M F.O.
MM
X
16" W
SSMH 4-4
SSMH 4-5
INLET E1
CLEANOUT E2
8" PVC SANITARY SEWER
8" PVC SANITARY SEWER
LOT 39
LOT 43
LOT 40
LOT 42
LOT 44
LOT 45
LOT 41
LOT 52
LOT 46
LOT 47
LOT 48
LOT 49
LOT 50
LOT 51
LOT 53
LOT 54
END HORZ.
DEFLECTION
N:101534.65
E:204707.98
BEGIN HORZ.
DEFLECTION
N:101522.80
E:204735.46
8"x6" SWIVEL TEE
1 - 6" GV (N)
N:101660.94
E:204451.19
FH ASSEMBLY
N:101671.90
E:204456.58
286.17 LF 8" PVC
N63°48'45"W
SSMH 12
SSMH 11
SSMH 11-1
SSMH 10
SSMH 9
INLET F1
FES F
CLEANOUT F2
8" PVC SANITARY SEWER
8" PVC SANITARY SEWER
8" PVC SANITARY SEWER
8" PVC SANITARY SEWER
8" PVC SANITARY SEWER
LOT 10
LOT 9
LOT 8
LOT 3
LOT 7
LOT 5
LOT 4
LOT 2
LOT 1
LOT 19
LOT 18
LOT 17
LOT 16
LOT 12
LOT 14
LOT 13
LOT 11
LOT 10
LOT 9
LOT 8
LOT 7
LOT 5
LOT 6
TRACT F
LOT 6
LOT 15
ALLEY
8"x6" SWIVEL TEE
1 - 6" GV (SW)
N:101149.82
E:203995.57
FH ASSEMBLY
N:101140.86
E:203987.28
BEGIN HORZ.
DEFLECTION
N:101686.80
E:203390.56
END HORZ.
DEFLECTION
N:101588.48
E:203521.79
8"x8" CROSS w/TB
4 - 8" GV (NE,NW,SE,SW)
N:101510.58
E:203605.94
8"x6" SWIVEL TEE
E
E
E E
E
E
E E
E
E
CTV
CTV
CTV
CTV
CTV CTV
CTV
CTV
CTV CTV
CTV
CTV
CTV
CTV CTV
CTV
CTV CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
V
AULT
F.O.
TELE
ST
M
X
GAS
M F.O.
16" W
16" W
16" W
16" W 16" W 16" W 16" W 16" W 16" W 16" W
16" W 16" W
16" W 16" W 16" W 16" W 16" W 16" W 16" W
SSMH 7
SSMH 6
SSMH 8
SSMH 5
SSMH 4-4
SSMH 3
SSMH 4-3
SSMH 4-1
SSMH 4
SSMH 4-2
STMH A7
STMH A6
STMH A5
STMH A3-2
STMH A8
STMH A2
E
E
E
E
E
E E
E
E
E E
E
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
16" W
CTV
CTV
CTV
CTV
GG
X
X
X
SS
ST
VAULT
F.O.
T
ELEC
ELEC
GAS
VAULT
F.O.
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
ELEC
ELEC
T
VAULT
F.O.
B M
X
X
X
X
X
X
X
B M
12" W
12" W
X
VAULT
F.O.
T
ELEC
ELEC
GAS
VAULT
F.O.
VAULT
ELEC
VAULT
ELEC
TRAFFIC
VAULT
C
VAULT
F.O.
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
ELEC
ELEC
T
VAULT
F.O.
B M
X
X
TELE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
M F.O.
MM
GAS
M F.O.
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
9' UTILITY EASEMENT
STREET A
STREET B
STREET A
STREET B
9' UTILITY EASEMENT 9' UTILITY EASEMENT
6' UE
3' DRAINAGE
EASEMENT
(TYP.)
ALLEY
ALLEY
59' ROW
36'
FL-FL
24'
FL-FL
10' CONCRETE TRAIL
10' CONCRETE TRAIL
6' UE
3' DRAINAGE
EASEMENT
(TYP.)
STREET A
9' UTILITY EASEMENT
9' UTILITY EASEMENT 9' UTILITY EASEMENT
9' UTILITY EASEMENT
STREET C
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
36'
FL-FL
59' ROW
9' UTILITY EASEMENT
9' UTILITY EASEMENT
E
E
CTV
CTV
CTV
VAULT
ELEC
TRAFFIC
VAULT
C
ST
TELE
X X X X
X
X
X
X X
M F.O.
MM
X
TIMBERLINE RD
STREET A
10' CONCRETE TRAIL
9' UTILITY EASEMENT
9' UTILITY EASEMENT
36'
FL-FL
59' ROW
6' UE
3' DRAINAGE
EASEMENT
(TYP.)
6' UE
3' DRAINAGE
EASEMENT
(TYP.)
10' CONCRETE TRAIL
100' ROW
TRACT A
LOT 41
LOT 52
LOT 46
LOT 47
LOT 48
LOT 49
LOT 50
LOT 51
LOT 53
LOT 54
LOT 39
LOT 43
LOT 40
LOT 42
LOT 44
LOT 45
LOT 29
LOT 27
LOT 35
LOT 34
LOT 32
ALLEY
9' UTILITY EASEMENT
9' UTILITY EASEMENT
24'
FL-FL
36'
FL-FL
59' ROW
9' UTILITY EASEMENT
9' UTILITY EASEMENT
59' ROW
36'
FL-FL
6' UE
3' DRAINAGE
EASEMENT
(TYP.)
6' UE
3' DRAINAGE
EASEMENT
(TYP.)
6' UE
3' DRAINAGE
EASEMENT
(TYP.)
STREET B
STREET B
STREET C
STREET C
9' UTILITY EASEMENT
9' UTILITY EASEMENT
STORM DRAIN F
LOT 6
TRACT F
LOT 6
LOT 15
LOT 5
LOT 4
LOT 1
LOT 2
LOT 1
LOT 2
LOT 3
LOT 7
LOT 6
LOT 5
LOT 7
LOT 6
LOT 5
LOT 1
LOT 2
LOT 3
LOT 21
LOT 18
LOT 13
LOT 22
LOT 20
LOT 10
LOT 9
LOT 8
E
E
E E
E
E
E
E
E
E
CTV
CTV
CTV
CTV
CTV CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV CTV
CTV
CTV CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
V
AULT
F.O.
TELE
ST
M
X
GAS
M F.O.
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
TIMBERLINE RD
TIMBERLINE RD
59' ROW
36'
FL-FL
36'
FL-FL
59' ROW
59' ROW
36'
FL-FL
STREET A STREET A
6' UE
E
E
E
E
E
E E
E
E
E E
E
12" W
12" W
12" W
12" W
12" W
12" W
12" W
12" W
CTV
CTV
CTV
CTV
FO
FO
GG
X
X
X
SS
ST
VAULT
F.O.
T
ELEC
ELEC
GAS
VAULT
F.O.
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
ELEC
ELEC
T
VAULT
F.O.
B M
X
X
X
X
∆
LOT 7
LOT 6
LOT 5
LOT 24
LOT 26
LOT 22 LOT 23 LOT 25
STA. = 10+00.00
(STREET A)
STA. = 10+00.00
(STREET B)
LOT 2
LOT 3
LOT 1
BLOCK 10
BLOCK 9
BLOCK 2
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
STREET A
STREET B
59' ROW
36'
FL-FL
ALLEY
TRACT G
4.5' SIDEWALK
4.5' SIDEWALK
4960
4965
4970
4975
4980
4960
4965
4970
4975
4980
9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00
-0.70%
PVI STA = 10+00.00
PVI ELEV = 4970.77
EXISTING
GROUND
PROPOSED
GRADE
4970.77
4970.59
4970.42
4970.24
4970.07
4969.89
4969.72
4969.54
4969.37
4969.19
4969.02
4968.84
4968.67
∆
LOT 4
LOT 3
TRACT G
LOT 5
LOT 4
LOT 1
LOT 2
LOT 3 LOT 5 LOT 6 LOT 7
LOT 29
LOT 23
LOT 24 LOT 25 LOT 26
LOT 27
LOT 32 LOT 33
LOT 31
LOT 30
LOT 28
TRACT A LOT 41
TRACT F
LOT 36 LOT 37 LOT 38
LOT 39
LOT 43
LOT 40
LOT 42
LOT 33 LOT 34
LOT 35
LOT 32
BLOCK 3
BLOCK 2
BLOCK 2
STREET C
SEE SHT
R8
STREET A
BLOCK 14
9' UTILITY EASEMENT
36' FL-FL
59' ROW
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
STA. = 18+43.54
(STREET A)
STA. = 10+00.00
(STREET C)
R20' R20'
4.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
36' FL-FL
59' ROW
DRIVE-OVER
CURB & GUTTER
DRIVE-OVER
CURB & GUTTER
4955
4960
4965
4970
∆
LOT 42
LOT 34 LOT 35
LOT 32
LOT 33
LOT 31 LOT 45
LOT 44
LOT 43
LOT 38
LOT 40 LOT 41
LOT 36
LOT 39
LOT 37
LOT 46 LOT 47 LOT 48 LOT 49 LOT 50 LOT 51 LOT 52
LOT 56
LOT 53 LOT 54
LOT 55
LOT 57
LOT 43 LOT 44
LOT 45
STREET A
9' UTILITY EASEMENT
9' UTILITY EASEMENT 9' UTILITY EASEMENT
9' UTILITY EASEMENT
10' CONCRETE
PAN
BLOCK 2
BLOCK 3
BLOCK 3
BLOCK 2 TRACT A
TRACT F
2' SIDEWALK
CHASE
4.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
59' ROW
36' FL-FL
DRIVE-OVER
CURB & GUTTER
DRIVE-OVER
CURB & GUTTER
4955
4960
4965
4970
4975
4955
4960
4965
4970
4975
23+50 24+00 25+00 26+00 27+00 28+00 29+00 30+00 30+50
2.00%
0.50%
-0.60%
-2.00%
-0.60%
PVI STA = 25+03.97
∆
LOT 45
LOT 57
LOT 58
TRACT E TRACT B
TRACT D
STREET A
9' UTILITY EASEMENT
4.5' SIDEWALK
STREET D
SEE SHT
R9
STREET B
SEE SHT
R7
9' UTILITY EASEMENT
4.5' SIDEWALK
STA. = 31+65.81
(STREET A)
STA. = 10+00.00
(STREET D)
STA. = 36+19.31
(STREET A)
STA. = 37+84.82
(STREET B)
R20' R20'
R20' R20'
STORM
DRAIN B
STORM DRAIN C
STORM DRAIN A
STREET A
ZEPHYR ROAD
SEE SHT
R10
SIGHT
DISTANCE
EASEMENT
9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT
4.5' SIDEWALK
36' FL-FL
59' ROW
VERTICAL CURB
& GUTTER
VERTICAL CURB
& GUTTER
4950
4955
4960
4965
4970
4950
4955
4960
4965
4970
30+50 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 40+50
1.50%
∆
LOT 4
LOT 7
LOT 6
LOT 5
LOT 20
LOT 22 LOT 21
LOT 23
TRACT I
9' UTILITY EASEMENT
4.5' SIDEWALK
STA. = 10+00.00
(STREET B)
STA. = 10+00.00
(STREET A)
STREET B
ALLEY
BLOCK 2
4960
4965
4970
4975
4980
4960
4965
4970
4975
4980
9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50
0.60%
-0.60%
PVI STA = 10+00.00
PVI ELEV = 4970.77
75.0' VC
HP ELEV = 4970.96
HP STA = 10+50.00
PVI STA = 10+50.00
PVI ELEV = 4971.07
BVCS: 10+12.50
BVCE: 4970.85
EVCS: 10+87.50
EVCE: 4970.85
A.D. = 1.20
K = 62.50
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
4970.77
4970.77
4970.17
4969.57
4968.97
4968.37
4967.77
4967.17
∆
LOT 3
LOT 5
LOT 4
LOT 2 LOT 1
LOT 6
LOT 19 LOT 18 LOT 17
LOT 16
LOT 14 LOT 12
LOT 13 LOT 11
LOT 10 LOT 9
TRACT F
LOT 15
LOT 17 LOT 16
LOT 15 LOT 14
LOT 12 LOT 11
LOT 10 LOT 9 LOT 8
LOT 7
LOT 6
LOT 13
9' UTILITY EASEMENT
4.5' SIDEWALK
DRIVE-OVER
CURB & GUTTER
DRIVE-OVER
CURB & GUTTER
STREET B
9' UTILITY EASEMENT
4.5' SIDEWALK
STREET B
STREET C
SEE SHT
R8
STREET C
SEE SHT
R8
BLOCK 1
BLOCK 3
BLOCK 2
BLOCK 5
LOT 3
LOT 5
LOT 4
LOT 1 TRACT I
TRACT F
STA. = 22+14.93
(STREET B)
STA. = 14+58.41
(STREET C)
R20' R20'
R20' R20'
DRIVE-OVER
CURB & GUTTER
DRIVE-OVER
CURB & GUTTER
9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT
4.5' SIDEWALK
59' ROW
∆
LOT 10 LOT 9 LOT 8
LOT 7
LOT 3
LOT 5
LOT 2
LOT 4
LOT 1
LOT 6
LOT 7
LOT 6 LOT 5
LOT 3 LOT 2
LOT 1
LOT 4
STREET B
DRIVE-OVER
CURB & GUTTER
DRIVE-OVER
CURB & GUTTER
9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT
4.5' SIDEWALK
STORM DRAIN A
36' FL-FL
59' ROW
TRACT E
TRACT B
TRACT F
BLOCK 1
BLOCK 3
4950
4955
4960
4965
4970
4950
4955
4960
4965
4970
28+50 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00
2.25%
0.60%
-2.00%
-0.60%
-0.50%
0.50%
PVI STA = 31+03.98
PVI ELEV = 4962.72
PVI STA = 34+77.45
PVI ELEV = 4962.29
PVI STA = 37+62.82
PVI ELEV = 4959.93
PVI STA = 37+68.82
PVI ELEV = 4959.93
PVI STA = 37+84.82
PVI ELEV = 4960.29
75.0' VC
HP ELEV = 4963.51
∆
STREET C
STREET B
SEE SHT
R6
DRIVE-OVER
CURB & GUTTER
9' UTILITY EASEMENT
4.5' SIDEWALK
STOP SIGN w/
STREET NAME
9' UTILITY EASEMENT
4.5' SIDEWALK
LOT 25
LOT 4
TRACT G
LOT 3
LOT 7
LOT 6
LOT 5
LOT 1
LOT 2
LOT 21
LOT 18
LOT 22
LOT 17 LOT 19 LOT 20
LOT 23
LOT 24
LOT 2
LOT 1
LOT 4
LOT 5
LOT 3
DRIVE-OVER
CURB & GUTTER
STA. = 14+58.41
(STREET C)
STA. = 22+14.93
(STREET B)
STA. = 12+42.95
(STREET C)
STA. = 19+08.87
(ALLEY)
STA. = 10+00.00
(STREET C)
STA. = 18+43.54
(STREET A)
10' CONCRETE
PAN
2' SIDEWALK
CHASE
BLOCK 14
BLOCK 4
TRACT I
TRACT F
FUTURE
STREET C
STREET B
SEE SHT
R6
E
E E
E
CTV
CTV CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
M F.O.
16" W 16" W
16" W 16" W 16" W
STREET D
9' UTILITY EASEMENT
4.5' SIDEWALK
VERTICAL
CURB & GUTTER
STREET A
SEE SHT
R4
STA. = 10+00.00
(STREET D)
STA. = 31+65.81
(STREET A)
STREET A
SEE SHT
R4
STA. = 13+27.77
(STREET D)
STA. = 17+45.85
(TIMBERLINE RD)
9' UTILITY EASEMENT
4.5' SIDEWALK
VERTICAL
CURB & GUTTER
STORM DRAIN B
STORM DRAIN A
TIMBERLINE RD
SEE SHT
R14
TIMBERLINE RD
SEE SHT
R14
STOP SIGN w/
STREET NAME
36' FL-FL
59' ROW
R20'
R25'
R25'
R20'
LOT 58
BLOCK 2
TRACT A
TRACT D
4950
4955
9' UTILITY EASEMENT
FUTURE
ZEPHYR ROAD
FUTURE
76' ROW
FUTURE
50' FL-FL
FUTURE VERTICAL
CURB & GUTTER
FUTURE VERTICAL
CURB & GUTTER
R40'
R60'
R20'
4945
4950
4955
4960
4965
4945
4950
4955
4960
4965
9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
4.00%
-0.50%
0.50%
PVI STA = 10+28.50
PVI ELEV = 4955.75
PVI STA = 12+77.50
PVI ELEV = 4954.50
BVCS: 17+12.85
BVCE: 4961.71
210.0' VC
PVI STA = 15+69.12
PVI ELEV = 4955.96
BVCS: 14+64.12
BVCE: 4955.44
EVCS: 16+74.12
EVCE: 4960.16
A.D. = 3.50
K = 60.00
4955.64
4955.52
4955.39
4955.27
4955.14
4955.02
4954.89
4954.77
4954.64
4954.52
4954.62
4954.74
4954.87
4954.99
4955.12
4955.24
4955.37
X
X
X
9' UTILITY EASEMENT
FUTURE
ZEPHYR ROAD
FUTURE VERTICAL
CURB & GUTTER
FUTURE VERTICAL
CURB & GUTTER
9' UTILITY EASEMENT
ROUNDABOUT DETAIL
SEE SHEET HC1
4960
4965
4970
4975
4980
4960
4965
4970
4975
4980
18+00 19+00 20+00 21+00 21+50
4965.15
4965.63
4966.01
4966.28
4966.45
4966.51
4966.47
4966.33
4966.08
4965.73
PVI STA = 20+72.85
PVI ELEV = 4965.31
360.0' VC
HP ELEV = 4966.51
HP STA = 19+52.85
PVI STA = 18+92.85
PVI ELEV = 4968.91
EVCS: 20+72.85
EVCE: 4965.31
A.D. = 6.00
K = 60.00
EXISTING
GROUND
FUTURE
GRADE
EXISTING
GROUND
FUTURE
GRADE
CTV
CTV
CTV
CTV
FO
VAULT
F.O.
ST
ST
M
MM
X
M
15' UTILITY EASEMENT
TIMBERLINE ROAD
6' SIDEWALK
STREET D
SEE SHT
R9
PROPOSED VERTICAL
CURB & GUTTER
EXISTING EDGE
OF ASPHALT
PROPOSED VERTICAL
CURB & GUTTER
STORM DRAIN A
108' ROW
59' FL-EOP
STORM DRAIN H
15' UTILITY EASEMENT
10' SIDEWALK
REMOVE AND MILL & OVERLAY
REPLACE ASPHALT
69' FL-EOP
120' ROW
STA. = 17+45.89
(TIMBERLINE ROAD)
STA. = 13+26.75
(STREET D)
PROPOSED
ADDITIONAL
ASPHALT
MAIL CREEK DITCH
4955
4960
4965
4970
4975
4955
4960
4965
4970
4975
9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00
4955
4960
4965
4970
4975
4955
4960
4965
4970
4975
9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00
4955
4960
15' UTILITY EASEMENT
TIMBERLINE ROAD
10' SIDEWALK
PROPOSED VERTICAL
CURB & GUTTER
EXISTING CURB
& GUTTER
STORM DRAIN G STORM DRAIN A
ZEPHYR ROAD
SEE SHT
R11
TIMBERLINE ROAD
119' ROW
95' FL-FL
EXISTING EDGE
OF ASPHALT
PROPOSED VERTICAL
CURB & GUTTER
EXISTING CURB
& GUTTER
TIE TO EXISTING CURB
& GUTTER
15' UTILITY EASEMENT
FUTURE 6' SIDEWALK
108' ROW
128' ROW
EXISTING CURB
& GUTTER
95' FL-FL
PROPOSED
ADDITIONAL
ASPHALT PROPOSED
ADDITIONAL
ASPHALT
STA. = 26+15.85
(TIMBERLINE ROAD)
STA. = 13+85.98
(ZEPHYR ROAD)
REMOVE AND
REPLACE ASPHALT
4955
4960
4965
4970
4975
4955
4960
4965
4970
4975
20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00
0.66%
500.0' VC
HP ELEV = 4963.26
HP STA = 27+90.13
PVI STA = 28+51.78
PVI ELEV = 4964.45
BVCS: 25+51.78
BVCE: 4962.47
A.D. = 2.07
X
IRR
IRR
TIMBERLINE ROAD
EXISTING CURB
& GUTTER
EXISTING CURB
& GUTTER
127' ROW
4945
4950
4955
4960
4965
4945
4950
4955
4960
4965
30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00
200.0' VC
PVI STA = 33+13.62
PVI ELEV = 4957.33
BVCS: 32+13.62
BVCE: 4959.07
EVCS: 34+13.62
EVCE: 4954.65
A.D. = 0.95
K = 210.75
EVCS: 30+51.78
EVCE: 4961.62
-2.68%
-1.41%
-1.74%
-2.37%
PVI STA = 31+31.50
PVI ELEV = 4960.49
PVI STA = 36+03.77
PVI ELEV = 4949.54
PVI STA = 36+27.07
PVI ELEV = 4948.99
4960.94
4959.31
4957.39
4955.01
4952.33
4949.64
4961.98
4961.65
4961.29
4960.59
4960.17
4959.74
4958.87
4958.41
4957.91
4956.84
4956.26
4955.65
4954.34
M
MM
X
M
TIMBERLINE RD
STREET D
EX ~13' TRAVEL LANE
PROPOSED
107.5' ROW
PROPERTY BOUNDARY (TYP.)
EX ~11' TWLTL LANE
EX ~13' TRAVEL LANE
EX ~6' BIKE LANE
EX ~7' BIKE LANE
12' RIGHT-TURN LANE
12' TRAVEL LANE
8' BIKE LANE
EXISTING
100.0' ROW
EXISTING EDGE
OF PAVEMENT
EXISTING CURB
AND GUTTER
BEGIN PROPOSED
RESTRIPING
235.0' DECEL AND BRAKING
GORE AREA (WIDTH VARIES)
EX ~6' BIKE LANE
200.0' BAY TAPER
8.5' SHOULDER
PROPOSED
119.5' ROW
8' BIKE LANE
12' TRAVEL LANE
12' LEFT-TURN LANE
EX ~12' TRAVEL LANE
EX ~6.5' BIKE LANE
END OF ULTIMATE IMPROVEMENTS
FOR HALF RIGHT-OF-WAY
FUTURE CURB AND GUTTER
SHOULDER (WIDTH VARIES)
PROPOSED
70.0' EOP-FL
EX ~12' TRAVEL LANE
PROPOSED
59.0' EOP-FL
TIMBERLINE RD
ZEPHYR RD
8.5' SHOULDER
EX ~8' BIKE LANE
EX ~12' LEFT-TURN LANE
EX ~13' TRAVEL LANE
EX ~7' BIKE LANE
EX GORE AREA (WIDTH VARIES)
EX ~13' TRAVEL LANE
200.0' BAY TAPER 235.0' DECEL AND BRAKING
PROPOSED
119.5' ROW
12' RIGHT-TURN LANE
EX RIGHT-TURN LANE
ZEPHYR RD
ZEPHYR RD
PROPOSED
76.0' ROW 12' LEFT-TURN LANE
12' TRAVEL LANE
12' TRAVEL LANE
8' BIKE LANE
8' BIKE LANE
TIMBERLINE RD
~11' TRAVEL LANE
~7' BIKE LANE
EX ~12' LEFT-TURN LANE
EX ~12' TRAVEL LANE
EX ~7' BIKE LANE
PROPOSED
50.0' FL-FL
Sheet
of 35
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
R16
STRIPING PLAN
ZEPHYR ROAD
32
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
NORTH
LEGEND:
PROPOSED CURB & GUTTER
CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
ST
X
X
X X
X
X
X
X X X
X
X X X X
X X
X X
X
X
LOT 97
∆
∆
∆
∆
∆
∆
∆
∆
∆
∆
∆
∆
∆
∆
∆
∆
∆ ∆
∆
∆
∆
∆
∆ ∆
R66'
R60' R40'
R20'
N:100375.77
E:204864.41
Sheet
of 35
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
ST
X
X
X X
X
X
X
X X X
X
X X X X
X X
X X
X
X
LOT 97
64.44
64.29
65.61
60.99
61.35
61.77
62.83
63.90
64.51
64.66
64.20
63.98
63.58
62.28
62.27
62.47
62.94
62.94
63.31
63.49
60.99
61.30
62.67
62.15
62.80
62.72
62.20
61.57
61.34
61.11
61.11
61.37
62.68
62.79
62.84
62.98
63.12
63.37
63.41
63.27
63.16
63.36
63.98
64.21
65.27
X
VAULT
F.O.
VAULT
F.O.
VAULT
F.O.
VAULT
F.O.
B M
X
X
X
X
X
X
X
X
M F.O.
2a
2c 2b
2g 2j
2h
2f
3
4
1a
1m
1l
1k 1b
3
4
2F
2J
2H
2G
2E
2B
2A
2C
1A
1M
1L
1J
2D
2d
2e
DETENTION POND 2B
100-YR VOL=1.61 ac
PEAK RELEASE=6.58 cfs
100-YR VOL=1.20 ac
PEAK RELEASE=0.86 cfs
DETENTION POND 3
100-YR VOL=0.81 ac
PEAK RELEASE=1.10 cfs
FUTURE
DETENTION POND 4
100-YR VOL=0.79 ac
PEAK RELEASE=0.59 cfs
DETENTION POND 1
100-YR VOL=7.86 ac
PEAK RELEASE=1.45 cfs
NORTHEAST
RAIN GARDEN
X
X
B M
C
X
X
X
X
X
X
X
X
M F.O.
MM
1k 1b
1d
1e
1H
2A
1K
1G
1F
1B
1C
1D
1E
2j
2h
2g
2f
1c
DETENTION POND 2A
100-YR VOL=1.20 ac
NORTHWEST
RAIN GARDEN
DR1
DRAINAGE EXHIBIT
OVERALL
35
Sheet
of 35
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
LEGEND:
ST
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
PROPOSED RIGHT OF WAY
A
DRAINAGE BASIN LABEL
DRAINAGE BASIN BOUNDARY
B2
1.45 ac
DESIGN POINT
FLOW ARROWS
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE
UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST
INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT
GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY
MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED
ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO
CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY
CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS.
2. REFER TO THE "PRELIMINARY DRAINAGE AND EROSION CONTROL
REPORT FOR HANSEN PROPERTY" BY NORTHERN ENGINEERING, DATED
SEPTEMBER 12, 2017 FOR ADDITIONAL INFORMATION.
3. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM;
NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES.
4. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER
SURVEY INFORMATION.
NOTES:
BASIN
DESIGNATION
BASIN
AREA (AC)
( IN FEET )
0
1 INCH = 150 FEET
150 150 300 450
NORTH
DRAINAGE SUMMARY TABLE
DESIGN
POINT
BASIN
ID
TOTAL
AREA
(acres)
C2 C100
2-yr
Tc
(min)
100-yr
Tc
(min)
Q2
(cfs)
Q100
(cfs)
1a 1A 10.99 0.45 0.57 13.6 12.6 9.71 43.82
1b 1B 0.44 0.54 0.68 10.4 8.4 0.53 2.53
1c 1C 1.56 0.79 0.99 9.5 7.0 2.84 14.00
1d 1D 1.06 0.61 0.76 10.6 7.8 1.39 6.90
1e 1E 8.14 0.58 0.72 25.4 22.8 6.71 30.84
1f 1F 2.27 0.57 0.71 14.4 12.7 2.48 11.39
1g 1G 2.35 0.81 1.00 12.0 8.9 3.95 19.26
1h 1H 9.81 0.56 0.70 24.8 22.2 7.99 36.78
1j 1J 1.04 0.70 0.88 5.0 5.0 2.09 9.13
1k 1K 0.75 0.55 0.69 8.8 6.8 0.97 4.67
1l 1L 2.85 0.65 0.82 6.1 5.2 4.97 23.15
1m 1M 3.21 0.65 0.81 13.7 10.7 4.08 19.78
2a 2A 2.85 0.37 0.47 11.8 10.8 2.23 10.11
2b 2B 1.32 0.75 0.93 9.1 6.5 2.27 11.15
2c 2C 1.38 0.59 0.74 20.8 15.4 1.29 6.62
2d 2D 0.54 0.83 1.00 5.7 5.0 1.24 5.34
2e 2E 0.80 0.72 0.90 10.9 6.3 1.25 6.70
2f 2F 4.65 0.69 0.86 12.0 7.5 6.59 35.35
2g 2G 2.54 0.68 0.85 13.9 9.1 3.37 17.37
2h 2H 3.92 0.32 0.40 20.4 18.8 2.04 9.23
2j 2J 0.87 0.79 0.98 10.5 6.2 1.49 7.98
3 3 3.35 0.95 1.00 5.0 5.0 9.08 33.37
4 4 3.10 0.95 1.00 6.7 5.3 7.63 30.80
75% On-Site Treatment by LID Summary Table
Basin(s) LID Treatment
Totale Basin(s)
Area (Ac.)
Rain Garden Req'd Min.
Volume (Cu.-Ft.)
1A Grass Buffer 10.99
1B, 1C, 1D, & 1E NE Rain Garden 11.23 6,278
1F, 1G, 1H, 1J, & 1K NW Rain Garden 16.22 9,087
1L & 1M Grass Buffer 6.06
2A Grass Buffer 2.85
2B, 2C, 2D, 2J None 4.11
2E, 2F, 2G, 2H Site Specific 11.91
3 Site Specific 3.35
4 Site Specific 3.10
Total Site Area 69.82
Areas Requiring Site Specific LID Treatment
Multi-family lots (Tract D) 4.39 Acres
Multi-family lots (Tract E) 5.29 Acres
Local Commerical (Tract C) 4.85 Acres
Neighborhood Park 3.92 Acres
Total Newly Developed Area less Site
Specific Areas 51.37 Acres
Total Newly Developed Area Treated 47.35 Acres
Percent of Newly Developed Area Treated 92.18%
65.20
2.1%
2.0%
2.0%
2.0%
Sheet
of 35
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
INT1
INTERSECTION DETAILS
34
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
NORTH
PHONE: 970.221.4158
www.northernengineering.com
HC1
HORIZONTAL CONTROL PLAN
33
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
( IN FEET )
0
1 INCH = 20 FEET
20 20 40 60
NORTH
CROSSPAN (TYP.)
RIGHT-OF-WAY
SIGNAGE NOTES:
LOT LINE
1. ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE
LCUASS STANDARDS.
2. STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS
ON SAME POLE, PER LCUASS DRAWING 1401.
3. A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE
PERFORMED BY THE TOWN OF TIMNATH TRAFFIC ENGINEER. ALL DISCREPANCIES
IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE THE
2-YEAR WARRANTY PERIOD WILL BEGIN.
4. THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND
PROTECTING ALL UNDERGROUND UTILITIES.
5. SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED
VIEW OF EACH SIGN.
6. SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE
TIME OF REVIEW, PRIOR TO INITIATION OF THE WARRANTY PERIOD. THE CITY OF
FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR
STRIPING IF THE TOWN OF TIMNATH 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).
7. THE LAYOUT OF ALL SIGNING AND STRIPING USING 3-M TEMPORARY TAPE AT A
MINIMUM OF 50' SPACING SHALL BE APPROVED BY THE CITY STREET INSPECTOR
PRIOR TO TH E INSTALLATION
8" SOLID WHITE LINE
(2) 4" SOLID LINES; 4" APART
DOUBLE YELLOW LINE
DOUBLE YELLOW LINE
4" SOLID LINE, 4" DASHED LINE; 4" APART
STRIPING LEGEND:
PAVEMENT STRIPING AND MARKINGS:
4" SOLID WHITE LINE
PREFORMED PLASTIC PAVEMENT MARKING
BICYCLIST AND ARROW
1
3
4
5
A
2
8" DASHED WHITE EXTENSION LINE
PREFORMED PLASTIC PAVEMENT MARKING
24" WIDE STOP BAR
PREFORMED PLASTIC PAVEMENT MARKING
RIGHT TURN ARROW (15.5 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
LEFT TURN ARROW (15.5 S.F. EA.)
PREFORMED PLASTIC PAVEMENT
MARKING "ONLY" (22.5 S.F. EA.)
C
B
D
E
2" SEGMENTS, 4" APART
6 4" BROKEN WHITE LINE
7 4" SOLID YELLOW LINE
F 18" x 9' CROSS-WALK
10' SEGMENTS, 30' GAPS
EXISTING
49.4' FL-FL
EXISTING
79.0'ROW
(WIDTH VARIES)
EX ~13' RIGHT-TURN LANE
EX ~6' BIKE LANE
EX ~13' TRAVEL LANE
GORE AREA (WIDTH VARIES)
12' LEFT-TURN LANE
EX ~12' TRAVEL LANE
EX ~8' BIKE LANE
PROPOSED
127.5' ROW
PROPOSED 57.5'
PROPOSED 69.5' HALF ROW
HALF ROW
235.0' DECEL AND BRAKING 200.0' BAY TAPER
12" W
12" W
X
IRR
IRR
IRR
EX GORE AREA (WIDTH VARIES)
EX ~12' TRAVEL LANE
EX ~8' BIKE LANE
EX RIGHT-TURN LANE
(WIDTH VARIES)
EX ~13' TWLTL LANE
200.0' BAY TAPER
ROSEN DR
TIMBERLINE RD
END PROPOSED RESTRIPING
Sheet
of 35
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
R15
STRIPING PLAN
TIMBERLINE ROAD
31
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
NORTH
LEGEND:
PROPOSED CURB & GUTTER
CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
RIGHT-OF-WAY
SIGNAGE NOTES:
LOT LINE
1. ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE
LCUASS STANDARDS.
2. STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS
ON SAME POLE, PER LCUASS DRAWING 1401.
3. A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE
PERFORMED BY THE TOWN OF TIMNATH TRAFFIC ENGINEER. ALL DISCREPANCIES
IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE THE
2-YEAR WARRANTY PERIOD WILL BEGIN.
4. THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND
PROTECTING ALL UNDERGROUND UTILITIES.
5. SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED
VIEW OF EACH SIGN.
6. SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE
TIME OF REVIEW, PRIOR TO INITIATION OF THE WARRANTY PERIOD. THE CITY OF
FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR
STRIPING IF THE TOWN OF TIMNATH 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).
7. THE LAYOUT OF ALL SIGNING AND STRIPING USING 3-M TEMPORARY TAPE AT A
MINIMUM OF 50' SPACING SHALL BE APPROVED BY THE CITY STREET INSPECTOR
PRIOR TO TH E INSTALLATION
8" SOLID WHITE LINE
(2) 4" SOLID LINES; 4" APART
DOUBLE YELLOW LINE
DOUBLE YELLOW LINE
4" SOLID LINE, 4" DASHED LINE; 4" APART
STRIPING LEGEND:
PAVEMENT STRIPING AND MARKINGS:
4" SOLID WHITE LINE
PREFORMED PLASTIC PAVEMENT MARKING
BICYCLIST AND ARROW
1
3
4
5
A
2
8" DASHED WHITE EXTENSION LINE
PREFORMED PLASTIC PAVEMENT MARKING
24" WIDE STOP BAR
PREFORMED PLASTIC PAVEMENT MARKING
RIGHT TURN ARROW (15.5 S.F. EA.)
PREFORMED PLASTIC PAVEMENT MARKING
LEFT TURN ARROW (15.5 S.F. EA.)
PREFORMED PLASTIC PAVEMENT
MARKING "ONLY" (22.5 S.F. EA.)
C
B
D
E
2" SEGMENTS, 4" APART
6 4" BROKEN WHITE LINE
7 4" SOLID YELLOW LINE
F 18" x 9' CROSS-WALK
10' SEGMENTS, 30' GAPS
EXISTING
80.0' ROW
4953.67
4953.00
4951.66
4950.99
4950.32
4949.04
EXISTING
GROUND
EXISTING
GROUND
Sheet
of 35
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
R14
PLAN AND PROFILE
TIMBERLINE ROAD
30
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
NORTH
LINE
MATCH
STA
30+00
SEE SHT
R13
R14
R13
R12
CENTERLINE
TIMBERLINE ROAD
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET R13 STA 30+00
K = 241.31
400.0' VC
LP ELEV = 4960.42
LP STA = 21+48.82
PVI STA = 21+31.77
PVI ELEV = 4959.71
ECVS: 23+31.77
EVCE: 4961.02
A.D. = 1.44
K = 277.84
4955
4960
4965
4970
4975
4955
4960
4965
4970
4975
20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00
0.96%
0.50%
0.90%
0.59%
-0.50%
0.58%
0.81%
0.96%
PVI STA = 21+86.51
PVI ELEV = 4958.84
PVI STA = 23+26.58
PVI ELEV = 4959.54
PVI STA = 23+85.90
PVI ELEV = 4960.07
PVI STA = 25+11.06
PVI ELEV = 4960.81
PVI STA = 25+67.69
PVI ELEV = 4961.35
PVI STA = 26+65.20
PVI ELEV = 4961.92
PVI STA = 26+68.24
PVI ELEV = 4961.94
PVI STA = 27+13.38
PVI ELEV = 4962.37
4960.46
4960.47
4960.83
4961.47
4962.13
4962.76
4963.15
4963.26
4963.05
4960.70
4960.60
4960.52
4960.43
4960.42
4960.43
4960.53
4960.61
4960.71
4960.98
4961.14
4961.31
4961.64
4961.80
4961.97
4962.30
4962.46
4962.62
4962.88
4962.99
4963.07
4963.20
4963.24
4963.25
4963.24
4963.21
4963.15
4962.91
4962.74
4962.52
4959.64
4959.52
4959.39
4959.27
4959.14
4959.02
4958.89
4958.90
4959.03
4959.15
4959.28
4959.40
4959.53
4959.75
4959.97
4960.15
4960.30
4960.45
4960.60
4960.74
4960.94
4961.18
4961.40
4961.54
4961.68
4961.83
4962.00
4962.24
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
TIE TO EXISTING
CURB & GUTTER
Sheet
of 35
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
R13
PLAN AND PROFILE
TIMBERLINE ROAD
29
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
NORTH
LINE
MATCH
STA
30+00
SEE SHT
R14
R14
R13
R12
CENTERLINE
TIMBERLINE ROAD
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
TIMBERLINE ROAD
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET R14 STA 30+00
MATCH LINE SEE SHEET R12 STA 20+00 MATCH LINE SEE SHEET R12 STA 20+00
LINE
MATCH
STA
20+00
S
EE SHT
R12
4965
4970
4975
4955
4960
4965
4970
4975
9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00
0.70%
-0.78%
0.91%
PVI STA = 10+00.00
PVI ELEV = 4960.05
PVI STA = 10+69.85
PVI ELEV = 4960.54
300.0' VC
HP ELEV = 4964.01
HP STA = 14+92.18
PVI STA = 15+11.56
PVI ELEV = 4964.55
BVCS: 14+11.56
BVCE: 4963.64
EVCS: 17+11.56
EVCE: 4962.99
A.D. = 1.69
K = 177.61
BCVS: 19+31.77
BVCE: 4961.27
0.72%
-0.90%
-0.30%
-0.83%
-0.50%
-0.90%
0.92%
0.90%
PVI STA = 10+00.00
PVI ELEV = 4959.23
PVI STA = 10+70.21
PVI ELEV = 4959.74
PVI STA = 13+00.00
PVI ELEV = 4961.85
PVI STA = 17+03.30
PVI ELEV = 4961.40
PVI STA = 17+86.46
PVI ELEV = 4961.15
PVI STA = 17+90.00
PVI ELEV = 4961.12
PVI STA = 18+66.44
PVI ELEV = 4960.44
198.0' VC
HP ELEV = 4963.00
HP STA = 14+76.73
PVI STA = 14+76.73
PVI ELEV = 4963.44
BVCS: 13+77.73
BVCE: 4962.55
EVCS: 15+75.73
EVCE: 4962.55
A.D. = 1.80
K = 110.00
-0.50%
-0.54%
0.70%
PVI STA = 13+69.09
PVI ELEV = 4963.05
PVI STA = 16+97.62
PVI ELEV = 4962.83
PVI STA = 17+11.64
PVI ELEV = 4962.75
132.3' VC
HP ELEV = 4963.69
HP STA = 14+98.34
PVI STA = 14+87.18
PVI ELEV = 4963.88
BVCS: 14+21.01
BVCE: 4963.42
EVCS: 15+53.34
EVCE: 4963.55
A.D. = 1.20
K = 110.00
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
4963.09
4963.27
4963.45
4963.58
4963.67
4963.69
4963.66
4963.57
4963.44
4963.32
4963.19
4963.07
4962.94
4962.82
4960.05
4960.23
4960.40
4960.59
4960.82
4961.04
4961.27
4961.50
4961.72
4961.95
4962.18
4962.40
4962.63
4962.86
4963.09
4963.31
4963.54
4963.76
4963.91
4963.99
4964.01
4963.96
4963.88
4963.79
4963.69
4963.56
4963.42
4963.26
4963.08
4962.88
4962.69
4962.49
4962.30
4962.10
4961.91
4961.71
4961.52
4961.32
4961.13
4960.97
4959.23
4959.41
4959.59
4959.78
4960.01
4960.24
4960.47
4960.70
4960.93
4961.16
4961.39
4961.62
4961.85
4962.08
4962.30
4962.53
4962.73
4962.88
4962.96
4963.00
4962.97
4962.89
4962.75
4962.56
4962.33
4962.11
4961.88
4961.66
4961.43
4961.34
4961.26
4961.19
4961.03
4960.81
4960.58
4960.39
4960.27
4960.14
4960.02
4959.89
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
STA.=13+79.96
ELEV.= 4963.36
BEGIN MILL & OVERLAY
STA.=17+02.87
ELEV.= 4963.06
END MILL & OVERLAY
Sheet
of 35
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
R12
PLAN AND PROFILE
TIMBERLINE ROAD
28
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
NORTH
LEFT FLOWLINE
TIMBERLINE ROAD
SCALE : 1" = 40' (H) 1" = 5' (V)
LINE
MATCH
STA
20+00
SEE SHT
R13
R14
R13
R12
CENTERLINE
TIMBERLINE ROAD
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
TIMBERLINE ROAD
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET R13 STA 20+00 MATCH LINE STA
SEE SHEET R13 20+00
TT
VAULT
F.O.
16" W
16" W
16" W
16" W
16" W
8" W 8" W
9' UTILITY EASEMENT
ZEPHYR ROAD
VERTICAL CURB &
GUTTER
VERTICAL CURB
& GUTTER
9' UTILITY EASEMENT
ROUNDABOUT DETAIL
SEE SHEET HC1
76' ROW
50' FL-FL
STORM DRAIN G STORM DRAIN A
STREET A
TIMBERLINE ROAD
4.5' SIDEWALK
4.5' SIDEWALK
STA. = 13+85.98
(ZEPHYR ROAD)
STA. = 26+15.85
(TIMBERLINE ROAD)
4950
4955
4960
4965
4970
4950
4955
4960
4965
4970
9+75 10+00 11+00 12+00 13+00 14+00
1.59%
-2.00%
PVI STA = 10+56.57
PVI ELEV = 4963.55
PVI STA = 13+46.39
PVI ELEV = 4961.95
215.3' VC
LP ELEV = 4961.05
LP STA = 12+41.94
PVI STA = 12+29.58
PVI ELEV = 4960.09
BCVS: 11+21.94
BVCE: 4962.25
ECVS: 13+37.22
EVCE: 4961.80
A.D. = 3.59
K = 60.00
4963.19
4962.69
4962.19
4961.75
4961.42
4961.19
4961.07
4961.05
4961.14
4961.33
4961.62
STA.=12+41.88
INV.= 4955.88
RCP STORM
STA.=13+03.56
INV.= 4951.06
RCP STORM
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
Sheet
of 35
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
R11
PLAN AND PROFILE
ZEPHYR DRIVE
27
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
NORTH NORTH
MATCH LINE SEE SHEET R10 STA 18+00
FUTURE
50' FL-FL
FUTURE
76' ROW
CENTERLINE
ZEPHYR ROAD
SCALE : 1" = 40' (H) 1" = 5' (V)
LINE
MATCH
STA
18+00
SEE SHT
R10
R10
R11
CENTERLINE
FUTURE ZEPHYR ROAD
SCALE : 1" = 40' (H) 1" = 5' (V)
4955.50
4955.72
4956.05
4956.48
4957.02
4957.66
4958.40
4959.25
4960.20
4961.20
4962.19
4963.08
4963.88
EXISTING
GROUND
FUTURE
GRADE
EXISTING
GROUND
FUTURE
GRADE
X
X
X
X
FUTURE VERTICAL
CURB & GUTTER
9' UTILITY EASEMENT
FUTURE
ZEPHYR ROAD
FUTURE VERTICAL
CURB & GUTTER
FUTURE VERTICAL
CURB & GUTTER
9' UTILITY EASEMENT
FUTURE
50' FL-FL
FUTURE
76' ROW
∆
R20'
R40'
R60'
FUTURE
ROUNDABOUT
Sheet
of 35
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
R10
PLAN AND PROFILE
ZEPHYR DRIVE
26
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
NORTH NORTH
MATCH LINE SEE SHEET R11 STA 18+00
LINE
MATCH
STA
13+00
CENTERLINE
FUTURE ZEPHYR ROAD
SCALE : 1" = 40' (H) 1" = 5' (V)
LINE
MATCH
STA
18+00
SEE SHT
R11
R10
R11
LINE
MATCH
STA
13+00
4960
4965
4970
4950
4955
4960
4965
4970
9+75 10+00 11+00 12+00 13+00 13+75
-2.25%
0.00%
2.00%
-0.50%
2.38%
PVI STA = 10+00.00
PVI ELEV = 4960.31
PVI STA = 10+16.00
PVI ELEV = 4959.95
PVI STA = 10+22.00
PVI ELEV = 4959.95
PVI STA = 13+04.53
PVI ELEV = 4962.09
75.0' VC
HP ELEV = 4961.10
HP STA = 11+09.18
PVI STA = 10+86.68
PVI ELEV = 4961.25
BVCS: 10+49.18
BVCE: 4960.50
EVCS: 11+24.18
EVCE: 4961.06
A.D. = 2.50
K = 30.00
86.5' VC
LP ELEV = 4960.67
LP STA = 12+09.30
PVI STA = 12+37.54
PVI ELEV = 4960.49
BCVS: 11+94.30
BVCE: 4960.71
ECVS: 12+80.79
EVCE: 4961.52
A.D. = 2.88
K = 30.00
4960.31
4960.01
4960.51
4960.90
4961.08
4961.05
4960.93
4960.80
4960.68
4960.71
4960.95
4961.39
4961.98
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
PROPOSED
STORM
MANHOLE
STA.=12+08.96
INV.= 4955.61
RCP STORM
STA.=12+59.54
INV.= 4952.80
RCP STORM
4960
4965
4970
4975
4980
4960
4965
4970
4975
4980
9+75 10+00 11+00 12+00 13+00 14+00 15+00
-1.00%
1.00%
1.40%
PVI STA = 10+56.57
PVI ELEV = 4965.13
PVI STA = 11+65.93
PVI ELEV = 4966.22
PVI STA = 14+56.04
PVI ELEV = 4966.54
75.0' VC
HP ELEV = 4967.88
HP STA = 13+06.25
PVI STA = 13+00.00
PVI ELEV = 4968.10
BVCS: 12+62.50
BVCE: 4967.57
EVCS: 13+37.50
EVCE: 4967.72
A.D. = 2.40
K = 31.25
4965.31
4965.56
4965.81
4966.06
4966.35
4966.70
4967.05
4967.40
4967.72
4967.87
4967.82
4967.60
4967.35
4967.10
4966.85
4966.60
EXISTING
GROUND
FUTURE
GRADE
EXISTING
GROUND
FUTURE
GRADE
X
X
X
X
X
IRR
∆
COMMERCIAL
CONNECTION
36' FL-FL
59' ROW
FUTURE VERTICAL
CURB & GUTTER
FUTURE VERTICAL
CURB & GUTTER
FUTURE 4.5' SIDEWALK
FUTURE 4.5' SIDEWALK
TRACT C
ZEPHYR ROAD
Sheet
of 35
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
R9
PLAN AND PROFILE
STREET D & COMMERCIAL CONNECTION
25
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
NORTH NORTH
STREET D
CENTERLINE
COMMERCIAL CONNECTION
SCALE : 1" = 40' (H) 1" = 5' (V)
CENTERLINE
STREET D
SCALE : 1" = 40' (H) 1" = 5' (V)
COMMERCIAL
CONNECTION
STREET A
SEE SHT
R2
STREET A
SEE SHT
R2
59' ROW
36' FL-FL
2' SIDEWALK
CHASE
R20'
R20'
R20' R20'
R20' R20'
4955
4960
4965
4970
4975
4955
4960
4965
4970
4975
19+25 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+75
-2.25%
-0.50%
5.00%
-1.85%
2.00%
0.50%
-0.50%
-2.00%
PVI STA = 10+00.00
PVI ELEV = 4964.86
PVI STA = 10+16.00
PVI ELEV = 4964.50
PVI STA = 18+26.79
PVI ELEV = 4973.91
PVI STA = 12+73.91
PVI ELEV = 4961.92
110.0' VC
HP ELEV = 4974.30
HP STA = 17+45.00
PVI STA = 17+00.00
PVI ELEV = 4974.55
BVCS: 16+45
BVCE: 4971.80
EVCS: 17+55
EVCE: 4974.27
A.D. = 5.50
K = 20.00
75.0' VC
PVI STA = 12+23.91
PVI ELEV = 4962.92
BVCS: 11+86.41
BVCE: 4963.11
EVCS: 12+61.41
EVCE: 4962.17
A.D. = 1.50
K = 50.00
75.0' VC
PVI STA = 13+23.91
PVI ELEV = 4962.92
BVCS: 12+86.41
BVCE: 4962.17
EVCS: 13+61.41
EVCE: 4963.11
A.D. = 1.50
K = 50.00
75.0' VC
PVI STA = 10+55.94
PVI ELEV = 4963.76
BCVS: 10+18.44
BVCE: 4964.46
ECVS: 10+93.44
EVCE: 4963.58
A.D. = 1.35
K = 55.56
135.0' VC
PVI STA = 14+83.50
PVI ELEV = 4963.72
BCVS: 14+16
BVCE: 4963.38
ECVS: 15+51
EVCE: 4967.10
A.D. = 4.50
K = 30.00
END PROPOSED ASPHALT
STA.=15+98.16
EL. = 4969.455
4964.86
4964.34
4963.96
4963.70
4963.54
4963.42
4963.29
4963.17
4963.02
4962.77
4962.39
4961.95
4962.43
4962.80
4963.04
4963.18
4963.30
4963.44
4963.75
4964.26
4964.98
4965.91
4967.05
4968.30
4969.55
4970.80
4972.04
4973.07
4973.79
4974.20
4974.29
4974.17
4974.05
4973.92
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
FUTURE
GRADE
Sheet
of 35
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
R8
PLAN AND PROFILE
STREET C
24
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
NORTH
CENTERLINE
STREET C
SCALE : 1" = 40' (H) 1" = 5' (V)
R8
HP STA = 32+54.88
PVI STA = 32+54.88
PVI ELEV = 4963.63
BVCS: 32+17.38
BVCE: 4963.40
EVCS: 32+92.38
EVCE: 4963.40
A.D. = 1.20
K = 62.50
75.0' VC
PVI STA = 37+00.32
PVI ELEV = 4961.18
BVCS: 36+62.82
BVCE: 4961.36
EVCS: 37+37.82
EVCE: 4960.43
A.D. = 1.50
K = 50.00
4961.58
4961.70
4961.82
4961.95
4962.08
4962.20
4962.32
4962.45
4962.58
4962.70
4962.85
4963.00
4963.15
4963.30
4963.44
4963.51
4963.48
4963.35
4963.20
4963.05
4962.90
4962.75
4962.60
4962.45
4962.30
4962.18
4962.05
4961.93
4961.80
4961.68
4961.55
4961.43
4961.29
4961.04
4960.67
4960.18
4960.06
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
TRACT E
TRACT B STA. = 37+84.82
(STREET B)
STA. = 36+19.31
(STREET A)
STREET B
STREET A
SEE SHT
R4
STREET A
SEE SHT
R4
R20'
R20'
VERTICAL CURB
& GUTTER
VERTICAL CURB
& GUTTER
9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT
4.5' SIDEWALK
STORM DRAIN A
59' ROW
36' FL-FL
TRACT E
STOP SIGN w/
STREET NAME
Sheet
of 35
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
R7
PLAN AND PROFILE
STREET B
23
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
NORTH NORTH
CENTERLINE
STREET B
SCALE : 1" = 40' (H) 1" = 5' (V)
LINE
MATCH
STA
28+50
SEE SHT
R6
R7
R6
R5
MATCH LINE SEE SHEET R6 STA 28+50
LINE
MATCH
STA
33+00
LINE
MATCH
STA
33+00
36' FL-FL
10' CONCRETE
PAN
2' SIDEWALK
CHASE
6' CROSSPAN
6' CROSSPAN
STOP SIGN w/
STREET NAME
STOP SIGN w/
STREET NAME
4955
4960
4965
4970
4975
4955
4960
4965
4970
4975
18+50 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 28+50
2.25%
-2.25%
-2.00%
-2.00%
2.00%
0.50%
2.00%
-0.80%
-0.60%
PVI STA = 21+92.10
PVI ELEV = 4963.52
PVI STA = 21+98.10
PVI ELEV = 4963.52
PVI STA = 22+14.93
PVI ELEV = 4963.90
PVI STA = 22+31.77
PVI ELEV = 4963.52
PVI STA = 22+37.77
PVI ELEV = 4963.52
PVI STA = 27+50.00
PVI ELEV = 4960.20
75.0' VC
PVI STA = 21+42.10
PVI ELEV = 4964.52
BVCS: 21+04.60
BVCE: 4964.74
EVCS: 21+79.60
EVCE: 4963.77
A.D. = 1.40
K = 53.57
75.0' VC
HP ELEV = 4964.30
HP STA = 23+03.74
PVI STA = 22+87.77
PVI ELEV = 4964.52
BVCS: 22+50.27
BVCE: 4963.77
EVCS: 23+25.27
EVCE: 4964.22
A.D. = 2.80
K = 26.74
75.0' VC
PVI STA = 27+00.00
PVI ELEV = 4961.20
BVCS: 26+62.50
BVCE: 4961.50
EVCS: 27+37.50
EVCE: 4960.45
A.D. = 1.20
K = 62.76
75.0' VC
PVI STA = 28+00.00
PVI ELEV = 4961.20
BVCS: 27+62.50
BVCE: 4960.45
EVCS: 28+37.50
EVCE: 4961.39
A.D. = 1.50
K = 50.00
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
4966.12
4965.97
4965.82
4965.67
4965.52
4965.37
4965.22
4965.07
4964.92
4964.77
4964.58
4964.28
4963.86
4963.56
4963.67
4963.76
4964.15
4964.30
4964.22
4964.02
4963.82
4963.61
4963.41
4963.21
4963.01
4962.81
4962.61
4962.41
4962.21
4962.00
4961.80
4961.60
4961.39
4961.09
4960.69
4960.20
4960.68
4961.06
4961.31
Sheet
of 35
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
R6
PLAN AND PROFILE
STREET B
22
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
NORTH
MATCH LINE SEE SHEET R6 STA 18+50
CENTERLINE
STREET B
SCALE : 1" = 40' (H) 1" = 5' (V)
LINE
MATCH
STA
28+50
SEE SHT
R7
R7
R6
R5
MATCH LINE SEE SHEET R5 STA 18+50
LINE
MATCH
STA
18+50
SEE SHT
R5
4966.57
4970.91
4970.96
4970.91
4970.62
4970.47
4970.32
4970.02
4969.87
4969.72
4969.42
4969.27
4969.12
4968.82
4968.67
4968.52
4968.22
4968.07
4967.92
4967.62
4967.47
4967.32
4967.02
4966.87
4966.72
4966.42
∆
∆
∆
9' UTILITY EASEMENT
STREET B
LOT 4
LOT 3
LOT 7 LOT 6
LOT 3 LOT 2 LOT 1
LOT 3
LOT 5
LOT 4 LOT 1
LOT 2 LOT 5
LOT 4
LOT 2
LOT 19
LOT 14
LOT 18
LOT 15
LOT 16
LOT 13
LOT 17
LOT 9
LOT 8
LOT 7
9' UTILITY EASEMENT
4.5' SIDEWALK
4.5' SIDEWALK
LOT 1
TRACT I
BLOCK 7
BLOCK 2
BLOCK 8
BLOCK 9
DRIVE-OVER
CURB & GUTTER
DRIVE-OVER
CURB & GUTTER
36' FL-FL
59' ROW
Sheet
of 35
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
R5
PLAN AND PROFILE
STREET B
21
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
NORTH NORTH
MATCH LINE SEE SHEET R6 STA 18+50
LINE
MATCH
STA
12+00
CENTERLINE
STREET B
SCALE : 1" = 40' (H) 1" = 5' (V)
LINE
MATCH
STA
18+50
SEE SHT
R5
R7
R6
R5
LINE
MATCH
STA
12+00
0.50%
-0.50%
0.50%
-0.60%
PVI STA = 39+66.27
PVI ELEV = 4963.24
75.0' VC
HP ELEV = 4961.00
HP STA = 33+25.00
PVI STA = 33+25.00
PVI ELEV = 4961.09
BVCS: 32+87.50
BVCE: 4960.90
EVCS: 33+62.50
EVCE: 4960.90
A.D. = 1.00
K = 75.00
75.0' VC
LP ELEV = 4960.20
LP STA = 31+29.91
PVI STA = 31+26.50
PVI ELEV = 4960.10
BCVS: 30+89
BVCE: 4960.32
ECVS: 31+64
EVCE: 4960.29
A.D. = 1.10
K = 68.18
75.0' VC
LP ELEV = 4959.94
LP STA = 35+75.00
PVI STA = 35+75.00
PVI ELEV = 4959.84
BCVS: 35+37.50
BVCE: 4960.03
ECVS: 36+12.50
EVCE: 4960.03
A.D. = 1.00
K = 75.00
75.0' VC
PVI STA = 38+22.22
PVI ELEV = 4961.08
BCVS: 37+84.72
BVCE: 4960.89
ECVS: 38+59.72
EVCE: 4961.64
A.D. = 1.00
K = 75.00
4960.27
4960.47
4960.96
4960.72
4960.22
4959.98
4960.47
4960.98
4962.25
4960.41
4960.20
4960.23
4960.34
4960.59
4960.72
4960.84
4961.00
4960.96
4960.84
4960.59
4960.47
4960.34
4960.09
4959.98
4959.94
4960.09
4960.22
4960.34
4960.59
4960.72
4960.84
4961.20
4961.50
4961.87
4962.62
4963.00
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
STA.=36+09.38
INV.= 4952.43
RCP STORM
STA.=35+62.56
INV.= 4954.91
RCP STORM
STA.=31+29.96
INV.= 4954.43
RCP STORM
Sheet
of 35
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
R4
PLAN AND PROFILE
STREET A
20
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
NORTH
CENTERLINE
STREET A
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET R3 STA 30+50
LINE
MATCH STA
30+50
SEE SHT
R3
R4
R3
R2
R1
PVI ELEV = 4960.20
75.0' VC
PVI STA = 24+53.97
PVI ELEV = 4961.20
BVCS: 24+16.47
BVCE: 4961.42
EVCS: 24+91.47
EVCE: 4960.45
A.D. = 1.40
K = 53.57
75.0' VC
PVI STA = 25+53.97
PVI ELEV = 4961.20
BVCS: 25+16.47
BVCE: 4960.45
EVCS: 25+91.47
EVCE: 4961.39
A.D. = 1.50
K = 50.00
75.0' VC
HP ELEV = 4962.16
HP STA = 27+62.85
PVI STA = 27+66.26
PVI ELEV = 4962.26
BVCS: 27+28.76
BVCE: 4962.07
EVCS: 28+03.76
EVCE: 4962.04
A.D. = 1.10
K = 68.18
4961.67
4961.52
4961.37
4961.12
4960.75
4960.28
4960.61
4961.01
4961.28
4961.43
4961.56
4961.68
4961.81
4961.93
4962.06
4962.15
4962.15
4962.06
4961.91
4961.76
4961.61
4961.46
4961.31
4961.16
4961.01
4960.86
4960.71
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
Sheet
of 35
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
R3
PLAN AND PROFILE
STREET A
19
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
NORTH
MATCH LINE SEE SHEET R4 STA 30+50
CENTERLINE
STREET A
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET R2 STA 23+50
LINE
MATCH STA
30+50
SEE SHT
R4
LINE
MATCH
STA
23+50
SEE SHT
R2
R4
R3
R2
R1
4975
4955
4960
4965
4970
4975
16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 23+50
-0.60%
-0.70%
PVI STA = 18+43.54
PVI ELEV = 4964.86
EXISTING
GROUND
PROPOSED
GRADE
4966.39
4966.22
4966.04
4965.87
4965.69
4965.52
4965.34
4965.17
4964.99
4964.82
4964.67
4964.52
4964.37
4964.22
4964.07
4963.92
4963.77
4963.62
4963.47
4963.32
4963.17
4963.02
4962.87
4962.72
4962.57
4962.42
4962.27
4962.12
4961.97
EXISTING
GROUND
PROPOSED
GRADE
Sheet
of 35
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
R2
PLAN AND PROFILE
STREET A
18
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
NORTH
MATCH LINE SEE SHEET R3 STA 23+50
CENTERLINE
STREET A
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET R1 STA 16+00
LINE
MATCH
STA
SEE SHT 23+50
R3
LINE
MATCH
STA
16+00
SEE SHT
R1
R4
R3
R2
R1
4968.49
4968.32
4968.14
4967.97
4967.79
4967.62
4967.44
4967.27
4967.09
4966.92
4966.74
EXISTING
GROUND
PROPOSED
GRADE
∆
∆
LOT 4
LOT 3
LOT 2
LOT 32
LOT 31
LOT 27
LOT 30
LOT 29
LOT 28
LOT 26
LOT 25
LOT 2
LOT 3
LOT 1
BLOCK 10
BLOCK 2
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
STREET A
59' ROW
36'
FL-FL
STREET A
BLOCK 13
TRACT G
TRACT G
TRACT A
TRACT A
4.5' SIDEWALK
4.5' SIDEWALK
59' ROW
36' FL-FL
DRIVE-OVER
CURB & GUTTER
DRIVE-OVER
CURB & GUTTER
Sheet
of 35
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
R1
PLAN AND PROFILE
STREET A
17
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
NORTH NORTH
MATCH LINE SEE SHEET R2 STA 16+00
LINE
MATCH
STA
12+00
LINE
MATCH
STA
12+00
CENTERLINE
STREET A
SCALE : 1" = 40' (H) 1" = 5' (V)
LINE
MATCH
STA
16+00
SEE SHT
R2
R4
R3
R2
R1
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X
X X
X
X
X X
X
X
X X
X
X
X
X
8" W
IRR
IRR IRR IRR
IRR
IRR
IRR
9' UTILITY EASEMENT
9' UTILITY EASEMENT
ZEPHYR ROAD
50' FL-FL
76' ROW
TIMBERLINE RD
15' UTILITY EASEMENT
128' ROW
127' ROW
STORM DRAIN G
STORM DRAIN A
TRACT C
STMH A1
EX STMH A
OUTLET A1-1
INLET G2
INLET G1
FES G
TRACT D
ZEPHYR ROAD
ROSEN RD
THE TIMBERS
PUD
WESTCHASE
PUD
CROWNE ON
TIMBERLINE
CONNECT TO
EXISTING STORM
MANHOLE
1.5%
RENNAT, HARRY
O TRUST
DETENTION POND 3
100-YR VOL=0.81 ac
PEAK RELEASE=1.10 cfs
FUTURE
DETENTION POND 4
100-YR VOL=0.79 ac
PEAK RELEASE=0.59 cfs
G5
GRADING PLAN
16
Sheet
of 35
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
LEGEND:
ST
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
36.25
(36.25)
2.0%
NOTES:
PROPOSED SLOPES
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
NORTH
G1
G3
G2
G4
G5
MATCHLINE-SEE SHEET G5
3' DRAINAGE
EASEMENT
(TYP.)
6' UE
3' DRAINAGE
EASEMENT
(TYP.)
6' UE
3' DRAINAGE
EASEMENT
(TYP.)
STREET B
STREET D
15' UTILITY EASEMENT
15' UTILITY EASEMENT
15' UTILITY EASEMENT
108' ROW
120' ROW
120' ROW
STORM DRAIN A
STORM DRAIN D
SIGHT
DISTANCE
EASEMENT
STORM DRAIN A
STORM DRAIN B
STORM DRAIN A
STORM DRAIN E
STORM DRAIN C
TRACT E
TRACT B
TRACT D
LOT 6
LOT 56
LOT 54
LOT 55
LOT 57
LOT 58
LOT 42
LOT 4
LOT 7
LOT 3
LOT 5
LOT 2
LOT 4
LOT 1
LOT 8
LOT 7
LOT 6
LOT 5
LOT 2
LOT 3
LOT 1
LOT 45
LOT 44
LOT 43
LOT 38
LOT 40
LOT 41
LOT 39
TRACT F
TRACT A
RAIN
GARDEN 2
INLET B2
INLET B3
INLET B1-1
INLET B1-2
STMH B1
FES B
STMH A7
STMH A6
STMH A5
STMH A3-2
STMH A8
STMH A2
STMH A4
STMH A3
STMH A3-1
OUTLET STRUCTURE A9
OUTLET STRUCTURE A3-1.1
OUTLET STRUCTURE A3-3
INLET C2
INLET C1
FES C
STMH D1
INLET D2
FES D
INLET E1
FES E
FES H
2' CONCRETE
PAN
2' CONCRETE
PAN
2' CONCRETE
PAN
2' CONCRETE
PAN
6' CROSSPAN
6' CROSSPAN
1.1%
0.5%
0.5%
1.1%
0.6%
0.7%
15.4%
12.9%
21.3%
11.6%
0.6%
0.6%
2.1%
2.2%
2.4%
2.0%
2.1%
2.1%
5.7%
12.0%
16.9%
10.7%
8.5%
10.7%
16.1%
2.1%
1.7%
2.4%
1.9%
1.9%
1.9%
2.4%
1.3%
1.9%
2.0%
1.3%
1.7%
1.1%
1.1%
1.6%
3.2%
3.1%
10.5%
14.6%
9.3%
10.0%
2.3%
STORM DRAIN H
LIEBL MRD
CITY OF
FORT COLLINS
BACON
ELEMENTARY
POUDRE SCHOOL
DISTRICT
DITCH LATERAL
0.5%
0.5%
0.5%
0.5%
0.5%
RENNAT, HARRY
O TRUST
DETENTION POND 1
100-YR VOL=7.86 ac
PEAK RELEASE=1.45 cfs
DETENTION POND 2B
100-YR VOL=1.61 ac
PEAK RELEASE=6.58 cfs
DETENTION POND 2A
100-YR VOL=1.20 ac
PEAK RELEASE=0.86 cfs
BLOCK 1
BLOCK 3
BLOCK 2
BLOCK 3
G4
GRADING PLAN
15
Sheet
of 35
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
LEGEND:
ST
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
36.25
(36.25)
2.0%
NOTES:
PROPOSED SLOPES
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
NORTH
G1
G3
G2
G4
G5
MATCHLINE-SEE SHEET G3
MATCHLINE-SEE SHEET G2
MATCHLINE-SEE SHEET G5
LOT 3
LOT 7
LOT 5
LOT 4
LOT 2
LOT 1
LOT 19
LOT 18
LOT 17
LOT 16
LOT 12
LOT 14
LOT 13
LOT 11
LOT 10
LOT 9
LOT 8
LOT 7
LOT 4
LOT 4
LOT 3
LOT 19
LOT 17
LOT 23
LOT 24
LOT 25
LOT 26
LOT 27
LOT 28
LOT 16
LOT 15
LOT 14
LOT 11
LOT 12
LOT 10
LOT 9
LOT 8
LOT 7
TRACT A
DETENTION
POND 1
RAIN
GARDEN 1
INLET F1
FES F
CLEANOUT F2
2' CONCRETE
PAN
2' CONCRETE
PAN
10' CONCRETE
PAN
10' CONCRETE
PAN
6' CROSSPAN
6' CROSSPAN
TRACT I
2.1%
2.4%
2.2%
2.2%
2.1%
4.0%
9.7%
9.8%
9.6%
8.4%
6.5%
9.4%
8.8%
2.1%
2.1%
2.1%
1.2%
2.5%
2.2%
2.1%
2.1%
1.3%
2.0%
1.7%
3.8%
2.3%
1.3%
4.5%
1.2%
3.1%
3.6%
2.3%
6.4%
2.3%
1.1%
2' CURB CUT &
SIDEWALK CHASE
2' CURB CUT &
SIDEWALK CHASE
2' CURB CUT &
SIDEWALK CHASE
RENNAT, HARRY
O TRUST
DITCH LATERAL
0.5%
0.5%
PROPOSED
TYPE III
BARRICADE
BLOCK 5
BLOCK 14
BLOCK 3
BLOCK 4
BLOCK 2
BLOCK 1
BLOCK 3
DITCH LATERAL
G3
GRADING PLAN
14
Sheet
of 35
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
LEGEND:
ST
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
36.25
(36.25)
2.0%
NOTES:
PROPOSED SLOPES
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
NORTH
G1
G3
G2
G4
G5
MATCHLINE-SEE SHEET G3
MATCHLINE-SEE SHEET G1
MATCHLINE-SEE SHEET G2
LOT 33
LOT 31
LOT 30
LOT 28
LOT 38
LOT 40
LOT 36
LOT 39
LOT 37
TRACT F
DETENTION
POND 1
RAIN
GARDEN 2
INLET E1
CLEANOUT E2
FES H1
10' CONCRETE
PAN
2' CONCRETE
PAN
10.7%
16.1%
2.1%
1.2%
2.0%
1.3%
1.1%
1.1%
2.1%
2.3%
2.1%
7.5%
11.6%
7.0%
6.1%
2.8%
2.8%
STORM DRAIN H
2' CURB CUT &
SIDEWALK CHASE
WILLOW SPRINGS PUD
MAIL CREEK DITCH
LIEBL MRD
WILLOW SPRINGS PUD
BLOCK 2
BLOCK 2
BLOCK 3
G2
GRADING PLAN
13
Sheet
of 35
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
LEGEND:
ST
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
36.25
(36.25)
2.0%
NOTES:
PROPOSED SLOPES
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
NORTH
G1
G3
G2
G4
G5
MATCHLINE-SEE SHEET G1
MATCHLINE-SEE SHEET G4
MATCHLINE-SEE SHEET G3
TRACT H
LOT 17
LOT 3
LOT 3
LOT 37
LOT 36
LOT 38
LOT 39
LOT 34
LOT 33
LOT 35
LOT 32
LOT 31
LOT 27
LOT 30
LOT 29
LOT 28
LOT 24
LOT 26
LOT 21 LOT 22
LOT 23
LOT 25
LOT 20
LOT 19
LOT 14
LOT 18
LOT 15
LOT 16
LOT 13
LOT 11
LOT 5
LOT 1
LOT 2
LOT 5
LOT 4
LOT 4
LOT 1
LOT 2
LOT 5
LOT 4
LOT 1
LOT 2
LOT 1
LOT 2
LOT 5
LOT 4
LOT 5
LOT 4
LOT 1
LOT 2
LOT 1
LOT 2
LOT 5
LOT 4
LOT 5
LOT 4
LOT 1
LOT 2
LOT 1
LOT 2
LOT 3
LOT 7
LOT 6
LOT 5
LOT 12
LOT 10
LOT 4
LOT 3
LOT 4
LOT 3
TRACT G
LOT 4
LOT 3
LOT 3
LOT 3
TRACT I
LOT 1
LOT 2
LOT 7
LOT 6
LOT 5
LOT 3
LOT 7
LOT 6
LOT 1
LOT 2
LOT 3
LOT 23
LOT 24
LOT 25
LOT 26
LOT 27
TRACT A
TRACT A
2.2%
2.1%
2.0%
2.0%
2.0%
2.0%
2.2%
2.1%
2.1%
2.1%
2.8%
1.0%
2.4%
0.6%
0.9%
7.2%
4.1%
6.2%
7.9%
5.7%
2.0%
2.1%
2.8%
4.9%
2.7%
2.0%
2.1%
1.2%
0.9%
1.6%
1.1%
1.1%
1.1%
1.2%
0.6%
1.1%
WILLOW SPRINGS PUD
BLOCK 10
BLOCK 9
BLOCK 8
BLOCK 11
BLOCK 12
BLOCK 6
BLOCK 7
BLOCK 5
BLOCK 13
BLOCK 14
BLOCK 2
BLOCK 2
BLOCK 2
BLOCK 3
G1
GRADING PLAN
12
Sheet
of 35
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
LEGEND:
ST
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
36.25
(36.25)
2.0%
NOTES:
PROPOSED SLOPES
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED RIGHT OF WAY
NATURAL HABITAT BUFFER ZONE (NHBZ)
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
NORTH
G1
G3
G2
G4
G5
MATCHLINE-SEE SHEET G2
MATCHLINE-SEE SHEET G3
16" W
16" W 16" W
16" W 16" W
16" W 16" W 16" W
IRR
BLOCK 3
BLOCK 2
BLOCK 10
BLOCK 9
BLOCK 8
BLOCK 11
BLOCK 12
BLOCK 13
BLOCK 14
BLOCK 4
BLOCK 5
BLOCK 6
BLOCK 7
BLOCK 1
BLOCK 3
BLOCK 2
BLOCK 3
BLOCK 2
TRACT E
TRACT D
TRACT F
TRACT I TRACT G
TRACT A
TRACT B
TRACT C
DETENTION
POND 2B
STORM DRAIN G STORM DRAIN A
STORM DRAIN A
STORM DRAIN D
STORM DRAIN A
STORM DRAIN B
STORM DRAIN A
STORM DRAIN E
STORM DRAIN F
STORM DRAIN C
STORM DRAIN H
DETENTION
POND 1
STREET A
STREET B
STREET A
STREET B
ALLEY
ALLEY
ZEPHYR ROAD
TIMBERLINE RD TIMBERLINE RD
STREET A
STREET A
STREET B
STREET C
STREET C
STREET B
STREET D
DETENTION
POND 2A
DETENTION
POND 3
FUTURE
DETENTION
POND 3
( IN FEET )
0
1 INCH = 150 FEET
150 150 300 450
OG1
GRADING PLAN
OVERALL
11
Sheet
of 35
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
LEGEND:
ST
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)
NORTH
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X
X X
X
X
X X
X
X
X X
X
X
X
X
16" W 16" W
16" W 16" W
16" W
16" W 16" W 16" W
8" W
IRR
IRR IRR IRR
IRR
IRR
IRR
SSMH 2
EX SSMH 1
STMH A1
EX STMH A
OUTLET A1-1
INLET G2
INLET G1
FES G
10" PVC SANITARY SEWER
8" PVC SANITARY SEWER
12" PVC SANITARY SEWER
TRACT C
STORM DRAIN G
45° BEND w/ TB
N:100357.01
E:204963.33
45° BEND w/ TB
N:100408.16
E:204911.67
BEGIN HORZ.
DEFLECTION
N:100487.40
E:204911.29
STORM DRAIN A
9' UTILITY EASEMENT
9' UTILITY EASEMENT
ZEPHYR ROAD
276.46 LF 8" PVC
S89°43'20"W
72.70 LF 8" PVC
N45°16'40"W
79.24 LF 8" PVC
N00°16'40"W
50' FL-FL
76' ROW
TIMBERLINE RD
TRACT B TRACT D
15' UTILITY EASEMENT
128' ROW
127' ROW
ZEPHYR ROAD
ROSEN RD
THE TIMBERS
PUD
WESTCHASE
PUD
CROWNE ON
TIMBERLINE
16"x8" TEE w/TB
1 - 8" GV (W)
N:100358.35
E:205239.79
CONNECT TO
EXISTING 16" WATER
CONNECT TO
EXISTING STORM
MANHOLE
CONNECT TO
EXISTING SANITARY
MANHOLE
DETENTION
POND 3
U5
UTILITY PLAN
10
Sheet
of 35
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORMLINE
LEGEND:
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
3. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
5. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
6. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTIONS SHALL HAVE
CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
7. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
SUBDRAINE CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL
MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1
4" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
8. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE ELCO AND BOXELDER
STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
9. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
10. ALL FITTINGS, TEES, PLUGS AND FIRE HYDRANTS SHALL BE PROVIDED WITH ANCHOR
COUPLINGS AND/OR JOINT RESTRAINT IN ACCORDANCE WITH ELCO SPECIFICATIONS.
THRUST BLOCKS SHALL BE USED ONLY AS REQUIRED PER FIELD CONDITIONS AND
AS APPROVED OR DIRECTED BY THE ELCO FIELD INSPECTOR.
W
G
T
E
EXISTING STORM SEWER
ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED UNDERDRAIN
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
RIGHT OF WAY
PROPERTY BOUNDARY
S
PROPOSED SEWER SERVICE
W
PROPOSED RESIDENTIAL WATER SERVICE
PROPOSED SUBDRAIN
UD
SD
EXISTING FIRE HYDRANT
PROPOSED STORMLINE
LIMITS OF DEVELOPMENT LOD
EASEMENT LINE
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
NORTH
U1
U3
U2
U4
U5
MATCHLINE-SEE SHEET U4
STMH A4
STMH A3
STMH A3-1
OUTLET STRUCTURE A9
OUTLET STRUCTURE A3-1.1
OUTLET STRUCTURE A3-3
INLET B2
INLET B3
INLET B1-1
INLET B1-2 STMH B1
FES B
INLET C2 INLET C1
FES C
STMH D1
INLET D2
FES D
INLET E1
FES E
8" PVC SANITARY SEWER
8" PVC SANITARY SEWER
8" PVC SANITARY SEWER
8" PVC SANITARY SEWER 8" PVC SANITARY SEWER
8" PVC SANITARY SEWER
LOT 58
LOT 3
LOT 5
LOT 2
LOT 4
LOT 1
TRACT A
LOT 56
LOT 54
LOT 55
LOT 57
TRACT E
TRACT B
TRACT D
BEGIN HORZ.
DEFLECTION
N:100487.40
E:204911.29
PRC HORIZ.
DEFLECTION
N:100544.49
E:204916.49
8"x6" SWIVEL TEE
1 - 6" GV (E)
N:100546.82
E:204916.93
FH ASSEMBLY
N:100544.09
E:204931.68
END HORZ.
DEFLECTION
N:100683.58
E:204929.50
8"x8" TEE w/TB
3 - 8" GV (N,W,S)
N:100764.00
E:204929.50
STORM DRAIN A
STORM DRAIN D
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
SIGHT
DISTANCE
EASEMENT
BEGIN HORZ.
DEFLECTION
N:100764.00
E:204598.41
8"x6" SWIVEL TEE
1 - 6" GV (SW)
N:100815.82
E:204382.67
FH ASSEMBLY
N:100807.10
E:204378.24
END HORZ.
DEFLECTION
N:100890.45
E:204275.71
STORM DRAIN A
BEGIN HORZ.
DEFLECTION
N:101178.86
E:204929.50
PRC HORZ.
DEFLECTION
N:101208.75
E:204930.99
FH ASSEMBLY
N:101280.86
E:204939.92
79.24 LF 8" PVC
N00°16'40"W
100.42 LF 8" PVC
N00°00'00"E
331.09 LF 8" PVC
N90°00'00"E
381.77 LF 8" PVC
S47°12'15"E
5
7
.
4
1
L
F
8
"
P
V
C
R
=
3
0
0
.
0
0
'
29.94 LF 8" PVC
R=300.00'
130
.
8
4
L
F
8
"
P
V
C
R
=
47
5
.0
0
'
28.80 LF 8" PVC
R=303.00'
42.05 LF 8" PVC
R=303.00'
3
2
7
.
09
L
F
8
"
P
V
C
R
=
3
03
.
0
0
'
305.08 LF 8" PVC
N90°00'00"W
TIMBERLINE RD
TIMBERLINE RD
8"x6" SWIVEL TEE
1 - 6" GV (E)
N:101279.42
E:204929.78
59' ROW
36'
FL-FL
36'
FL-FL
59' ROW
59' ROW
36'
FL-FL
STORM DRAIN B
STORM DRAIN A
STREET A STREET A
6' UE
3' DRAINAGE
EASEMENT
(TYP.)
6' UE
3' DRAINAGE
EASEMENT
(TYP.)
6' UE
3' DRAINAGE
EASEMENT
(TYP.)
STORM DRAIN E
LOT 44
LOT 43
LOT 45
LOT 38
LOT 40
LOT 41
LOT 39
LOT 42
LOT 6
LOT 5
LOT 3
LOT 4
LOT 1
BLOCK 1
BLOCK 3
BLOCK 3
BLOCK 2
TRACT F
STREET B
STREET D
15' UTILITY EASEMENT
15' UTILITY EASEMENT
15' UTILITY EASEMENT
108' ROW
120' ROW
120' ROW
STORM DRAIN C
LIEBL MRD
CITY OF
FORT COLLINS
BACON ELEMENTARY
POUDRE SCHOOL DISTRICT
DITCH LATERAL
16"x8" TEE w/TB
1 - 8" GV (W)
N:101237.49
E:205237.57
8"x8" CROSS w/TB
4 - 8" GV (N,E,W,S)
N:101237.49
E:204932.50
CONNECT TO EXISTING
16" WATER
STORM DRAIN H
FES H
157.72 LF 8" PVC
N00°00'00"E
237.14 LF 8" PVC
N00°00'00"E
TEMP FH ASSEMBLY
w/ 8"x6" REDUCER
N:101021.14
E:204958.00
8"x8" TEE w/TB
1 - 8" GV (E)
N:101021.14
E:204929.50
TEMP FH ASSEMBLY
w/ 8"x6" REDUCER
N:101237.49
E:204881.00
TEMP FH ASSEMBLY
w/ 8"x6" REDUCER
N:100610.14
E:204955.40
8"x8" TEE w/TB
1 - 8" GV (E)
N:100612.91
E:204926.16
7
0
.7
7
L
F
8
"
PV
C
R
=
75
0
.
0
0
'
6
9
.
12
L
F
8
"
PV
C
R
=
750.
00
'
PROPOSED
SANITARY
SEWER STUB
PROPOSED
SANITARY
SEWER STUB
PROPOSED
SANITARY
SEWER STUB
DETENTION
POND 2B
DETENTION
POND 2A
DETENTION
POND 1
18
7
.1
2
L
F
8
"
P
V
C
R
=
47
5.
0
0
'
1
8
7
.12
L
F
8
"
P
V
C
R
=
4
75
.
00
'
8"x8" TEE w/TB
1 - 8" GV (NE)
N:100800.38
E:204416.09
TEMP FH ASSEMBLY
w/ 8"x6" REDUCER
N:100847.58
E:204435.63
36.83 LF 8" PVC
R=475.00'
U4
UTILITY PLAN
9
Sheet
of 35
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORMLINE
LEGEND:
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
3. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
5. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
6. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTIONS SHALL HAVE
CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
7. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
SUBDRAINE CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL
MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1
4" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
8. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE ELCO AND BOXELDER
STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
9. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
10. ALL FITTINGS, TEES, PLUGS AND FIRE HYDRANTS SHALL BE PROVIDED WITH ANCHOR
COUPLINGS AND/OR JOINT RESTRAINT IN ACCORDANCE WITH ELCO SPECIFICATIONS.
THRUST BLOCKS SHALL BE USED ONLY AS REQUIRED PER FIELD CONDITIONS AND
AS APPROVED OR DIRECTED BY THE ELCO FIELD INSPECTOR.
W
G
T
E
EXISTING STORM SEWER
ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED UNDERDRAIN
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
RIGHT OF WAY
PROPERTY BOUNDARY
S
PROPOSED SEWER SERVICE
W
PROPOSED RESIDENTIAL WATER SERVICE
PROPOSED SUBDRAIN
UD
SD
EXISTING FIRE HYDRANT
PROPOSED STORMLINE
LIMITS OF DEVELOPMENT LOD
EASEMENT LINE
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
NORTH
U1
U3
U2
U4
U5
MATCHLINE-SEE SHEET U3
MATCHLINE-SEE SHEET U2
MATCHLINE-SEE SHEET U5
1 - 6" GV (SW)
N:101540.81
E:203573.28
FH ASSEMBLY
N:101531.85
E:203564.99
TEMP FH ASSEMBLY
w/ 8"x6" REDUCER
N:101408.03
E:203510.99
BEGIN HORZ.
DEFLECTION
N:101670.67
E:203754.16
285.00 LF 8" PVC
S59°07'06"E
381.77 LF 8" PVC
S47°12'15"E
70.17 LF 8" PVC
S47°12'15"E
44.50 LF 8" PVC
S47°12'15"E
531.00 LF 8" PVC
S47°12'15"E
164
.27 L
F
8
"
P
V
C
R
=
7
9
0
.
0
0
'
218.18 LF 8" PVC
S42°47'45"W
139.75 LF 8" PVC
S42°47'45"W
1
5
3
.
6
5
L
F
8
"
PV
C
R
=
3
0
0
.0
0
'
LOT 26
LOT 27
LOT 28
LOT 29
LOT 23 LOT 24
LOT 25
LOT 19
LOT 21
LOT 18
LOT 22
LOT 20
LOT 17
LOT 16
LOT 15
LOT 14
LOT 11
LOT 12
LOT 10
LOT 9
LOT 13
LOT 15
LOT 8
LOT 7
LOT 6
LOT 5
LOT 23
LOT 3
LOT 7
LOT 6
LOT 5
LOT 4
LOT 7
LOT 6
LOT 5
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 4
LOT 1
LOT 2
LOT 3
BLOCK 2
BLOCK 14
BLOCK 4
STORM DRAIN F
BLOCK 5
9' UTILITY EASEMENT
9' UTILITY EASEMENT
24'
FL-FL
36'
FL-FL
59' ROW
9' UTILITY EASEMENT
9' UTILITY EASEMENT
TRACT G
TRACT I
59' ROW
36'
FL-FL
BLOCK 1
BLOCK 3
BLOCK 3
BLOCK 3
6' UE
3' DRAINAGE
EASEMENT
(TYP.)
6' UE
3' DRAINAGE
EASEMENT
(TYP.)
6' UE
3' DRAINAGE
EASEMENT
(TYP.)
STREET B
STREET B
STREET C
STREET C
9' UTILITY EASEMENT
9' UTILITY EASEMENT
DETENTION
POND 1
RENNAT, HARRY
O TRUST
DITCH LATERAL
PROPOSED
TYPE III
BARRICADE
DITCH LATERAL
U3
UTILITY PLAN
8
Sheet
of 35
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORMLINE
LEGEND:
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
3. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
5. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
6. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTIONS SHALL HAVE
CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
7. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
SUBDRAINE CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL
MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1
4" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
8. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE ELCO AND BOXELDER
STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
9. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
10. ALL FITTINGS, TEES, PLUGS AND FIRE HYDRANTS SHALL BE PROVIDED WITH ANCHOR
COUPLINGS AND/OR JOINT RESTRAINT IN ACCORDANCE WITH ELCO SPECIFICATIONS.
THRUST BLOCKS SHALL BE USED ONLY AS REQUIRED PER FIELD CONDITIONS AND
AS APPROVED OR DIRECTED BY THE ELCO FIELD INSPECTOR.
W
G
T
E
EXISTING STORM SEWER
ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED UNDERDRAIN
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
RIGHT OF WAY
PROPERTY BOUNDARY
S
PROPOSED SEWER SERVICE
W
PROPOSED RESIDENTIAL WATER SERVICE
PROPOSED SUBDRAIN
UD
SD
EXISTING FIRE HYDRANT
PROPOSED STORMLINE
LIMITS OF DEVELOPMENT LOD
EASEMENT LINE
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
NORTH
U1
U3
U2
U4
U5
MATCHLINE-SEE SHEET U4
MATCHLINE-SEE SHEET U1
MATCHLINE-SEE SHEET U2
375.81 LF 8" PVC
N63°48'45"W
29.94 LF 8" PVC
R=300.00'
TIMBERLINE RD
STREET A
10' CONCRETE TRAIL
9' UTILITY EASEMENT
9' UTILITY EASEMENT
36'
FL-FL
59' ROW
6' UE
3' DRAINAGE
EASEMENT
(TYP.)
6' UE
3' DRAINAGE
EASEMENT
(TYP.)
LOT 38
LOT 40
LOT 39
LOT 35
LOT 34
LOT 32
LOT 33
LOT 31
LOT 36
LOT 37
LOT 30
LOT 29
10' CONCRETE TRAIL
TRACT A
BLOCK 3
BLOCK 2
BLOCK 2
TRACT F
100' ROW
DETENTION
POND 1
WILLOW SPRINGS PUD
MAIL CREEK DITCH
LIEBL MRD
FES H1
STORM DRAIN H
WILLOW SPRINGS PUD
U2
UTILITY PLAN
7
Sheet
of 35
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORMLINE
LEGEND:
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
3. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
5. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
6. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTIONS SHALL HAVE
CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
7. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
SUBDRAINE CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL
MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1
4" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
8. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE ELCO AND BOXELDER
STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
9. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
10. ALL FITTINGS, TEES, PLUGS AND FIRE HYDRANTS SHALL BE PROVIDED WITH ANCHOR
COUPLINGS AND/OR JOINT RESTRAINT IN ACCORDANCE WITH ELCO SPECIFICATIONS.
THRUST BLOCKS SHALL BE USED ONLY AS REQUIRED PER FIELD CONDITIONS AND
AS APPROVED OR DIRECTED BY THE ELCO FIELD INSPECTOR.
W
G
T
E
EXISTING STORM SEWER
ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED UNDERDRAIN
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
RIGHT OF WAY
PROPERTY BOUNDARY
S
PROPOSED SEWER SERVICE
W
PROPOSED RESIDENTIAL WATER SERVICE
PROPOSED SUBDRAIN
UD
SD
EXISTING FIRE HYDRANT
PROPOSED STORMLINE
LIMITS OF DEVELOPMENT LOD
EASEMENT LINE
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
NORTH
U1
U3
U2
U4
U5
MATCHLINE-SEE SHEET U1
MATCHLINE-SEE SHEET U4
MATCHLINE-SEE SHEET U3
LOT 28
LOT 24
LOT 26
LOT 21 LOT 22
LOT 23
LOT 25
LOT 20
LOT 19
LOT 14
LOT 18
LOT 15
LOT 16
LOT 13
LOT 11
LOT 12
LOT 10
LOT 17
TRACT G
TRACT I
ALLEY
ALLEY
59' ROW
36'
FL-FL
24'
FL-FL
10' CONCRETE TRAIL
10' CONCRETE TRAIL
6' UE
3' DRAINAGE
EASEMENT
(TYP.)
FH ASSEMBLY
N:101904.94
E:203893.64
8"x6" SWIVEL TEE
1 - 6" GV (N)
N:101893.06
E:203890.80
8"x8" TEE w/TB
3 - 8" GV (N,W,S)
N:101902.99
E:203849.31
BEGIN HORZ.
DEFLECTION
N:101941.12
E:203689.84
END HORZ.
DEFLECTION
N:102158.16
E:203469.08
8"x6" SWIVEL TEE
1 - 6" GV (NE)
N:102310.29
E:203429.95
FH ASSEMBLY
N:102315.18
E:203448.94
45° BEND w/ TB
N:102338.25
E:203422.76
22.5° BEND w/ TB
N:102351.64
E:203400.09
END HORZ.
DEFLECTION
N:102354.57
45° BEND w/ TB E:203352.96
N:102350.81
E:203127.07
45° BEND w/ TB
N:102311.90
E:203096.54
11.25° BEND w/ TB
N:102332.94
E:203109.79
BEGIN HORZ.
DEFLECTION
N:102184.81
E:203125.42
8"x6" SWIVEL TEE
1 - 6" GV (W)
N:101942.17
E:203143.52
FH ASSEMBLY
N:101942.49
E:203131.32
END HORZ.
DEFLECTION
N:101988.42
E:203144.77
11.25° BEND w/ TB
N:101855.69
E:203141.19
45° BEND w/ TB
N:101833.08
E:203145.96
END HORZ.
DEFLECTION
N:101804.71
E:203825.80
26.32 LF 8" PVC
N59°25'28"W
225.92 LF 8" PVC
S89°02'47"W
24.86 LF 8" PVC
S44°02'47"W
24.86 LF 8" PVC
S32°11'50"W
130.34 LF 8" PVC
S12°48'10"E
120.01 LF 8" PVC
N76°33'00"W
42.66 LF 8" PVC
N76°33'00"W
163.96 LF 8" PVC
N76°33'00"W
157.08 LF 8" PVC
N14°25'28"W
28.87 LF 8" PVC
N14°25'28"W
86.50 LF 8" PVC
N01°32'47"E
46.28 LF 8" PVC
N01°32'47"E
11
3
.
38
L
F
8
"
P
V
C
R
=
5
1
0
.
0
0
'
3
2
5
.
2
9
L
F
8
"
P
V
C
R
=
3
0
0
.
0
0
'
47.28 LF 8" PVC
R=300.00'
1
9
7
.
8
5 L
F
8
"
P
V
C
R
=
7
9
0
.
00
'
23.12 LF 8" PVC
R=300.00'
101.05 LF 8" PVC
S13°27'00"W
C
STREET A
9' UTILITY EASEMENT
9' UTILITY EASEMENT
LOT 26
LOT 27
LOT 23 LOT 24
LOT 25
TRACT A
TRACT A
9' UTILITY EASEMENT
9' UTILITY EASEMENT
STREET C
LOT 23
LOT 4
LOT 1
LOT 2
LOT 7
LOT 6
LOT 5
LOT 5 LOT 3
LOT 4
LOT 7
LOT 6
LOT 1
LOT 2
LOT 3
LOT 4
LOT 1
LOT 2
LOT 3
LOT 1
LOT 2
LOT 5
LOT 4
LOT 3
LOT 3
LOT 1
LOT 2
LOT 5
LOT 4
LOT 3
LOT 5
LOT 4
LOT 1
LOT 2
LOT 5
LOT 4
LOT 1
LOT 2
LOT 3
LOT 2
LOT 5
LOT 4
LOT 3
LOT 1
LOT 2
LOT 3
LOT 7
LOT 6
LOT 5
LOT 4
LOT 5
LOT 4
LOT 1
LOT 2
LOT 3
LOT 1
BLOCK 2
BLOCK 2
BLOCK 2
BLOCK 13
BLOCK 14
BLOCK 5
BLOCK 6
BLOCK 12
BLOCK 7
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
BLOCK 11
BLOCK 8
BLOCK 10
BLOCK 9
36'
FL-FL
59' ROW
BLOCK 2
9' UTILITY EASEMENT
9' UTILITY EASEMENT
WILLOW SPRINGS PUD
MAIL CREEK DITCH
U1
UTILITY PLAN
6
Sheet
of 35
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORMLINE
LEGEND:
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
3. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
5. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
6. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTIONS SHALL HAVE
CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
7. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
SUBDRAINE CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL
MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1
4" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
8. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE ELCO AND BOXELDER
STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
9. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
10. ALL FITTINGS, TEES, PLUGS AND FIRE HYDRANTS SHALL BE PROVIDED WITH ANCHOR
COUPLINGS AND/OR JOINT RESTRAINT IN ACCORDANCE WITH ELCO SPECIFICATIONS.
THRUST BLOCKS SHALL BE USED ONLY AS REQUIRED PER FIELD CONDITIONS AND
AS APPROVED OR DIRECTED BY THE ELCO FIELD INSPECTOR.
W
G
T
E
EXISTING STORM SEWER
ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED UNDERDRAIN
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
RIGHT OF WAY
PROPERTY BOUNDARY
S
PROPOSED SEWER SERVICE
W
PROPOSED RESIDENTIAL WATER SERVICE
PROPOSED SUBDRAIN
UD
SD
EXISTING FIRE HYDRANT
PROPOSED STORMLINE
LIMITS OF DEVELOPMENT LOD
EASEMENT LINE
NORTH
U1
U3
U2
U4
U5
MATCHLINE-SEE SHEET U2
MATCHLINE-SEE SHEET U3
16" W
16" W 16" W
16" W 16" W
16" W 16" W 16" W
IRR
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
8" WATER
8" SANITARY
8" WATER
8" SANITARY
8" WATER
8" SANITARY
8" WATER
8" SANITARY
8" WATER
8" SANITARY
8" WATER
8" SANITARY
STREET A
STREET B
STREET A
STREET B
ALLEY
ALLEY
ZEPHYR ROAD
TIMBERLINE RD TIMBERLINE RD
STREET A
STREET A
STREET B
STREET C
STREET C
STREET B
STREET D
BLOCK 3
BLOCK 3
BLOCK 2
BLOCK 2
BLOCK 3
BLOCK 3
BLOCK 1
BLOCK 1
BLOCK 2
BLOCK 12
BLOCK 7
BLOCK 11
BLOCK 14
BLOCK 13
BLOCK 8
BLOCK 6
BLOCK 4
BLOCK 5
BLOCK 10
BLOCK 9
BLOCK 2
TRACT F
TRACT E
TRACT A
TRACT D
TRACT B
TRACT C
TRACT A
TRACT G
TRACT I
8" WATER
8" SANITARY
8" WATER
8" WATER
PROPOSED
TEMPORARY
FIRE HYDRANT
PROPOSED
TEMPORARY
FIRE HYDRANT
PROPOSED
TEMPORARY
FIRE HYDRANT
PROPOSED
TEMPORARY
FIRE HYDRANT
EXISTING 16"
WATER
PROPOSED
SANITARY
STUB
PROPOSED
SANITARY
STUB
PROPOSED
SANITARY
STUB
PROPOSED
TEMPORARY
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
( IN FEET )
0
1 INCH = 150 FEET
150 150 300 450
OU1
UTILITY PLAN
OVERALL
5
Sheet
of 35
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORMLINE
LEGEND:
W
G
T
E
EXISTING STORM SEWER
ST
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED UNDERDRAIN
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
RIGHT OF WAY
PROPERTY BOUNDARY
S
PROPOSED SEWER SERVICE
W
PROPOSED RESIDENTIAL WATER SERVICE
PROPOSED SUBDRAIN
UD
SD
EXISTING FIRE HYDRANT
PROPOSED STORMLINE
LIMITS OF DEVELOPMENT LOD
EASEMENT LINE
NORTH
M F.O.
16" W
16" W 16" W
16" W 16" W
16" W 16" W 16" W
IRR
/ / /
/
/ / / /
/
/
/
/ /
/
/
/
/ /
/
/
/
/ /
REMOVE AND REPLACE
EXISTING 3'x7.5' BOX CULVERT
- SEE UTILITY PLANS
RELOCATE EXISTING
FIRE HYDRANT
REMOVE AND REPLACE
EXISTING 18" RCP STORM SEWER
- SEE UTILITY PLANS
EXISTING DITCH
TO REMAIN
ABANDONED 18" CMP
STORM CULVERT
RELOCATE EXISTING
FIBER OPTIC VAULT
RELOCATE EXISTING
TELEPHONE PED
MILL AND OVERLAY TO
CORRECT LOW CROSS-SLOPE
50' DITCH BUFFER
50' DITCH BUFFER
ZEPHYR ROAD
TIMBERLINE RD
ROSEN RD
BACON ELEMENTARY
POUDRE SCHOOL DISTRICT
CITY OF
FORT COLLINS
WILLOW SPRINGS PUD
THE TIMBERS
PUD
WESTCHASE
CROWNE ON PUD
TIMBERLINE
RENNAT, HARRY
O TRUST
LIEBL MRD
MAIL CREEK DITCH
DITCH LATERAL
RED WILLOW DR
EXISTING
79' ROW
EXISTING DITCH
LATERAL TO REMAIN
UNION-PACIFIC RAILROAD
14° SPECIAL BEND
INV=4954.53
EXISTING 30"
IRRIGATION PIPE
EXISTING IRRIGATION MH
INV W=4953.43
EXISTING IRRIGATION MH
INV=4956.16
EXISTING IRRIGATION STRUCTURE
TO BE MOVED WITH PHASE 2
EXISTING IRRIGATION MH
INV=4951.99
EXISTING 18"
IRRIGATION PIPE
( IN FEET )
0
1 INCH = 150 FEET
150 150 300 450
EX1
AND DEMOLITION PLAN
EXISTING CONDITIONS
4
Sheet
of 35
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER ST
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (TO REMAIN)
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.
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROJECT BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
VAULT
ELEC
CONTROL
IRR
EXISTING TREES (TO BE REMOVED)
APPROXIMATE LIMITS OF CONCRETE/
ASPHALT REMOVAL OR MILL & OVERLAY
1. THE NATURAL HABITAT BUFFER ZONES ARE 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 ZONES.
NATURAL HABITAT BUFFER ZONES
KEYMAP
B M
VAULT
ELEC
TIMBERLINE RD
NORTH
EXISTING
80' ROW
EXISTING
100' ROW
ESMT.
50' -
11' TRAVEL
11' TRAVEL
5' WALK
8' BIKE
8'
PKWY
8'
PKWY
9' UTIL.
ESMT.
MINOR COLLECTOR STREET SECTION
5' WALK
8' BIKE
50' HALF ROW
CS3
CROSS-SECTIONS
STREET
3
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Sheet
of 35
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
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:
PROJECT DATUM: NAVD88
City of Fort Collins Benchmark 2-02: East side of Timberland Road, 1/2 mile north of Trilby Road, on the middle concrete pad to an electric
box.
Elevation: 4964.37
City of Fort Collins Benchmark 16-01: South side of Willow Springs Way approx. 50 ft. west of the intersection of Willow Springs Way and
Timberline Road on the southwest corner of a storm inlet.
Elevation: 4956.98
Please note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their
vertical datum.
If NGVD29 Unadjusted datum is required for any purpose, the following equation should be used: NGVD29 Unadjusted = NAVD88 - 3.19
Basis of Bearings
The Basis of Bearings is the East line of the Northeast Quarter of Section 11, as bearing North xx° xx' xx" West (assumed bearing) as
monumented on drawing.
41. All stationing is based on centerline of roadways unless otherwise noted.
42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters,
landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored
in like kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements
and/or prior to the issuance of the first Certificate of Occupancy.
43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The
existing street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be
done in accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing
surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the
entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the
Larimer County Engineer and/or the City of Fort Collins Inspector at the time the cuts are made.
44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before
construction, or to the grades and condition as required by these plans.
45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections.
46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and
workmanship defects for a minimum period of two years from the date of acceptance.
47. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage
structures and pipes, for the following private streets: N.A.
48. Approved Variances are listed as follows: N.A.
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.
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 Preliminary Drainage and Erosion Control Report for Hansen Property dated September 12, 2017 by Northern
Engineering Services, Inc., shall be followed and implemented.
3. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by
submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at
least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by
submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed
prior to certification per the Development Agreement.
E. Utility Notes
1. All waterline and sanitary sewer construction shall conform to the Fort Collins Utility standards and specifications current to date of
construction.
2. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the
water utility.
3. Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire.
4. HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and
ASTM. The HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. Tracer
wire shall be installed with the HDPE service, and shall extend up the curb stop. The curb stop shall be covered with a metal box and tracer
wire test lid per City Water Detail 25.
CS2
CONSTRUCTION NOTES
GENERAL AND
2
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Sheet
of 35
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
212 N. Wahsatch Ave., Suite 301
Colorado Springs, Colorado 80903
(719) 635-3200
SHEET INDEX
ENGINEER ING
N O R T H E RN
ENGINEER ING
N O R T H E RN
UTILITY CONTACT LIST: *
UTILITY COMPANY PHONE NUMBER
1 CS1 COVER SHEET
2 CS2 GENERAL AND CONSTRUCTION NOTES
3 CS3 STREET CROSS-SECTIONS
4 EX1 EXISTING CONDITIONS AND DEMOLITION PLAN
5 OU1 OVERALL UTILITY PLAN
6-10 U1-U5 UTILITY PLAN
11 OG1 OVERALL GRADING PLAN
12-16 G1-G5 GRADING PLAN
17-20 R1-R4 STREET A PLAN AND PROFILE
21-23 R5-R7 STREET B PLAN AND PROFILE
24 R8 STREET C PLAN AND PROFILE
25 R9 STREET D & COMMERCIAL CONNECTION
PLAN AND PROFILE
26-27 R10-R11 ZEPHYR ROAD PLAN AND PROFILE
28-30 R12-R14 TIMBERLINE ROAD PLAN AND PROFILE
31-32 R15-R16 STRIPING PLAN
33 HC1 HORIZONTAL CONTROL PLAN
34 INT1 INTERSECTION DETAILS
35 DR1 OVERALL DRAINAGE EXHIBIT
A TRACT OF LAND LOCATED IN THE EAST HALF OF SECTION 7, TOWNSHIP 6 NORTH, RANGE 68 WEST OF
THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
HANSEN SUBDIVISION
PRELIMINARY UTILITY PLANS FOR
OWNER/APPLICANT
SITE ENGINEER
SURVEYOR
GAS----------------- Xcel Energy---------------------------------Stephanie Rich (970) 225-7828
ELECTRIC-------- City of Fort Collins Light & Power----- Jim Spaulding (970) 416-2772
CABLE------------- Comcast------------------------------------- Don Kapperman (970) 567-0245
TELECOM.--------CenturyLink Local Network------------- Robert Rulli (970) 490-7503
WATER------------ City of Fort Collins Utilities--------------Shane Boyle (970) 221-6339
WASTEWATER--City of Fort Collins------------------------ Shane Boyle (970) 221-6339
STORMWATER- City of Fort Collins Utilities--------------Glen Schlueter (970) 224-6065
SANITATION----- City of Fort Collins Utilities--------------Shane Boyle (970) 221-6339
* This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for
the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for
locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of
Colorado (UNCC) at 811 for additional information.
Kristin Turner
TB Group
444 Mountain Avenue
Berthoud, Colorado 80513
(970) 532-5891
PLANNER/
LANDSCAPE ARCHITECT
PROJECT DATUM: NAVD88
City of Fort Collins Benchmark 2-02: East side of Timberland Road, 1/2 mile
north of Trilby Road, on the middle concrete pad to an electric box.
Elevation: 4964.37
City of Fort Collins Benchmark 16-01: South side of Willow Springs Way
approx. 50 ft. west of the intersection of Willow Springs Way and Timberline
Road on the southwest corner of a storm inlet.
Elevation: 4956.98
Please note: This plan set is using NAVD88 for a vertical datum. Surrounding
developments have used NGVD29 Unadjusted for their vertical datum.
If NGVD29 Unadjusted datum is required for any purpose, the following
equation should be used: NGVD29 Unadjusted = NAVD88 - 3.19
Basis of Bearings
The Basis of Bearings is the East line of the Northeast Quarter of Section 11,
as bearing North xx° xx' xx" West (assumed bearing) as monumented on
drawing.
PROJECT BENCHMARKS:
Sheet
of 35
HANSEN SUBDIVISION These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
REVIEW SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com