HomeMy WebLinkAboutRENNAT - FDP200006 - DOCUMENT MARKUPS - ROUND 3 - UTILITY PLANSS. TIMBERLINE RD.
KECHTER RD.
ZEPHYR RD.
ALLEY (PRIVATE)
10' TRAVEL LANE
18.58' -
31" DRIVE-OVER
CURB & GUTTER
10' TRAVEL LANE
11' TRAVEL LANE
9' UTIL. 76' ROW
ESMT.
6' 54' -
PKWY
6'
PKWY
9' UTIL.
ESMT.
MINOR COLLECTOR
5' WALK
5' WALK
11' TRAVEL LANE
5' BIKE LANE
3' BUFFER
8' PARKING
5' BIKE LANE
3' BUFFER
8' PARKING
9' UTIL. 53' ROW
ESMT.
9' UTIL.
ESMT.
RESIDENTIAL LOCAL
7' PARKING
30' -
16' TRAVEL
4.5' WALK
4.5' WALK
5.58'
PKWY
TBC-WALK
5.58'
PKWY
TBC-WALK
7' PARKING
1' x 1'
CONCRETE EDGE
8' UTIL.
ESMT.
8' UTIL.
ESMT.
ALLEY (PRIVATE) - INVERTED CROWN
10' TRAVEL LANE
20' -
10' TRAVEL LANE
8' UTIL.
ESMT.
8' UTIL.
ESMT.
7' MIN FENCE SETBACK
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 Final Drainage and Erosion Control Report for Rennat Subdivision dated Februaru 12, 2020 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
12" W
12" W
X
SS
VAULT
ELEC
X
X
X
X
X
IRR
WM WM WM WM
WM
WM
WM WM
WM
WM
WM
WM WM
WM WM
WM
WM
WM
WM WM
WM WM WM
WM
WM
WM WM
WM WM WM WM
WM
WM
WM
WM
WM
WM WM
WM
WM
WM
WM
WM
UD
UD
UD
LID
W
S
O
E
T
VAULT
TELE
T
LID
VAULT
TELE
W
S
O
H
VAULT
TELE
T
VAULT
TELE
W
S
O
H
Y
D
W
TELE
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
H
Y
D
S S
S
ELEC
E
ELEC
BRKR
X
X
X X X X X X X
X
X X
X
X
X
X
X
X X
X
X X X X
X
X
X
X
X
X
X
X X
X
X
X
X X X X X
X
X
X
SS
SS
E
E E
E
E
E E
E
E
E
E
E E
E E E E
E
E E
E E
E E
E E
E
E
E
E
E
E
E
E
E
E E
E
E E E
E
E
E E E E E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E E E E
E E
E
E E
E
E
E
G
G
G
G
G G G
G
G
X
X
X
X
X
X
X
X
X
X
X
PROPERTY BOUNDARY (TYP.)
MAIL CREEK DITCH
UNION PACIFIC RAILROAD
DITCH LATERAL
FUTURE PEDESTRIAN BRIDGE
(BY OTHERS)
200' PUBLIC
ACCESS TRAIL
EASEMENT
5' TRAIL
5' TRAIL
EXISTING TOP OF
DITCH BANK
50' DITCH BUFFER
FROM TOP OF BANK
VAULT
TELE
ELEC
E
ELEC
BRKR
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
FO
FO
X
X
X
X X X X X X X X X X
X
X X X X X X X X
X
X X
X
X X
X
X X X
X X
X
X
X
X
X
X X X
X
X
FO
FO
FO
E
E
E
E E
E E
E E E E
E
E
E E
E E
E
E
E
E
E
E
E
E
E
E
E
E E E
E E E E
E
E
E
E
E E E E E E E
E E
E E
E E E E E E E E E E E
E
E
E
E
E
T
VAULT
TELE
W
S
O
H
Y
D
W
TELE
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
H
Y
D
S S
S
X
X X
X X X
X
X
X
X X X
X
X
X
X X
SS SS
SS
SS SS
SS
SS SS
SS
SS SS SS SS
SS
LID
VAULT
F.O.
W W W
FO
FO
FO
FO
FO
FO
FO
FO
FO FO FO
FO
FO FO
FO
FO
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E
E
E
E
G
G
G
G
G
G
G
G
G
G
G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G G
E
E
E
G
G
G
G
S S
S
S
4940
4945
4950
4955
4960
4965
4970
4975
4980
4940
4945
4950
4955
4960
4965
4970
4975
4980
20+50 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00
297.44 LF 8" PVC @ 0.40%
SSMH 7
STA 22+19.16
RIM 4964.0±
INV. IN 4947.93 (NW)
INV. OUT 4947.83 (SE)
323.00 LF 8" PVC @ 0.40%
SSMH 8
STA 25+42.16
RIM 4970.2±
INV. IN 4949.32 (NW)
INV. OUT 4949.22 (SE)
310.71 LF 8" PVC @ 0.40%
SSMH 9
STA 28+52.87
RIM 4967.4±
INV. IN 4950.67 (NW)
INV. OUT 4950.57 (SE)
311.68 LF 8" PVC @ 0.40%
SSMH 10
STA 31+64.55
RIM 4965.9±
INV. IN 4952.02 (W)
INV. OUT 4951.92 (SE)
82.12 LF 8" PVC @ 0.50%
SSMH 11
STA ???
RIM 4964.9±
INV. OUT 4952.43 (E)
8" PVC WATER
STA.=31+81.45
TOP=4961.48
8" PVC WATER
STA.=26+29.52
TOP=4967.04
8" PVC SUBDRAIN
STA.=26+65.66
INV.=4947.55
18" MIN.
E
E
4925
4930
4935
4940
4945
4950
4955
4960
4965
4925
4930
4935
4940
4945
4950
4955
4960
4965
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 20+50
SSMH 2-4
STA 15+64.51
RIM 4949.1±
INV. IN 4936.57 (W)
INV. IN 4936.77 (N)
INV. OUT 4936.47 (E)
241.00 LF 8" PVC @ 0.40%
SSMH 2-5
STA 18+05.51
RIM 4947.6±
INV. IN 4937.63 (W)
INV. IN 4937.83 (N)
INV. OUT 4937.53 (E)
309.03 LF 8" PVC @ 0.40%
SSMH 2
STA 10+00.00
RIM 4954.4±
INV. IN 4940.13 (NE)
INV. IN 4933.71 (NW)
INV. OUT 4933.51 (S)
103.96 LF 8" PVC @ 0.40%
SSMH 2-1
STA 11+03.96
RIM 4952.2±
INV. IN 4934.23 (W)
INV. OUT 4934.13 (SE)
134.04 LF 8" PVC @ 0.40%
SSMH 2-2
STA 12+37.99
RIM 4951.0±
INV. IN 4934.97 (S)
INV. IN 4935.07 (N)
INV. OUT 4934.77 (E)
85.51 LF 8" PVC @ 0.40%
SSMH 2-3
STA 13+23.51
RIM 4950.2±
INV. IN 4935.51 (W)
INV. OUT 4935.31 (N)
241.00 LF 8" PVC @ 0.40%
EXISTING GROUND
4925
4930
4935
4940
4945
4950
4955
4960
4965
4925
4930
4935
4940
4945
4950
4955
4960
4965
20+50 21+00 22+00 23+00 24+00 24+50
SSMH 2-6
STA 21+14.54
RIM 4947.1±
INV. IN 4938.97 (W)
INV. IN 4939.17 (N)
INV. OUT 4938.87 (E)
209.78 LF 8" PVC @ 0.40%
SSMH 2-7
STA 23+24.32
RIM 4946.0±
INV. IN 4939.91 (NW)
INV. OUT 4939.81 (E)
86.95 LF 8" PVC @ 0.40%
SSMH 2-8
STA 24+11.27
RIM 4944.9±
INV. OUT 4940.26 (SE)
EXISTING GROUND
PROPOSED GROUND
E
E
E
E E E E E E E
E
E
E
E
E
E
E E E
E E
E
E
E
G G
G
G
G
G
G
G
4930
4935
4940
4945
4950
4955
4960
4965
4970
4930
4935
4940
4945
4950
4955
4960
4965
4970
9+50 10+00 11+00 12+00 13+00 13+50
PROPOSED GROUND
EXISTING GROUND
98.55 LF 8" PVC @ 3.50%
SSMH 2-2B
STA 12+23.89
RIM 4955.3±
INV. IN 4942.68 (NE)
INV. OUT 4942.48 (S)
110.32 LF 8" PVC @ 5.00%
SSMH 2-2C
STA 13+34.21
RIM 4960.5±
INV. OUT 4948.20 (SW)
SSMH 2-2
STA 10+00.00
RIM 4951.0±
INV. IN 4934.97 (S)
INV. IN 4935.07 (N)
INV. OUT 4934.77 (E)
125.34 LF 8" PVC @ 3.00%
SSMH 2-2A
STA 11+25.34
RIM 4952.1±
INV. IN 4939.03 (N)
INV. OUT 4938.83 (S)
18" RCP STORM
STA.=12+34.03
INV.=4947.64
E
E
E
E
E
E
E
E
E
E
G
G
G
4935
4940
4945
4950
4955
4960
4965
4970
4975
4935
4940
4945
4950
4955
4960
4965
4970
4975
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50
SSMH 2-4
STA 10+00.00
RIM 4949.1±
INV. IN 4936.57 (W)
INV. IN 4936.77 (N)
INV. OUT 4936.47 (E)
221.20 LF 8" PVC @ 0.40%
SSMH 2-4A
STA 12+21.20
RIM 4950.6±
INV. IN 4937.85 (N)
INV. OUT 4937.65 (S)
177.93 LF 8" PVC @ 1.45%
SSMH 2-4B
STA 13+99.13
RIM 4953.4±
INV. IN 4940.63 (NE)
INV. OUT 4940.43 (S)
199.56 LF 8" PVC @ 5.40%
SSMH 2-4C
STA 15+98.69
RIM 4963.4±
INV. OUT 4951.40 (SW)
PROPOSED GROUND
EXISTING GROUND
24" RCP STORM
STA.=14+19.15
INV.=4946.67
8" PVC WATER
STA.=10+10.01
TOP=4944.39
E
E
E E E
E
E E
E
E E
E E
G
G
4930
4935
4940
4945
4950
4955
4960
4965
4970
4930
4935
4940
4945
4950
4955
4960
4965
4970
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
SSMH 2-5
STA 10+00.00
RIM 4947.6±
INV. IN 4937.63 (W)
INV. IN 4937.83 (N)
INV. OUT 4937.53 (E)
221.20 LF 8" PVC @ 0.40%
SSMH 2-5A
STA 12+21.20
RIM 4946.2±
INV. IN 4938.91 (N)
INV. OUT 4938.71 (S)
177.63 LF 8" PVC @ 0.40%
SSMH 2-5B
STA 13+98.83
RIM 4947.2±
INV. IN 4939.82 (N)
INV. OUT 4939.62 (S)
177.63 LF 8" PVC @ 0.60%
SSMH 2-5C
STA 15+76.46
RIM 4953.8±
INV. IN 4941.04 (NE)
INV. OUT 4940.89 (S)
187.67 LF 8" PVC @ 4.55%
SSMH 2-5D
STA 17+64.13
RIM 4962.0±
INV. OUT 4949.58 (SW)
PROPOSED GROUND
EXISTING GROUND
8" PVC WATER
STA.=10+10.02
TOP=4942.94
24" RCP STORM
STA.=15+13.99
INV.=4945.21
E
E
E
E
4930
4935
4940
4945
4950
4955
4960
4965
4970
4930
4935
4940
4945
4950
4955
4960
4965
4970
9+50 10+00 11+00 12+0012+25
87.27 LF 8" PVC @ 0.50%
SSMH 2-6B
STA 11+80.62
RIM 4948.6±
INV. OUT 4940.28 (SW)
SSMH 2-6
STA 10+00.00
RIM 4947.1±
INV. IN 4938.97 (W)
INV. IN 4939.17 (N)
INV. OUT 4938.87 (E)
93.35 LF 8" PVC @ 0.50%
SSMH 2-6A
STA 10+93.35
RIM 4947.5±
INV. IN 4939.84 (NE)
INV. OUT 4939.64 (S)
PROPOSED GROUND
8" PVC WATER EXISTING GROUND
STA.=10+10.00
TOP=4942.33
E E
E
E
E
E E E
E
E E
E
E
E
E
E
E
E
E
E
E
E
G
G
4935
4940
4945
4950
4955
4960
4965
4970
4975
4935
4940
4945
4950
4955
4960
4965
4970
4975
9+50 10+00 11+0011+25
SSMH 3-3
STA 10+00.00
RIM 4958.2±
INV. IN 4946.48 (E)
INV. IN 4946.58 (N)
INV. OUT 4946.28 (W)
67.50 LF 8" PVC @ 0.50%
SSMH 3-3A
STA 10+67.50
RIM 4958.7±
INV. OUT 4946.92 (S)
PROPOSED
GROUND
EXISTING
GROUND
E
E
E
E
E E E E E E
E
E
E
G G
G
G
G
G
G
G
G G G G G G
E E E
E E E
E
E
G
G
G G G
G G G
G
S S S S S
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
G
G
G
G
G
G
G
G
G
G
G
G
G G
G
G
G
G
G G
G
G
G
G
G
G
E
E
E
E
E
E
E
E
E
G
G
G
G
G
G
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E E E E E E E
E E
E
E E
E
E
E E
E E
E
E
E
E
E
E
G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G
G
G G
G
G
G
G G G
G G G
G
G
G
G
G
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E
E
G
G
G
G
G
G
G
G
G G
G
G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G G
E
E
E
E
E
E
G
G
S
S
S
S
S S
S
E
E
E
E
E
E
E
E
E
E
E
G
G
G
G
G
G
G
G
G
G
G
G
G
E
E
E
E
G
G
G
G
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
w
W
w
W
w
W
w
W
w
W
w
W
w
X X X
X
X X
X
X
X
X
STMH 8-2
w/ 100-YR ORIFICE PLATE
STA 10+08.96
N: 100803.68
E: 202656.49
OUTLET 8-3
STA 10+36.50
N: 100803.69
E: 202684.03
FES 8-1
STA 10+00.00
N: 100803.86
E: 202647.53
8.96 LF 24" RCP @ 0.50% 27.54 LF 24" RCP @ 0.50%
EXISTING 36"
IRON PIPE
EXISTING
FENCE
EXISTING EDGE OF
WATER AT TIME OF
SURVEY
UNION PACIFIC RAILWAY
FUTURE
STORM DRAIN
(BY OTHERS)
4925
4930
4935
4940
4945
4950
4955
4960
4925
4930
4935
4940
4945
4950
4955
4960
9+50 10+00 11+00 11+50
STMH 8-2
STA 10+08.96
RIM 4943.8±
INV. IN 4941.04 (E)
INV. OUT 4941.04 (W)
FES 8-1
STA 10+00.00
INV. 4941.00 (E)
OUTLET 8-3
STA 10+36.50
RIM 4944.0±
E
E
E
E
E
E E
E
E E
E
E E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E E
E
E
E E
E
E
E
E
E
E
E
E
E
G G G
G
G G
G
G
G
G G
G G G G
G G
G
G
G
G
E
E
E
E
E
E
G
G
G
G
E
E
E E E E
E
E
E
E
E
E E
E E E E
E
E
E
E
E
E
E
E
E
E E
E
E
E
G G
G
G
G
G
G
G
G
G G G G
G G
G
G
G
G
G
G
G
G G G
G
G
G
G G G G G
G
E E E
E
E E
G G
G
G G
G
U
D UD
UD
UD
UD
UD
UD
VAULT
TELE
T
VAULT
TELE
W
S
O
H
Y
D
W
TELE
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
H
Y
D
S S
S
ELEC
E
ELEC
BRKR
X
X
X X X X X X X
X
X X
X
X
X
X
X
X X
X
X X X X
X
X
X
X
X
X
X
X X
X
X
X
X X X X X
X
X
X
SS
SS
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X X
X
UD
UD UD UD UD UD
UD
UD UD
UD
UD
UNION PACIFIC RAILROAD
DITCH LATERAL
PLANNED
HANSEN FARM
BLOCK 11
5' TRAIL
5' TRAIL
5' TRAIL
5' TRAIL
6' UTILITY
EASEMENT
PROPERTY
BOUNDARY (TYP.)
PLANNED PEDESTRIAN BRIDGE
(SEE HANSEN FARM UTILITY PLANS)
EXISTING TOP
OF DITCH BANK
50' DITCH BUFFER
FROM TOP OF BANK
NATURAL HABITAT
BUFFER ZONE
64.52
67.86
68.29
68.54
68.79
69.04
67.37
68.51
68.26
68.11
67.90
67.25
T
ELEC
E
ELEC
BRKR
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
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
E
E
E
E
E
E
E
E
E
E
UD UD UD
UD
UD UD UD
UD
UD
UD
UD
UD UD UD UD
UD
X
X X
X X X X X X X X X X X X X X
X
X X
X X X X X X
X X X
X X
X
X X X
X X
X
X
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
6' UTILITY EASEMENT
6' UTILITY
EASEMENT
53' ROW 30' FL-FL
20'
9' UTILITY EASEMENT
9' UTILITY EASEMENT 9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
BLOCK 13
BLOCK 13
BLOCK 7
BLOCK 9
BLOCK 8
BLOCK 9
TRACT F
TRACT P
TRACT A
DRAINAGE & PEDESTRIAN
ACCESS EASEMENT
DETENTION
POND
53' ROW
30' FL-FL
5' TRAIL
5' TRAIL
5' TRAIL
9' UTILITY EASEMENT
DANCING CATTAIL DR
CROAKING TOAD DR
AUTUMN BREEZE CT
WATER
QUALITY
POND 1
WATER
QUALITY
POND 2
VAULT
TELE
VAULT
F.O.
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
E
E
E E
E E E
E
E
E
E
E
E
E
E
T
T
T
T
T
T
T
UD UD UD UD UD UD UD UD UD
UD
UD
UD UD
UD
UD UD
UD
UD
UD
VAULT
VAULT
VAULT
VAULT
53' ROW
53' ROW
H
Y
D
W
TELE
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
S S
S
X X
X X X X X
X
X
X
X X
X
SS
SS
SS
SS
SS
SS SS
SS
SS
SS SS
SS
SS SS
SS
V
AULT
F.O.
FO
FO
FO FO FO
FO
FO
FO
FO
FO
FO
FO
FO
E
T T
T
T
T
T
T
T T
T
T
T
T
T
VAULT
TELE
W
S
O
H
Y
D
X
X X
X
X
X X
X
X X X
X
X
X X X X
SS SS SS
LID
W W W
FO
FO
FO FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
T
T T
T
T
T
T T T
T
T
G
G
G
G
W
W
W
W
T
VAULT
60' EASEMENT
REC. NO. 20100010642
15' EASEMENT
REC. NO. 20110070565
9' UTILITY EASEMENT
E
E
E
VAULT
ELEC
S
X X
X X X X X
X
X X X
X
X X X
SS
SS SS
SS
SS
SS SS
SS
SS SS
SS
SS
SS SS
SS
SS
SS SS SS SS SS SS SS SS SS SS
SS
W
W
W
W
W W W W W W W
W W
W
W
W W
W W
W W
W W W W
W W
W
W
W
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
76' ROW
54' FL-FL
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
X
X
BLOCK 1
BLOCK 1
TRACT M
TRACT N
DU&PAE
BLOCK 2
BLOCK 3
VAULT
VAULT
VAULT
VAULT
VAULT
6' UTILITY EASEMENT
53' ROW
30' FL-FL
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
BLOCK 16
BLOCK 5
BLOCK 4
TRACT T
DUE
TRACT J
LOT 8
LOT 9
LOT 10
DETENTION
POND 1
5' TRAIL
TRACT M
8' UTILITY
EASEMENT
19.5' EOC-FL
5' TRAIL
5' TRAIL
5' TRAIL
WINDY WILLOW DR
18.4%
25.6%
24.3%
27.2%
50.69
50.98
50.79
51.22
53.38
51.42
51.88
53.18
52.91
53.25
54.89
54.42
55.07
56.46
59.34
56.26
58.03
61.16
62.31
62.11
4955
4960
4965
4970
4975
4980
4955
4960
4965
4970
4975
4980
9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+75
STREET A CL
EXISTING GROUND
PROPOSED GRADE
4966.82
4969.02
4970.02
4970.78
4969.80
4968.50
4967.61
4968.23
4968.68
4969.50
4969.77
4969.93
4970.36
4970.65
4970.79
4970.62
4970.39
4970.12
4969.53
4969.13
4968.83
4968.32
4968.19
PROPOSED GRADE EXISTING GROUND
PVI STA = 10+00.00
PVI ELEV = 4966.06
100.4' VC
HP ELEV = 4971.64
HP STA = 14+96.64
PVI STA = 15+06.68
PVI ELEV = 4972.24
BVCS: 14+56.48
BVCE: 4971.23
EVCS: 15+56.88
EVCE: 4970.73
A.D. = 5.00
K = 20.08
77.2' VC
PVI STA = 12+63.65
PVI ELEV = 4967.38
BCVS: 12+25.03
BVCE: 4967.18
ECVS: 13+02.28
EVCE: 4968.15
STA. = 18+97.04
(MISTY MEADOW DRIVE)
STA. = 10+00.00
(CROAKING TOAD DRIVE)
53'
ROW
30'
FL-FL
(MISTY MEADOW DRIVE)
(WINDY WILLOW DRIVE)
STA. = 21+38.04
(MISTY MEADOW DRIVE)
STA. = 10+00.00
(FLYING MALLARD DRIVE)
MISTY MEADOW DR
LOT 4
LOT 15
LOT 14
LOT 1
LOT 2 LOT 10
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15
LOT 7 LOT 6 LOT 5 LOT 3 LOT 2 LOT 1
LOT 1
LOT 2
TRACT S
DUA
TRACT D
DUA&EAE
FLYING
MALLARD DR
SEE SHEET R8
PROPOSED DRIVE OVER
CURB AND GUTTER BLOCK 12
BLOCK 12
BLOCK 10 BLOCK 14
BLOCK 15
BLOCK 16
BLOCK 13
PROPOSED 6' CROSSPAN
TRACT A
DRAINAGE & PEDESTRIAN
ACCESS EASEMENT
E E E E E E E E
E
E E E E E E E E E E
E
E E E E E E E E
E
E E
G G G G G G G G
G
G G
G G G G
G
G
G
G
G
G
G
∆
30'
FL-FL
53'
ROW
STA. = 23+79.04
(MISTY MEADOW DRIVE)
STA. = 24+49.90
(WINDY WILLOW DRIVE)
MISTY MEADOW DR
LOT 2
LOT 11
LOT 4
LOT 3 LOT 1
LOT 15
LOT 12
LOT 10
LOT 11
LOT 9
LOT 8
LOT 7
LOT 15
LOT 6
TRACT M
TRACT D
DUA&EAE
ZEPHYR RD
SEE SHEET
R13
BLOCK 4
ZEPHYR RD
SEE SHEET
R13
E E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E
E
E
E
E
E
E
E
E
E
E
G
G
LOT 15
LOT 17
LOT 16
LOT 3
LOT 1
LOT 2
LOT 12 LOT 6
LOT 10 LOT 9 LOT 8 LOT 7 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1
LOT 14
LOT 2
LOT 10
LOT 9 LOT 2
LOT 1
LOT 3
LOT 1
53'
ROW
30'
FL-FL
TRACT S
DUA
BLOCK 7
BLOCK 9
BLOCK 8
BLOCK 13
BLOCK 14
E E
E E E E E E
E
E
E
E E E E E
E E
E
E
E E E E E E E E E E E E E
E
E
E
E
E
E
E
E
E E E
E
E E
G G
G
G G G G G G
G
G
G
G G
G G G
G
G
G
G
G
∆
LOT 3
LOT 1
LOT 2 LOT 12
LOT 11
LOT 13
LOT 3
LOT 2
53'
ROW
30'
FL-FL
TRACT D
DUA&EAE
BLOCK 14
BLOCK 15 BLOCK 16
E
E
E
E
E E E E E E
G
G
G
G
G
G
G
G G G G G
E
E E
E
E E E E
E
E E E
E
E
G G G G
G G
G G
E
E
E E
G G
G
G
VAULT
VAULT
VAULT
E
E
E
E
E
E
FLYING MALLARD DR
SEE SHEET R8
DANCING CATTAIL DR
PROPOSED DRIVE OVER
CURB AND GUTTER
STA. = 10+00.00
(CROAKING TOAD DRIVE)
STA. = 18+97.04
(MISTY MEADOWS DRIVE)
STA. = 18+72.78
(CROAKING TOAD DRIVE)
STA. = 14+63.78
(DANCING CATTAIL DRIVE)
∆
LOT 10
LOT 1
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6 LOT 7
LOT 15
LOT 11
LOT 9
LOT 10
LOT 12
LOT 74
LOT 13
LOT 14
LOT 17
LOT 6 LOT 16
LOT 7
LOT 12 LOT 8
LOT 11 LOT 10
LOT 14 LOT 13
LOT 8
LOT 9
LOT 2
LOT 3
LOT 1
LOT 4
LOT 7 LOT 6 LOT 5
TRACT P
TRACT S
DUA
TRACT A
DRAINAGE & PEDESTRIAN
ACCESS EASEMENT
53'
ROW
30'
FL-FL
PROPOSED 2'
CONCRETE PAN
BLOCK 9
BLOCK 13
BLOCK 9
E
E
E E
E
E
E
E
X X X X X X
LOT 1
LOT 2
PROPERTY BOUNDARY (TYP.)
E E
E E
E E
E E
E
E E
G G
G
G G
G G
G
G G
E
E E
G
END OF ROADWAY MARKER
DANCING
CATTAIL DR
SEE SHEET R4
PRAIRIE HILL
DRIVE
DANCING
CATTAIL DR
SEE SHEET
R4
END PROPOSED ROADWAY
FUTURE CROAKING TOAD DR
LOT 10
LOT 11
4935
4940
4945
4950
4955
4960
4935
4940
4945
4950
4955
4960
19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00
0.50%
-0.50%
0.50%
PVI STA = 26+77.39
PVI ELEV = 4947.00
75.0' VC
HP ELEV = 4948.18
HP STA = 20+15.87
PVI STA = 20+15.87
PVI ELEV = 4948.27
BVCS: 19+78.37
BVCE: 4948.08
EVCS: 20+53.37
EVCE: 4948.08
4945
4950
4955
4960
4965
4970
4945
4950
4955
4960
4965
4970
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+25
-2.20%
2.20%
-6.00%
-0.50%
-2.00%
-2.00%
PVI STA = 10+00.00
PVI ELEV = 4965.71
PVI STA = 10+13.83
PVI ELEV = 4965.40
PVI STA = 16+96.43
PVI ELEV = 4949.11
PVI STA = 16+76.59
PVI ELEV = 4948.80
PVI STA = 16+79.59
PVI ELEV = 4948.73
PVI STA = 16+82.59
PVI ELEV = 4948.80
128.0' VC
PVI STA = 11+08.83
PVI ELEV = 4963.50
BVCS: 10+44.83
BVCE: 4964.78
EVCS: 11+72.83
EVCE: 4959.66
A.D. = 4.00
K = 32.00
50.0' VC
PVI STA = 16+26.59
PVI ELEV = 4949.80
BVCS: 16+01.59
BVCE: 4949.93
EVCS: 16+51.59
EVCE: 4949.30
A.D. = 1.50
K = 33.33
220.0' VC
PVI STA = 13+10.87
PVI ELEV = 4951.38
BCVS: 12+00.87
BVCE: 4957.98
ECVS: 14+20.87
EVCE: 4950.83
A.D. = 5.50
K = 40.00
4965.71
4963.20
4960
4965
4970
4975
4980
4985
4960
4965
4970
4975
4980
4985
9+50 10+00 11+00 12+00 13+00 13+50
4971.64
4971.45
4972.01
4972.61
4973.13
4973.35
4973.25
4972.85
4972.13
4971.11
4970.01
4968.91
4967.81
PROPOSED GRADE
EXISTING GROUND
PROPOSED GRADE EXISTING GROUND
24"x36"
STA.=12+15.74
INV.=4967.93
FUTURE GRADE
-4.40%
-2.20%
2.21%
2.40%
PVI STA = 10+00.00
PVI ELEV = 4971.64
PVI STA = 10+13.83
PVI ELEV = 4971.33
PVI STA = 10+16.84
PVI ELEV = 4971.26
PVI STA = 10+19.84
PVI ELEV = 4971.33
PVI STA = 10+44.84
PVI ELEV = 4971.89
PVI STA = 13+03.12
PVI ELEV = 4967.67
136.0' VC
HP ELEV = 4973.35
HP STA = 11+29.98
PVI STA = 11+49.98
PVI ELEV = 4974.41
BVCS: 10+81.98
BVCE: 4972.78
EVCS: 12+17.98
EVCE: 4971.42
A.D. = 6.80
K = 20.00
4940
4945
4950
4955
4960
4965
4970
4940
4945
4950
4955
4960
4965
4970
18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50
EXISTING GROUND
PROPOSED GRADE
4964.11
4963.19
4961.99
4960.70
4959.40
4958.10
4956.80
4955.51
4954.20
4952.86
4951.51
4950.19
4949.10
4948.30
4947.80
4947.58
4947.42
4947.28
4947.16
4947.11
4947.24
4947.37
4947.50
4947.64
4947.78
4947.91
4948.05
4948.19
-2.00%
-2.00%
-0.64%
-5.38%
0.55%
-5.19%
0.50%
0.50%
-0.50%
-0.50%
PVI STA = 10+26.70
PVI ELEV = 4965.24
PVI STA = 10+36.58
PVI ELEV = 4965.05
PVI STA = 14+86.23
LOT 2
LOT 6
LOT 1
LOT 9
LOT 7
LOT 8
LOT 12
LOT 10
LOT 11
LOT 13
LOT 3
LOT 6
LOT 5
LOT 4
LOT 2
LOT 7 LOT 10
LOT 11
LOT 8 LOT 9
LOT 3
LOT 15
LOT 14
LOT 13
LOT 1
LOT 1
TRACT I
TRACT J
TRACT D
DUA&EAE
BLOCK 12
BLOCK 16
E
E
E
E E E
E E E
E
E
E
E
G G
G G
G G
G
G G
G
G
G
G
G
G
G G G G G
E
E
E
E
E
E E
E
E E E E
E
4950
4955
4960
4965
4970
4975
4950
4955
4960
4965
4970
4975
19+50 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50
4961.55
4961.89
4963.90
4966.89
4968.89
4969.22
4967.89
4964.92
4961.41
4962.37
4961.73
4961.48
4961.52
4961.65
4962.24
4962.69
4963.24
4964.65
4965.40
4966.15
4967.54
4968.10
4968.54
4969.13
4969.26
4969.29
4969.04
4968.76
4968.38
4967.29
4966.60
4965.79
4964.05
4963.17
4962.29
4960.53
TIE TO SOUTH
CURB & GUTTER
STA.=14+96.14
EL. = 4968.842
TIE TO NORTH
CURB & GUTTER
STA.=15+50.27
EL. = 4969.263
PLANNED
GRADE
EXISTING
4945
4950
4955
4960
4965
4970
4945
4950
4955
4960
4965
4970
29+00 28+00 27+00 26+00 25+00 24+00 23+00 22+00 21+00 20+00 19+50
4957.93
4955.47
4954.44
4954.70
4955.23
4958.77
4957.18
4956.52
4955.95
4955.08
4954.77
4954.56
4954.40
4954.46
4954.58
4954.83
4954.95
4955.08
4955.39
PROPOSED
GRADE
EXISTING
GROUND
15" RCP
STA.=22+21.17
INV.=4949.20
PROPOSED
GRADE EXISTING
GROUND
0.50%
0.65%
PVI STA = 23+83.12
PVI ELEV = 4955.12
PVI STA = 24+33.12
PVI ELEV = 4955.44
281.7' VC
LP ELEV = 4954.40
LP STA = 22+22.31
PVI STA = 21+16.47
PVI ELEV = 4953.78
BCVS: 19+75.64
BVCE: 4958.75
ECVS: 22+57.31
EVCE: 4954.49
A.D. = 4.02
K = 70.00
15" RCP
S
w
W
H
Y
D
W
TELE
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
S
S
X
X
SS
SS
SS SS
SS
E
G
G
G
T
T
T
W
W
W
W
W
W
RED WILLOW DR
ROSEN DRIVE
S
w
W
PROPOSED "STOP" SIGN
w/ STREET NAMES
13'
PROJECTED FL
PROPOSED "25 MPH SPEED LIMIT" SIGN
5
5
5
5
3
VAULT
VAULT
VAULT
S
SS SS
T
W
W
5' SIDEWALK
9' UTILITY EASEMENT
VAULT
TELE
VAULT
TELE
S S
S
ELEC
E
ELEC
BRKR
X
X
X X X X X X X X X
X
X X X X
X
X
X
X
X X
X
X
X
X
X
X X
X
X X X
X
X X
X X
X X X X X X X X X
X
X
X
X
SS
SS
SS
SS
SS SS SS
VAULT
F.O.
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
VAULT
VAULT
LOT 8
LOT 7
63.72
64.19
63.35
63.43
63.79
63.99
63.90
64.57
64.15
63.96
2.2%
2.0%
1.8%
1.1% 0.2%
0.6%
2.0%
0.9%
1.0%
0.8%
64.39
64.81
64.39
1.5%
2.0%
62.90
63.05
1.9%
1.9%
2.2%
1.2%
2.4%
2.2%
2.2%
0.5%
0.5%
0.5%
77' CROWN TRANSITION
78' CROWN TRANSITION
64.20
62.10
63.34
61.68
61.72
2.3% 2.3%
63.61
63.15
LOT 1
LOT 1
BLOCK 12
BLOCK 13
BLOCK 10
MISTY MEADOW DR
CROAKING TOAD DR
90' CROWN TRANSITION
63.54
0.5%
VAULT
VAULT
VAULT
AUTUMN BREEZE CT
LOT 10
LOT 9
LOT 8
LOT 5
LOT 4
LOT 3
LOT 7
BLOCK 8
R50''
48.58
47.36
48.34
48.99
HP
48.08
1.0%
1.0%
1.0%
0.5%
2.0%
1.5%
2.0%
4.5' SIDEWALK
46.90
46.56
46.71
0.5%
46.65
46.80
2.0%
47.10
R50'
2.4%
2.5%
2.6%
2.8%
DANCING CATTAIL DR
46.47
46.80
46.80
0.5%
0.0%
0.6%
0.5%
2.0%
6' CROSSPAN
46.80
46.80
47.32
47.32
47.40
47.40
46.48
47.02
47.06
46.51
VAULT
LOT 3
LOT 2
LOT 7
LOT 1
36' FL-FL
R20'
R50' R58'
45.5'
47.5'
PROJECTED FLOWLINE
DANCING CATTAIL DR
WINDY WILLOW DR
49.86
50.16
50.45
50.21
49.63
49.40
0.6%
0.7%
0.5%
0.2%
1.1%
0.5%
0.5%
0.8%
0.5%
0.5%
LOT 6
49.83
49.40
50.41
50.82
50.62
49.93
50.33
51.03
50.45
53'
ROW
30'
FL-FL
0.5%
2.5% 2.5%
3.0%
3.0%
2.7%
2.8%
2.8%
2.5%
2.8%
50.94
50.34
57' ROW
0.7%
0.7%
1.0%
0.4%
2.8%
E E
E
E
E
E
E
E
E E
E
E E
E
E E
E
E
E E
E
E E
E
E
E
E
E
E
E
G G G
G G
G G
G
G
G
G
G G
G G
G G G
G G G
G
G
G
G
G
G
E
E
E E
G
G G
VAULT
VAULT
VAULT
14+50
15+00
15+50
16+00
16+50
17+00
17+50
18+00
18+50
19+00
19+50
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G G
VAULT
VAULT
21+00
21+50
22+00
22+50
23+00
23+50
24+00
24+50
25+00
25+50
STORM DRAIN 3
SEE SHEET ST3
STORM DRAIN 2
SEE SHEET
ST2
VERTICAL CURB
AND GUTTER
LOT 1
12" W
12" W
X
SS
VAULT
ELEC
X
X
X
X
X
IRR
WM WM WM WM
WM
WM
WM WM
WM
WM
WM
WM WM
WM WM
WM
WM
WM
WM WM
WM WM WM
WM
WM
WM WM
WM WM WM WM
WM
WM
WM
WM
WM
WM WM
WM
WM
WM
WM
WM
UD
UD
UD
E
E E
E
E
E E
E
E
E
E
E E
E E E E
E
E E
E E
E E
E E
UD
UD UD
UD
UD UD UD UD UD
UD
UD UD
UD
UD UD
UD
UD UD
UD
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
TELE
T
VAULT
TELE
W
S
O
H
Y
D
W
TELE
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
Sheet
RENNAT 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
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EC2
EROSION CONTROL DETAILS
56
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VEHICLE TRACKING CONTROL PAD SHALL BE LOCATED AT EVERY ACCESS POINT TO THE CONSTRUCTION SITE.
A SIGN SHALL BE PLACED NEXT TO THE VEHICLE TRACKING CONTROL PAD TO DESIGNATE THE LOCATION AS THE CONSTRUCTION ENTRANCE/EXIT.
VEHICLE TRACKING CONTROL PADS SHALL CONSIST OF HARD, DENSE, DURABLE STONE, ANGULAR IN SHAPE AND RESISTANT TO WEATHERING. ROUNDED STONE (i.e.
RIVER ROCK AND COBBLES) SHALL NOT BE USED. THE STONES SHALL BE A MINIMUM OF 3" AND A MAXIMUM OF 6" DIAMETER. THE STONES SHALL HAVE A SPECIFIC
GRAVITY OF AT LEAST 2.6. CONTROL OF GRADATION WILL BE BY VISUAL INSPECTION.
ANY CRACKED OR DAMAGED CURB AND GUTTER AND SIDEWALK SHALL BE REPLACED BY CONTRACTOR.
INSTALLATION NOTES:
1.
2.
3.
4.
CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL PAD DAILY. ROCK SURFACE SHALL BE CLEAN AND LOOSE ENOUGH TO RUT SLIGHTLY UNDER WHEEL
LOADS AND CAUSE LOOSE ROCK TO DISLODGE MUD FROM TIRES. WHEN ROCK BECOMES COMPACTED OR FILLED WITH SEDIMENT SO THAT THE EFFECTIVENESS OF
THE PAD IS DIMINISHED, CONTRACTOR SHALL RIP, TURN OVER, OR OTHERWISE LOOSEN ROCK, PLACE ADDITIONAL NEW ROCK, OR REPLACE WITH NEW ROCK AS
NECESSARY TO RESTORE EFFECTIVENESS.
SEDIMENT AND OTHER MATERIAL SPILLED, DROPPED OR TRACKED ONTO PAVED SURFACES SHALL BE REMOVED IMMEDIATELY OR BY THE END OF EACH WORKING
DAY.
VEHICLE TRACKING CONTROL PAD SHALL BE REMOVED AT THE END OF CONSTRUCTION. THE AREA SHOULD BE TOPSOILED, SEEDED, CRIMPED, AND MULCHED OR
OTHERWISE STABILIZED.
MAINTENANCE NOTES:
1.
2.
3.
CONSTRUCTION FENCE, TYP., TO DISCOURAGE
VEHICLE ACCESS EXCEPT AT VTC
SIGN "CONSTRUCTION ENTRANCE"
R=5'
20' MIN.
3" - 6" ROCK
NO MATERIALS INCLUDING 2x4'S, PIPES,
DIRT, GRAVEL OR ASPHALT, SHALL BE
PLACED IN GUTTER TO FACILITATE
Sheet
RENNAT 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
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EC3
EROSION CONTROL DETAILS
57
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R
007
EROSION CONTROL FOR CONSTRUCTION
ON INDIVIDUAL RESIDENTIAL LOTS
PLANTED RIPRAP INSTALLATION
RR
008
009 RIPRAP SCHEDULE
Storm Line Pipe
Diameter
(ft)
Riprap
Type
Length
of Riprap
(ft)
Width
of Riprap
(ft)
2*d50,
Depth of Riprap
(ft)
Storm Line 1 2.00 Type L 12.00 10.00 1.5
Storm Line 2 1.25 Type L 10.00 5.00 1.5
Storm Line 3 1.25 Type L 5.00 5.00 1.5
Storm Line 4 1.00 Type L 5.00 5.00 1.5
Storm Line 5 1.00 Type M 5.00 5.00 2.0
Storm Line 6 2.00 Type L 14.00 12.00 1.5
Storm Line 7 2.00 Type L 8.00 8.00 1.5
Sheet
RENNAT 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
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D1
UTILITY DETAILS
58
100 BEDDING REQUIREMENTS
C:\Work\MAPPING\BLOCKS\Logos\SS-New\SFCSD.bmp
101 TYPICAL MANHOLE DETAIL 102 SANITARY SEWER SERVICE CONNECTION
C:\Users\smvst\AppData\Local\Temp\A$C0DD72148.dib
104 AIR & VACUUM RELIEF VALVE INSTALLATION 105 TYPICAL UTILITY SERVICE LOCATION
106 STANDARD MANHOLE COVER
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
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103 TYPICAL GROUNDWATER BARRIER DETAIL
Sheet
RENNAT SUBDIVISION These drawings are
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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
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D2
UTILITY DETAILS
59
200 BEDDING REQUIREMENTS 201 TYPICAL CONCRETE THRUST BLOCKS
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
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202 TYPICAL FIRE HYDRANT INSTALLATION 203 TPYICAL GATE VALVE INSTALLATION
204 TYPICAL UTILITY SERVICE LOCATION 205 TYPICAL METER PIT INSTALLATION
WATER LOWERING ELEVATIONS
CROSSING 1 2 3 4 D (FT) T (FT)
STORM 1 4946.17 4943.4 4943.4 4946.17 2 2.77
STORM 1 4949.5 4944.9 4944.9 4949.5 1.5 4.6
STORM 1 4950.76 4945.88 4945.88 7950.76 1.5 4.88
STORM 2 4949.84 4946.95 4946.95 4949.84 1.25 2.89
STORM 2 4952.45 4948.48 4948.48 4952.45 1.25 3.97
STORM 2 4953.28 4950.58 4950.58 4953.28 1.25 2.7
STORM 3 4949.59 4947.41 4947.41 4949.59 1.25 2.18
207 WATER LOWERING ELEVATIONS
1
2 3
4
206 SLEEVE LOCATIONS DETAIL
Sheet
RENNAT SUBDIVISION These drawings are
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provided by Northern
Engineering Services, Inc.
and are not to be used for
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the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
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D3
DRAINAGE DETAILS
60
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302 BEDDING REQUIREMENTS
300 TYPE-C INLET 301 SINGLE CURB INLET
A A
B
B
A A
304 INLET SCHEDULE
INLET SCHEDULE
Inlet ID Inlet Size Inlet Type
1-2 Single Combination
1-3 Single Combination
1-4 Single Combination
1-5 Single Combination
1-6 Single Combination
1-7 Single Combination
2-2 Single Area
2-3 Single Combination
3-2 Single Combination
3-3 Single Combination
7-3 Triple Combination
302 STORM MANHOLE DETAIL 400 CONCRETE TRICKLE PAN
A A
SECTION A-A
DIRECTION OF FLOW
PROPOSED NATIVE
MATERIAL SUBBASE
FLOWLINE OF NOTCH
FINISH GROUND
D
L
W
6.0"
DIRECTION OF FLOW
CONCRETE
RUN-DOWN
NOTE:
1. SEE GRADING PLAN FOR ELEVATIONS AND
SLOPES.
2" NOTCH
6" TYP.
6" TYP.
4' CONCRETE PAN &
SIDEWALK CHASE
9.5' CONCRETE RUNDOWN
11.5' CONCRETE
PAN & SIDEWALK
CHASE
4.5' CONCRETE
SIDEWALK CHASE
PROPOSED CURB & GUTTER
& 4' CURB CUT
ELEV B
ELEV A
ELEV C
Sheet
RENNAT SUBDIVISION These drawings are
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Engineering Services, Inc.
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the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
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D4
DRAINAGE DETAILS
61
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SECTION B-B
C C
A
A
B
B
SECTION C-C
SECTION A-A SECTION B-B
WELL SCREEN FLOW CONTROL PLATE
PLAN
GENERAL NOTES
SECTION D-D
D
D
A A
ABBREVIATIONS
LEGEND
Sheet
RENNAT SUBDIVISION These drawings are
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and are not to be used for
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the employ of Northern
Engineering Services, Inc.
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D5
DRAINAGE DETAILS
62
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501 BIORETENTION DETAIL
D5
1. CONTRACTOR SHALL INSTALL BIORETENTION BASINS ACCORDING TO THE APPROVED PLANS AND/OR CONSTRUCTION
SPECIFICATIONS.
2. PRE-CONSTRUCTION
2.1. CONTRACTOR SHALL AVOID COMPACTION OF THE BIORETENTION BASIN AREA TO PRESERVE EXISTING
INFILTRATION RATES.
2.2. CONTRACTOR SHALL CALL FOR CITY INSPECTIONS AT THE INTERVALS STIPULATED IN THE "DURING
CONSTRUCTION INSPECTION CHECKLISTS".
3. DURING CONSTRUCTION:
3.1. CONTRACTOR SHALL PROVIDE CONSTRUCTION OBSERVATION DURING CONSTRUCTION OF THE BIORETENTION
BASIN TO ENSURE COMPLIANCE WITH THE APPROVED PLANS AND DESIGN SPECIFICATIONS.
3.2. LOOSE MATERIALS SHALL NOT BE STORED ON THE BIORETENTION AREA.
3.3. THE CONTRACTOR SHALL, AT ALL TIMES DURING AND AFTER SYSTEM INSTALLATION, PREVENT SEDIMENT, DEBRIS
AND DIRT FROM ANY SOURCE FROM ENTERING THE BIORETENTION SYSTEM.
A B G W
LOT GRADING NOTES LEGEND
505 TYPICAL LOT GRADING
PLAN VIEW ISOMETRIC VIEW
GRADING PLAN
TYPE "G" (GARDEN LEVEL) LOT
PLAN VIEW ISOMETRIC VIEW
GRADING PLAN
TYPE "B" LOT
PLAN VIEW ISOMETRIC VIEW
GRADING PLAN
500 TYPE "A" LOT GRADING PLAN 501 TYPE "B" LOT GRADING PLAN
503 TYPE "G" (GARDEN LEVEL) LOT GRADING PLAN 504 TYPE "W" (WALKOUT LEVEL) LOT GRADING PLAN
OVERLOT GRADING NOTES:
1. OVERLOT GRADING WILL UTILIZE FINISHED FRONT AND BACK LOT CORNERS AS SHOWN
ON THESE GRADING PLANS. INTERIOR FINISHED LOT GRADES SHOWN ON THESE PLANS
ARE EXPECTED TO BE ACHIEVED UTILIZING MATERIAL FROM THE BASEMENT
EXCAVATIONS; THEREFORE, ONLY THE LOT CORNER ELEVATIONS NEED TO BE
ESTABLISHED PRIOR TO ISSUANCE OF BUILDING PERMITS. INTERIOR AND SIDE LOT
ELEVATIONS WILL NOT BE ACHIEVED UNTIL THE HOME IS CONSTRUCTED. INDIVIDUAL
LOT GRADING CERTIFICATIONS WILL VERIFY ALL PERTINENT ELEVATIONS AFTER THE
HOME HAS BEEN CONSTRUCTED.
2. THESE OVERLOT TEMPLATES DO NOT GUARANTEE AN EARTHWORK BALANCE. IMPORT
AND/OR EXPORT MAY BE REQUIRED. THE INTENT OF THESE OVERLOT TEMPLATES IS TO
PROVIDE GENERAL GUIDANCE FOR OVERLOT GRADING. THESE TEMPLATES MAY NOT
APPLY TO ALL LOTS. FIELD CHANGES CAN BE MADE SO LONG AS LOT CORNERS AND
DRAINAGE PATTERNS REMAIN PER PLAN.
3. TYPICAL OVERLOT GRADING SHALL BE AT THE DEVELOPER'S DISCRETION. THE TYPE OF
FOUNDATION SHOULD BE CONSIDERED WHEN DETERMINING OVERLOT EXTENTS.
TEMPLATES SHOWN ARE SUGGESTED GRADING. CONTRACTOR/DEVELOPER MAY
ADJUST AS NECESSARY TO BALANCE GRADING. LOT CORNER ELEVATIONS AS SHOWN
ON THESE PLANS MAY NOT BE MODIFIED WITHOUT PRIOR APPROVAL OF THE CITY AND
ENGINEER.
502 TYPICAL OVERLOT GRADING
LOT GRADING RECOMMENDATIONS:
PLAN VIEW
Sheet
RENNAT SUBDIVISION These drawings are
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CALL UTILITY NOTIFICATION CENTER OF
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Sheet
RENNAT SUBDIVISION These drawings are
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provided by Northern
Engineering Services, Inc.
and are not to be used for
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D7
SITE DETAILS
64
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R
700 CURB AND GUTTER/SIDEWALK
GENERAL NOTES:
1. 6 IN. X 6 IN. X 10/10 WWF SHALL BE INSTALLED
IN RADIUS AND PAN.
2. MINIMUM 6 IN. WIDE PAN FOR RESIDENTIAL
STREET.
3. MINIMUM 10 FT. WIDE PAN FOR ARTERIAL AND
COLLECTOR STREETS.
701 STREET INTERSECTION GUTTER DETAIL 703 ASPHALT PAVING DETAIL (CROSSPAN)
704 STANDARD DRIVEWAY APPROACH (TYPE I) 705 SUBDRAIN MAIN INSTALLATION DETAILS 706 STANDARD SIDEWALK DETAIL
Sheet
RENNAT SUBDIVISION These drawings are
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D8
SITE DETAILS
65
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800 CURB AND GUTTER/SIDEWALK
805 BICYLCE LANE MARKING
802 ACCESS ROAD STENCILING AND SIGN INSTALLATION
804 DEAD END BARRICADE) 806 STANDARD SIDEWALK DETAIL
801 FIRE ACCESS ROAD SIGNS 803 STREET NAME SIGN
NOTES:
1. THE SIGN PLATE SHALL BE A MINIMUM OF 12"X18" WITH A THICKNESS OF .080
ALUMINUM CONSTRUCTION.
2. THE SIGN FACE SHALL HAVE A WHITE REFLECTIVE BACKGROUND WITH A RED
LEGEND. USE THE STANDARD 3M SCOTCHLITE SIGN FACE NUMBER R7-32 OR
EQUIVALENT, WITH RED LETTERING AS SHOWN ABOVE.
3. ARROWS MAY BE NEEDED (LEFT, RIGHT OR DOUBLE), TO DESIGNATE BEGIN AND END OF
NO PARKING AREA.
FIRE
LANE
NO
PARKING
BY ORDER OF THE
FIRE MARSHAL
STANDARD
FIRE LANE SIGN DETAIL
UNIVERSAL
FIRE LANE SIGN DETAIL
18"
2"
1 1/2"
3/4"
12" 12"
FIRE LANE
COLOR SCHEDULE
BACKGROUND
"P"
Sheet
RENNAT SUBDIVISION These drawings are
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D9
SITE DETAILS
66
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900 TRUNCATED DOME WARNING 901 SUBDRAIN MAIN INSTALLATION DETAILS 902 ASPHALT PAVING DETAIL (CROSSPAN)
RED
WHITE
BLACK
LEGEND, CIRCLE DIAGONAL, BORDER,
"ARROW", "FIRE LANE"
(FORT COLLINS ONLY)
75'
75'
15'
15'
12"-18"
(TYP.)
STANDARD DETAIL 1
(WITHOUT STENCIL)
100'
15'
15'
12"-18"
(TYP.)
STANDARD DETAIL 1
(WITH STENCIL)
FIRE LANE NO PARKING
STENCIL SHALL
BE CENTERED
BETWEEN SIGNS
ON CURB FACE
15'
DETAIL 3
(65' OR LESS)
15'
65'
STENCIL SHALL
START 15' IN
SIGN SHALL
BE CENTERED
12"-18"
(TYP.)
FIRE LANE NO PARKING FIRE LANE NO PARKING
MUST BE PRE-APPROVED
ACCESS OFFICER MUST
PRE-APPROVE THIS
APPLICATION
2 APPROVED
FIRE LANE
SIGNS-BACK
TO BACK
35'
carport parking
NOTE:
APPROVED FIRE LANE SIGNS SHALL BE INSTALLED 12" TO 18"
FROM BACK OF CURB OR BACK OF SIDEWALK.
SIGN MUST FACE THE ONCOMING TRAFFIC.
STENCILS SHALL BE IN WHITE LETTERING (3" HT. 1/2" STROKE) ON
RED PAINTED CURB.
STENCIL SHALL READ "FIRE LANE NO PARKING"
1.
2.
3.
4.
R
D6
GRADING DETAILS
63
OVERLOT TEMPLATE "A" LOT
OVERLOT TEMPLATE "B" LOT
OVERLOT TEMPLATE WALKOUT/GARDEN LEVEL
4. GEOTEXTILE LINERS:
4.1. WHERE USED, GEOTEXTILE LINERS (PERMEABLE OR IMPERMEABLE AS PER PLAN) SHALL BE INSTALLED ALONG
PERIMETER OF CROSS-SECTION OF THE BIORETENTION CELL.
4.2. WHERE USED, GEOTEXTILE LINERS SHALL BE PLACED IN ACCORDANCE WITH MANUFACTURER'S STANDARDS AND
RECOMMENDATIONS. ALL SEAMS AND OPENINGS IN THE LINER SHALL BE SEALED ACCORDING TO
MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS.
4.3. WHERE USED, IMPERMEABLE GEOMEMBRANE SHEET / LINER SHALL BE 40 MIL THICK, HIGH-DENSITY
POLYETHYLENE DESIGNED SPECIFICALLY FOR FLEXIBLE GEOMEMBRANE APPLICATIONS. ADJACENT STRIPS OF
IMPERMEABLE LINER SHALL OVERLAP A MINIMUM OF 18", OR PER MANUFACTURER'S SPECIFICATION.
4.4. WHERE USED, CONTRACTOR TO PLACE LINER IN A WAY THAT ENSURES ENOUGH SLACK IN THE LINER TO ALLOW
FOR BACKFILL AND SETTLING WITHOUT TEARING THE LINER.
5. AGGREGATES AND BSM:
5.1. ALL AGGREGATES SHALL BE ANGULAR, CRUSHED, WASHED ROCK, CLEAN OF DEBRIS AND WITH NO MORE THAN 1%
FINES.
5.2. RESERVOIR AGGREGATE SHALL BE GRADATION ASTM #57 OR #67.
5.3. DIAPHRAGM AGGREGATE SHALL BE "PEA GRAVEL", WITH GRADATION ASTM #8, #89 OR #9.
5.4. THE BIORETENTION SOIL SHALL MEET THE CITY BIORETENTION SAND MEDIA ("BSM") SPECIFICATION FOUND
AT:https://www.fcgov.com/utilities/business/builders-and-developers/development-forms-guidelines-regulations/
NOTES:
8" MIN
4" MIN DIAMETER
PERFORATED PVC
UNDERDRAIN
2" MIN
30" MIN
12" MAX
1
GEOTEXTILE LINER
(AS PER PLAN)
MAXIMUM ALLOWABLE
PONDING DEPTH IS 12"
FROM THE TOP OF THE
MULCH
4 MAX
NON-FLOATABLE
MULCH (AS PER
PLAN)
3"
PONDING DEPTH MUST
NOT EXCEED FLOWLINE
ELEVATION OF ADJACENT
GUTTER
FOREBAY IS REQUIRED TO
BE PLACED AT ALL INFLOW
LOCATIONS; WITH A
MINIMUM 3" DROP FROM
GUTTER FLOWLINE TO
FOREBAY
4" MIN DEPTH OF
DIAPHRAGM AGGREGATE
8" MIN DEPTH OF
RESERVOIR AGGREGATE
18" MIN DEPTH OF
BIORETENTION SAND
MEDIA
8" MIN DEPTH
THICKENED CURB
ADJACENT TO
VEHICULAR
PAVEMENTS
OVERFLOW
RISER OPTION
(AS PER PLAN)
8" MIN DEPTH
THICKENED CURB
ADJACENT TO
VEHICULAR
PAVEMENTS
STANDARD CROSS-SECTION
1
2
WALLED CROSS-SECTION
PONDING DEPTH MUST
NOT EXCEED FLOWLINE
ELEVATION OF ADJACENT
GUTTER
18" MIN
4"
12" MAX
30" MIN
36" MIN
BASIN WIDTH
COVER PLATE
8"
SIDEWALK CHASE
18" MIN
OVERFLOW RISER
OPTION (AS PER PLAN)
REINFORCED
CONCRETE WALLS (AS
PER PLAN)
4" MIN DEPTH OF
DIAPHRAGM AGGREGATE
8" MIN DEPTH OF
RESERVOIR AGGREGATE
18" MIN DEPTH OF
BIORETENTION SAND MEDIA
MAXIMUM ALLOWABLE
PONDING DEPTH IS 12"
FROM THE SURFACE OF
THE MULCH
4" MIN DIAMETER
PERFORATED PVC
UNDERDRAIN
6. UNDERDRAIN:
6.1. UNDERDRAIN PIPE TO BE PERFORATED OR SLOTTED. PERFORATIONS OR SLOTS TO BE SMALLER THAN SURROUNDING AGGREGATE TO ENSURE AGGREGATE DOES NOT
FALL INTO OR CLOG THE OPENINGS.
6.2. DO NOT WRAP UNDERDRAIN WITH GEOTEXTILE OR SOCK.
6.3. UNDERDRAIN PIPE MUST OUTFALL BY GRAVITY AND MUST TIE INTO A STORMWATER PIPE, INLET OR SYSTEM AND THE LOCATION MUST BE APPROVED BY THE CITY. THE
UNDERDRAIN TIE-IN SHALL MEET ALL REQUIRED PIPE SIZE, TYPES, AND COVER REQUIREMENTS THAT MAY APPLY TO PIPING THAT EXTENDS BEYOND THE LIMITS OF THE
BIORETENTION CELL AND ENCROACHES INTO PUBLIC RIGHT-OF-WAY OR OTHER PROPERTY.
7. OVERFLOW INLET:
7.1. AN OVERFLOW INLET OR RISER PIPE SHALL BE PROVIDED.
7.2. ALL OVERFLOW RISER PIPE SHALL BE CAPPED WITH A DOME-SHAPED GRATE.
7.3. AN EMERGENCY OVERFLOW ROUTE SHALL BE PROVIDED AND THE LOCATION SHALL BE IDENTIFIED ON THE PLANS.
8. CLEANOUTS:
8.1. PROVIDE CLEANOUTS (AS PER PLAN) TO ALLOW INSPECTION (BY CAMERA) OF THE UNDERDRAIN SYSTEM DURING AND AFTER CONSTRUCTION.
8.2. CLEANOUTS SHALL BE PROVIDED AT EACH BEND GREATER THAN OR EQUAL TO 90° AND EVERY 100' ALONG A STRAIGHT RUN. CLEANOUT SHALL BE INSTALLED PER THE
APPROVED PLANS.
8.3. CLEANOUTS SHALL BE A SOLID WALL PVC STRUCTURE FOR ALL VERTICAL SECTIONS WITH FITTINGS TO CONNECT TO DISTRIBUTION AND UNDERDRAIN PIPING
MATERIALS, AS REQUIRED.
9. FOREBAY:
9.1. THE FOREBAY SHALL BE EASILY ACCESSIBLE WITH A HARD SURFACED BOTTOM FOR MAINTENANCE PURPOSES.
10. LANDSCAPE MATERIALS
10.1. CONTRACTOR SHALL NOT PLACE WEED BARRIER ANYWHERE WITHIN THE BIORETENTION BASIN. IF MULCH IS PLACED IN THE BIORETENTION BASIN, IT MUST BE
NON-FLOATABLE.
10.2. IF MULCH OR COBBLES ARE PLACED IN THE BIORETENTION BASIN, THE MAXIMUM ALLOWABLE WATER DEPTH OF 12" AND REQUIRED BASIN VOLUME MUST BE
MEASURED FROM THE TOP SURFACE OF THE MULCH OR COBBLE.
10.3. ROLLED TURF OR SOD IS NOT AN ALLOWABLE LANDSCAPE MATERIAL FOR BIORETENTION BASINS. LOW WATER CONSUMPTION LANDSCAPE PLANTINGS ARE
PREFERRED FOR BIORETENTION BASINS.
10.4. LANDSCAPE PLANTINGS SHALL NOT BE PLACED TO IMPEDE DRAINAGE INTO OR OUT OF THE BIORETENTION BASIN.
10.5. TEMPORARY IRRIGATION MAY BE INSTALLED TO ESTABLISH LANDSCAPING OR SEED IN THE BIORETENTION BASIN.
2" MIN
8" MIN
4"
8"
NATIVE SOIL
ZONE
FLAT
APPROVED:
DETAILS DRAWN BY:
CONSTRUCTION DATE REVISED:
STORMWATER DETAIL
BIORETENTION
D-53
CITY OF FORT COLLINS
BIORETENTION SAND MEDIA SPECIFICATION
PART 1 - GENERAL
A.Bioretention Sand Media (BSM) shall be uniformly mixed, uncompacted, free of stones, stumps, roots, or other similar objects larger
than two inches. No other materials or substances shall be mixed or dumped within the bioretention area that may be harmful to
plant growth or prove a hindrance to the facility's function and maintenance.
B.BSM shall be free of plant or seed material of non-native, invasive species, or weeds.
C.Fully mixed BSM shall be tested prior to installation and meet the following criteria:
1. P-Index of less than 30
2. pH of 5.5-6.5. Should pH fall outside of the acceptable range, it may be modified with lime (to raise) or iron sulfate plus sulfur (to
lower). The lime or iron sulfate must be mixed uniformly into the BSM prior to use in the bioretention facility.
3. Cation Exchange Capacity (CEC) greater than 10
4. Phosphorous (Phosphate, P2O5) not to exceed 69 ppm
5. BSM that fails to meet the minimum requirements shall be replaced at the Contractor's expense.
D.BSM shall be delivered fully mixed in a drum mixer. Onsite mixing of piles will not be allowed. Mixing of the BSM to a homogeneous
consistency shall be done to the satisfaction of the Owner.
PART 2 - SOIL MATERIALS
A.Sand
1. BSM shall consist of 60-70% sand by volume meeting ASTM C-33.
B. Shredded Paper
1. BSM shall consist of 5-10% shredded paper by volume.
2. Shredded paper shall be loosely packed, approximate bulk density of 50-100 lbs/CY.
3. Shredded paper shall consist of loose leaf paper, not shredded phone books, and shall be thoroughly and mechanically mixed to
prevent clumping.
C.Topsoil
1. BSM shall consist of 5-10% topsoil by volume.
2. Topsoil shall be classified as sandy loam, loamy sand, or loam per USDA textural triangle with less than 5% clay material.
3. Onsite, native material shall not be used as topsoil.
4. Textural analysis shall be performed on topsoil, preferably at its source, prior to including topsoil in the mix. Topsoil shall be free
of subsoil, debris, weeds, foreign matter, and any other material deleterious to plant health.
5. Topsoil shall have a pH range of 5.5 to 7.5 and moisture content between 25-55%.
6. Contractor shall certify that topsoil meets these specifications.
D.Leaf Compost
1. BSM shall consist of 10-20% leaf compost by volume.
2. Leaf compost shall consist of Class 1 organic leaf compost consisting of aged leaf mulch resulting from biological degradation
and transformation of plant-derived materials under controlled conditions designed to promote aerobic decomposition.
3. The material shall be well composted, free of viable weed seeds and contain material of a generally humus nature capable of
sustaining growth of vegetation, with no materials toxic to plant growth.
4. Compost shall be provided by a local US Composting Council Seal of Testing Assurance (STA) member. A copy of the provider's
most recent independent STA test report shall be submitted to and approved by the Owner prior to delivery of BSM to the project
site.
5. Compost material shall also meet the following criteria:
a. 100 percent of the material shall pass through a 1/2 inch screen
b. PH of the material shall be between 6.0 and 8.4
c. Moisture content shall be between 35 and 50 percent
d. Maturity greater than 80 percent (maturity indicator expressed as percentage of germination/vigor, 80+/80+)
e. Maturity indicator expressed as Carbon to Nitrogen ration < 12
f. Maturity indicator expressed as AmmoniaN/NitrateN Ratio <4
g. Minimum organic matter shall be 40 percent dry weight basis
h. Soluble salt content shall be no greater than 5500 parts per million or 0-5 mmhos/cm
i. Phosphorus content shall be no greater than 325 parts per million
j. Heavy metals (trace) shall not exceed 0.5 parts per million
k. Chemical contaminants: meet or exceed US EPA Class A standard, 40 CFR 503.13, Tables 1 & 3 levels
l. Pathogens: meet or exceed US EPA Class A standard, 40 CFR 503.32(a) levels
PART 3 - EXECUTION
A.General
1. Refer to project specifications for excavation requirements.
B.Placement Method
1. BSM material shall be spread evenly in horizontal layers.
2. Thickness of loose material in each layer shall not exceed 9-inches.
3. Compaction of BSM material is not required.
502 BIORETENTION SAND MEDIA SPECIFICATIONS
12" - 30" DRAIN BASIN 12" - 30" INLINE DRAIN
BACKFILL MATERIAL BELOW AND TO
SIDES OF STRUCTURE SHALL BE NATIVE SOIL
AND BE PLACED UNIFORMLY IN 12" LIFTS AND
COMPACTED TO A MIN OF 90%
DWG SIZE A SCALE 1:25 SHEET 1 OF 1 DWG NO. 7001-110-111 REV B
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
www.nyloplast-us.com
12 IN - 30 IN DB & ID NON TRAFFIC INSTALLATION
TITLE
PROJECT NO./NAME
MATERIAL
DATE
APPD BY
DATE 9-30-99
THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY CJA
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
TECHNICAL INFORMATION SHOWN HEREIN
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
CONTAINED HEREIN, OR MANUFACTURE OF ANY
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST.
9-30-99
CJA
NON TRAFFIC INSTALLATION
BACKFILL MATERIAL BELOW AND TO
SIDES OF STRUCTURE SHALL BE NATIVE SOIL
AND BE PLACED UNIFORMLY IN 12" LIFTS AND
COMPACTED TO A MIN OF 90%
503 TYPICAL BASIN INSTALLATION OPTIONS
505
D5
MODIFIED WATER QUALITY OUTLET STRUCTURE
504
D5
POND OUTLET STRUCTURE (FORT COLLINS DETAIL D-46)
ExistWet
Pond Pond 1
Rain
Garden 1
ELEV A 4940.00 4947.9 4944.5
ELEV B 4943.00 4949.9 4945.5
ELEV C 4944.00 4950.9 4945.5
D wq (FT) N/A N/A N/A
LS (FT) 4.00 4.00 4.00
WS (FT) 4.00 4.00 4.00
WO (FT) 1.00 1.00 1.00
HOLE DIA (INCH) N/A N/A N/A
# ROWS N/A N/A N/A
# COLUMNS N/A N/A N/A
100-YR ORIFICE
(INCH) 7.25 N/A N/A
SPILLWAY ELEV. 4944.5 4953.0 4946.3
WQ Pond 1 WQ Pond 2
ELEV 1 4941.1 4941.00
ELEV 2 4943.01 4942.2
ELEV 3 4943.61 4943.2
D wq (FT) 1.00 1.00
W1 (FT) 4.00 4.00
L1 (FT) 11.75 3.00
L2 (FT) 3.00 3.00
L3 (FT) 15.75 7.00
HOLE DIA (INCH) 7/8 1/2
# ROWS 4 3
# COLUMNS 1 1
100-YR ORIFICE
(INCH) N/A N/A
SPILLWAY ELEV. 4944.0 4943.7
R
403 CONCRETE FLARED END SECTION
D4
E
C B
E
E
C
D
PLAN
404 FLARED END SECTION TRASH RACK (STORM LINE 2)
D4
SECTION C-C
SECTION B-B
SECTION A-A
DETAIL 1
PLAN
A
A
B
C C
B
401 CONCRETE SIDEWALK CULVERT
402 DETENTION POND DEPTH GAUGE
405 CONCRETE FOREBAY DETAIL
FOREBAY 1
(WQ POND 1)
FOREBAY 2
(WQ POND 2)
W(FT) 10 10
L(FT) 10 12
D(FT) 1.5 1
ELEV A 4941.93 4941.29
ELEV B 4944.76 4943.6
ELEV C 4945.2 4944.22
401 METAL SIDEWALK CULVERT
MOUNTING CURB; HOWEVER, CURB MAY BE
CUT DOWN TO A HEIGHT OF 2" OR HIGHER
FOR EASIER ACCESS AND REPLACED AT
PROJECT COMPLETION. OTHER ACCESS
DEVICES MAY BE USED AS ACCEPTED BY
THE CITY.
CURB CUT
50' MIN.
2" MIN. 6" MIN.
6" MIN.
ALTHOUGH NOT NORMALLY USED, THE CITY RESERVES THE RIGHT TO REQUIRE VEHICLE TRACKING CONTROL WITH A TEMPORARY CATTLE GUARD
AND/OR WHEEL WASH FACILITIES AT SITES WHERE TRACKING ONTO PAVED AREAS BECOMES A SIGNIFICANT PROBLEM AS DETERMINED BY THE CITY
INSPECTOR.
IF VEHICLE TRACKING CONTROL WITH WHEEL WASH FACILITIES ARE REQUIRED, ALL WHEELS ON EVERY VEHICLE LEAVING THE SITE SHALL BE
CLEANED OF MUD USING A PRESSURE-WASHER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A WATER SOURCE AND CONSTRUCTING
A WASHWATER SEDIMENT TRAP.
5.
6.
IF VEHICLE WHEEL WASH FACILITIES ARE REQUIRED, CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL AND WHEEL WASH FACILITIES DAILY.
ACCUMULATED SEDIMENTS SHALL BE REMOVED FROM THE PAD SURFACE.
ACCUMULATED SEDIMENT IN THE WASHWATER/SEDIMENT TRAP SHALL BE REMOVED WHEN THE SEDIMENT REACHES AN AVERAGE DEPTH OF 12-INCHES.
4.
5.
VTC
000 CONCRETE WASHOUT AREA
002 ROCK SOCK DETAIL 003 VEHICLE TRACKING CONTROL PAD
ROCK SOCK SECTION ROCK SOCK PLAN
ROCK SOCK JOINTING
ROCK SOCK INSTALLATION NOTES
1. SEE PLAN VIEW FOR:
- LOCATION (S) OF ROCK SOCKS.
2. CRUSHED ROCK SHALL BE 11
2" (MINUS) IN SIZE WITH A FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH
GRADATION SHOWN ON THIS SHEET (11
2" MINUS).
3. WIRE MESH SHALL BE FABRICATED OF 10 GAGE POULTRY MESH, OR EQUIVALENT, WITH A MAXIMUM OPENING OF
1
2", RECOMMENDED MINIMUM ROLL WIDTH OF 48".
4. WIRE MESH SHALL BE SECURED USING "HOG RINGS" OR WIRE TIES AT 6" CENTERS ALONG ALL JOINTS AND AT 2"
CENTERS ON ENDS OF SOCKS.
5. SOME MUNICIPALITIES MAY ALLOW THE USE OF FILTER FABRIC AS AN ALTERNATIVE TO WIRE MESH FOR THE
ROCK ENCLOSURE.
GRADATION TABLE
SIEVE SIZE
MASS PERCENT
PASSING SQUARE
MESH SIEVES
NO. 4
2" 100
1-1/2" 90-100
1" 20-55
3/4" 0-15
3/8" 0-5
MATCHES SPECIFICATIONS FOR NO. 4 COARSE AGGREGATE FOR
CONCRETE PER AASHTO M43. ALL ROCK SHALL BE FRACTURED FACE,
ALL SIDES
WIRE ENCLOSED 1 1/2"
WASHED ROCK
2'
RS
004 SILT FENCE/PERIMETER PROTECTION
POSTS
PREASSEMBLED SILT FENCE POSTS SHALL OVERLAP
AT JOINTS SO THAT NO
GAPS EXIST IN SILT FENCE.
NOTE:
THICKNESS OF GEOTEXTILE
POST SHALL BE JOINED AS SHOWN, THEN HAS BEEN EXAGGERATED.
ROTATED 180° IN DIRECTION SHOWN AND
DRIVEN INTO THE GROUND.
SILT FENCE JOINTS
DRIVE POSTS VERTICALLY INTO THE GROUND TO A MINIMUM DEPTH OF 18".
EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE
LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
ANCHOR TRENCH SHALL BE EXCAVATED BY HAND, WITH TRENCHER, OR
WITH SILT FENCE INSTALLATION MACHINE. NO ROAD GRADERS, BACKHOES,
ETC. SHALL BE USED.
NOT LESS THAN THE BOTTOM 1' OF THE SILT FENCE FABRIC SHALL BE
BURIED IN THE TRENCH.
THE TRENCH SHALL BE COMPACTED BY HAND, WITH "JUMPING JACK" OR BY
WHEEL ROLLING. COMPACTION SHALL BE SUCH THAT THE SILT FENCE
RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND.
SILT FENCE INDICATED IN THE PLANS SHALL BE INSTALLED PRIOR TO ANY
LAND-DISTURBING ACTIVITIES.
USE WOOD POSTS OR OTHER MATERIAL AS ACCEPTED BY THE CITY.
INSTALLATION NOTES:
1.
2.
3.
4.
5.
6.
7.
THE CONTRACTOR SHALL INSPECT SILT FENCE EVERY TWO WEEKS AND
AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT
UPSTREAM SEDIMENT AS NECESSARY.
SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVED
WHEN THE UPSTREAM SEDIMENT REACHES A DEPTH OF 6".
SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM DISTURBED AREA IS
STABILIZED AND GRASS COVER IS ACCEPTED BY THE CITY. IF ANY
DISTURBED AREA EXISTS AFTER REMOVAL, IT SHALL BE SEEDED AND
MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY.
MAINTENANCE NOTES:
1.
2.
3.
4" MIN.
4" MIN.
1
1
2" x 1
1
2" WOODEN FENCE POSTS
SF
SF SF
001 SWALE WATTLE DIKE
NOTES
1. CONCRETE WASHOUT AREA SHALL BE
INSTALLED PRIOR TO ANY CONCRETE
PLACEMENT ON SITE.
2. VEHICLE TRACKING CONTROL IS REQUIRED IF
ACCESS TO CONCRETE WASHOUT AREA IS OFF
PAVEMENT.
3. SIGNS SHALL BE PLACED AT THE
CONSTRUCTION ENTRANCE, AT THE WASHOUT
AREA, AND ELSEWHERE AS NECESSARY TO
CLEARLY INDICATE THE LOCATION OF THE
CONCRETE WASHOUT AREA TO OPERATORS
OF CONCRETE TRUCKS AND PUMP RIGS.
4. THE CONCRETE WASHOUT AREA SHALL BE
REPAIRED AND ENLARGED OR CLEANED OUT
AS NECESSARY TO MAINTAIN CAPACITY FOR
WASTED CONCRETE.
5. THE CONCRETE WASHOUT SHOULD BE
EMPTIED WHEN HALF OF TOTAL HOLDING
CAPACITY HAS BEEN REACHED.
6. AT THE END OF CONSTRUCTION, ALL
CONCRETE SHALL BE REMOVED FROM THE
SITE AND DISPOSED OF AT AN ACCEPTED
WASTE SITE.
7. WHEN THE CONCRETE WASHOUT AREA IS
REMOVED, THE DISTURBED AREA SHALL BE
SEEDED AND MULCHED OR OTHERWISE
STABILIZED IN A MANNER ACCEPTED BY THE
CITY.
8. LOCATION OF CONCRETE WASHOUT AREA IS
CONCEPTUAL ONLY. FINAL LOCATION TO BE
DETERMINED IN THE FIELD AT CONTRACTOR'S
DISCRETION.
3H:1V OR FLATTER
SIDE SLOPES
12" MIN
8'x 8' MIN
OR AS REQUIRED TO
CONTAIN WASTE CONCRETE
12" 2'-0" MIN.
COMPACTED EMBANKMENT
MATERIAL, TYP.
BERM AROUND PERIMETER
GROUND SURFACE
SIGN TO INDICATE THE
LOCATION OF THE
CONCRETE WASHOUT AREA
*IMPERMEABLE LINER MAY BE NEEDED
IF GROUND WATER IS ENCOUNTERED.
IP
006 CURB INLET PROTECTION
A A
PLAN VIEW
SECTION A-A
2:1
OP
WQCV
005 OUTLET PROTECTION
ELEC
H
Y
D
S S
S
ELEC
E
ELEC
BRKR
X
X
X
X
X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X X
X
X
X
X X
X
X
X
X X X X X
X
X
X
SS
SS
SS SS
SS
SS
LID
VAULT
F.O.
W W W
FO
FO
FO
FO
FO
FO
FO
FO FO
FO
FO
FO
FO
FO FO
FO
FO
FO
FO
FO
FO
E
E
E
E
E
E
E
E
E
T
T
T T
T T
T T
T
T
T
G
G
G
G
G
G
T
T
T
W
W
W
W W
W
W
12" W
X
SS
V
AULT
ELEC
X
X
X
X
X
X
IRR
WM WM WM WM
WM
WM WM WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM WM
WM
WM WM WM
WM
WM
WM
WM WM
WM
WM
WM
WM
WM
WM
WM
WM WM
WM
WM
WM
WM
WM
WM
WM
WM
UD
UD
UD
VTC VTC
VTC
VTC
RS
RS
RS
RS
RS
RS
RS
RS RS
RS
RS
RS
SF SF
SF
SF SF SF SF SF SF SF SF SF SF SF SF
SF
WD
WD
WD
WD
WD IP
IP
IP
IP
IP
WD
OP
OP
BLOCK 2 BLOCK 3
BLOCK 2 BLOCK 3
BLOCK 8
BLOCK 6
BLOCK 5 BLOCK 4
BLOCK 12
BLOCK 10
BLOCK 11
BLOCK 7
BLOCK 9
BLOCK 1
BLOCK 13
BLOCK 15
BLOCK 16
BLOCK 14
STORM DRAIN 7
SEE SHEET ST5
STORM DRAIN 4
SEE SHEET ST3
STORM DRAIN 1
SEE SHEET ST1
STORM DRAIN 5
SEE SHEET ST4
STORM DRAIN 2
SEE SHEET ST2
STORM DRAIN 1
SEE SHEET ST1
STORM DRAIN 6
SEE SHEET ST4
STORM DRAIN 2
SEE SHEET ST2
STORM DRAIN 3
SEE SHEET ST3
STORM DRAIN 8
SEE SHEET ST5
TRACT A
DRAINAGE & PEDESTRIAN
ACCESS EASEMENT
TRACT I
TRACT H
TRACT J
TRACT F
TRACT G
TRACT C
FUTURE PUBLIC PARK
PEDESTRIAN ACCESS
EASEMENT
TRACT N
DU&PAE
TRACT E
DG&PAE
TRACT L
DU&PAE
TRACT K
DUA&EAE
TRACT M
IP
SF SF SF SF
SF
ECB
TRACT T
DUE
TRACT R
DU&AE
ECB
SF
SF
ECB
ECB
RR
RR
RR
RR
MU
MU
MU
MU
MU
4:1
4:1
4:1
5:1
4:1
5:1
4:1
4:1
5:1
7:1
4:1
4:1
5:1
4:1
139-LF DOUBLE NET
EROSION CONTROL
BLANKET
2:1
2:1
ECB
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF
SF
SF
SF
SF
SF
SF
20:1
17:1
19:1
17:1
12:1
17:1
13:1
11:1
10:1
58:1
50:1
45:1
13:1
WD
X
X
X
X
X
X
X
Sheet
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
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EC1
EROSION CONTROL PLAN
55
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NORTH
LEGEND:
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
PROPOSED UNDERDRAIN UD
WATTLE DIKE
INLET PROTECTION IP
VEHICLE TRACKING CONTROL PAD VTC
SILT FENCE SF SF SF
ROCK SOCK RS
RIP RAP RR
1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY
CRIMP MULCHING OR SIMILAR METHODS. CONTRACTOR TO USE CDOT STRAW
MULCH SPECS UNLESS OTHERWISE DIRECTED.
2. SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone ________________________________
3. CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE
WASHOUT AREA IF ACCESS IS OFF PAVEMENT.
4. DRYWELLS AND BIORETENTION MEDIA TO BE INSTALLED AFTER STABILIZATION
OF OVERLOT GRADING.
5. ALL DISTURBED SOILS SHALL BE RESEEDED WITH A COVER CROP UPON
COMPLETION OF THE INFRASTRUCTURE IMPROVEMENTS. (SEE LANDSCAPE
PLANS) THE RECOMMENDED SPECIES AND APPLICATION RATES OF PURE LIVE
SEED FOR COVER CROPS ARE AS FOLLOWS:
GREAT BASIN WILRYE 3LBS/ACRE
GREEN NEEDLEGRASS2LBS/ACRE
INDIAN RICEGRASS 1LBS/ACRE
SLENDER WHEATGRASS 2LBS/ACRE
THICKSPIKE WHEATGRASS 3LBS/ACRE
WESTERN WHEATGRASS 4LBS/ACRE
TRITICALE 10LBS/ACRE
WINTER WHEAT 5LBS/ACRE
6. REFER TO THE FINAL DRAINAGE AND EROSION CONTROL REPORT FOR
RENNAT SUBDIVISION DATED: FEBRUARU 12, 2020 FOR ADDITIONAL
INFORMATION.
7. SEE LANDSCAPE PLANS FOR PERMANENT STABILIZATION
GENERAL NOTES:
WD
TRAFFIC CONTROL BARRICADE TCB
CONCRETE WASH AREA CWA
OUTLET PROTECTION OP
CONSTRUCTION FENCE CF CF CF
LIMITS OF DISTURBANCE LOD
SEEDING & MULCH (SEE LANDSCAPE PLANS) MU
MATCHLINE-THIS SHEET
MATCHLINE-THIS SHEET
1. IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY
AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF
BEST MANAGEMENT PRACTICES (BMPs) IS EXPECTED. ADDITIONAL AND/OR
DIFFERENT BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY
DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS
REQUIRED BY LOCAL AUTHORITIES.
2. THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH,
GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY
NECESSARILY SHOWN IN THEIR EXACT LOCATION.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY,
STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING
AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (OR
PERMIT HOLDER) TO ENSURE EROSION CONTROL MEASURES ARE
PROPERLY MAINTAINED AND FOLLOWED.
4. CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL
MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL
OF SITE STABILIZATION.
5. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR
ALL STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS
FULLY STABILIZED.
6. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR
DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL
CONNECTION IS ESTABLISHED WITH DOWNSPOUT.
7. INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE
SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN
WATTLES FOR BARE SOIL OR GRAVEL SOCKS FOR PAVEMENT, ETC.)
8. CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES,
PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO
MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND ADDITIONAL
WATTLES OR SILT FENCING MAY BE NECESSARY TO ESTABLISH
VEGETATIVE COVER AND STABILIZE THE SLOPE.
9. CONTRACTOR IS RESPONSIBLE FOR PREVENTING SEDIMENT FROM
UNSTABILIZED LANDSCAPE AREAS FROM MIGRATING ONTO AND ENTERING
THE PERMEABLE PAVER SYSTEMS UNTIL UPGRADIENT TRIBUTARY AREAS
ARE FULLY STABILIZED.
10. ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE
NECESSARY TO ENSURE THAT EACH BUILDING PAD IS STABILIZED
THROUGHOUT CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE
ALLOWED TO CROSS THE PUBLIC SIDEWALKS.
11. CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION
FOR AREAS DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION
SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE
TYPE AND CONDITION (i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR
SILT FENCE FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR
PAVEMENT, ETC.)
12. FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100)
FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE
WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA
MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL
SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF
WATER, WETLAND OR DRAINAGE WAY.
13. CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE
SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT
LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET, WETLAND, OR
DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A CONTAINMENT AREA
THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF,
OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY.
DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND
CONSTRUCTION TOILETS SHALL BE STAKED DOWN.
14. THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH
THE CITY'S CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN
WINDS ARE OF SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH,
IN THE INSPECTOR'S OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND
WELFARE.
15. WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER
MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS
WILL BE TREATED WITH MULCH AND MULCH TACKIFIER OR OTHER
MATERIALS APPROVED BY EROSION CONTROL STAFF TO PREVENT
EROSION.
16. SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING,
REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION
METHODS.
17. INDIVIDUAL RESIDENTIAL LOT CONSTRUCTION SHALL IMPLEMENT EROSION
CONTROL MEASURES SHOWN IN DETAIL 011 ON SHEET EC4
18. CONTRACTOR SHALL KEEP ALL PUBLIC STREETS SURROUNDING THE
PROJECT CLEAN FROM ANY CONSTRUCTION TRACK OUT AND WILL CLEAN
IT WITHIN 24 HOURS, SHOULD ANY TRACK OUT OCCUR.
EROSION CONTROL NOTES:
TABLE OF CONSTRUCTION SEQUENCE
AND BMP APPLICATION
CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING
BEST MANAGEMENT PRACTICES (BMPS)
STRUCTURAL "INSTALLATION"
Construction & Silt Fence Barriers *
Flow Barriers (Wattles) *
Inlet Filter Bags *
Rip Rap
Vegetative
Temporary Seeding Planting
Mulching / Sealant
Permanent Seeding Planting
Sod Installation
Rolled Products : Netting / Blankets / Mats
Contour Furrows (Ripping / Disking)
Sediment Basin
Rock Bags *
UTILITIES
INSTALLATION
FLAT WORK
INSTALLATION
VERTICAL
INSTALLATION LANDSCAPE DEMOBILIZATION
Vehicle Tracking Pad *
* All Temporary BMPs to be Removed once Construction is Complete
Other:
Any prior inlets that could use protecting
Any prior inlets that could use protecting
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Under slope stabilization rolled products. Reseeding may be required.
E
E
E
E
E
E
E
E
E
E E
E
E E E
E
E
E E E E E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E E E E
E E
E
E E
E
E
E
G
G
G
G
G G G
G
G
G
G
G
G
G
G G G G G
G
G
G
G
G
G
G
G
G
G G
G
G
G
G
G
G
G
G
G
G G G
G
G
G
E E
E
G
G G
G
G
G
G
G
G G
G
G G G G
G
G G
G
G
G
G G
G
G
G
G
G
G
G
G G G
G
G
G G
G
G
G
G
G
G G G G
E
E E
E
E
E
E
E E
E E
E E
E
G
G
G
G
G
G
G
G
G
G
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
G G
G
G
G
G
G
G
G
G
G
G
G
G G
G
E
E
E
G
G
UD
UD
UD UD UD UD UD UD UD
UD
UD
UD
G G
E
E
E
G
G
UD
UD UD UD
UD UD
UD
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT VAULT
E
VAULT
VAULT
VAULT
VAULT
VAULT
TELE
T
VAULT
TELE
W
S
O
H
Y
D
W
TELE
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
H
Y
D
S S
S
ELEC
E
ELEC
BRKR
X
X
X X X X X X X
X
X X
X
X
X
X
X
X X
X
X X X X
X
X
X
X
X
X
X
X X
X
X
X
X X X X X
X
X
X
SS
SS
SS SS
SS SS
LID
VAULT
F.O.
W W W
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
E
E
E
E
E
E
E
E
E
T
T
T T
T
T
T T
T
T
T
G
G
G
G
G
G
T
T
T
W
W
W
W
W W
W
X
X
X
X
X
X X
X
X
X
X X X X X
X
X
X
4
1
2
3
6b
8 10
11a
4
11b
1
2
5
6b
7b
8 3
13
12 12
10
9
9
5
7b
11b
6a
7a
7a
6a
11a
CROAKING TOAD DR
FLYING MALLARD DR
WINDY WILLOW DR
MISTY MEADOW DR
ZEPHYR RD
FALLEN BRANCH DR
AUTUMN BREEZE CT
DITCH LATERAL
UNION-PACIFIC RAILROAD
EXISTING POND
DETENTION
POND 1
RED WILLOW
DRIVE
DANCING CATTAIL DR
13
WATER
QUALITY
POND 1
WATER
QUALITY
POND 2
RAIN
GARDEN 1
GRASS LINED SWALE
PROVIDES PRE-TREATMENT AND
STANDARD WATER QUALITY
OS1 OS1
OS2
OS2
X
X
X
X
X
X
X
Sheet
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 66
DR1
DRAINAGE EXHIBIT
54
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NORTH
MATCHLINE-THIS SHEET
MATCHLINE-THIS SHEET
LEGEND:
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
DESIGN POINT A
FLOW ARROW
DRAINAGE BASIN LABEL
DRAINAGE BASIN BOUNDARY
PROPOSED SWALE SECTION
1
B2
1.45 ac
1
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
DRAINAGE SUMMARY TABLE
DESIGN
POINT
BASIN
ID
TOTAL
AREA
(acres)
C2 C100
2-yr
Tc
(min)
100-yr
Tc
(min)
Q2
(cfs)
Q100
(cfs)
1 1 4.34 0.54 0.67 14.1 14.1 4.5 19.5
2 2 3.33 0.52 0.65 12.8 12.8 3.5 15.3
3 3 4.32 0.60 0.75 13.9 13.9 5.1 22.1
4 4 23.91 0.37 0.46 11.2 11.2 18.8 81.8
5 5 1.54 0.59 0.74 14.7 14.7 1.7 7.5
6a 6a 0.73 0.60 0.75 11.4 11.4 0.9 4.1
6b 6b 2.26 0.53 0.66 13.5 13.5 2.4 10.3
7a 7a 1.10 0.54 0.68 12.6 12.6 1.2 5.3
7b 7b 3.83 0.54 0.67 14.2 14.2 4.0 17.3
8 8 1.72 0.54 0.67 12.5 12.5 1.9 8.3
9 9 1.57 0.57 0.71 14.9 14.9 1.7 7.3
10 10 0.09 0.63 0.79 6.4 6.4 0.1 0.6
11a 11a 2.23 0.60 0.75 13.3 13.3 2.6 11.6
11b 11b 0.95 0.37 0.46 10.4 10.4 0.8 3.4
12 12 3.05 0.52 0.65 15.5 15.5 2.9 12.8
13 13 2.51 0.59 0.74 13.0 13.0 2.9 12.9
OS1 OS1 0.34 0.71 0.88 13.0 13.0 0.5 2.1
POND SUMMARY TABLE
Pond ID
100-Yr.
Detention Vol.
(Ac-Ft)
Total Req'd
Vol. (Ac-Ft)
100-Yr.
Detention
WSEL (Ft)
Peak Release
(cfs)
Pond 1 0.81 0.81 4952.80 10.10
Existing Wet Pond 10.26 10.26 4943.60 4.20
LOT 2 LOT 10
LOT 3
LOT 9
LOT 8
LOT 6
LOT 5
LOT 1
LOT 2
LOT 1
LOT 4
LOT 7
TRACT T
DUE
BLOCK 6
BLOCK 2
BLOCK 4
BLOCK 1
TRACT M
LOT 2
LOT 3
BLOCK 6
TRACT L
DU&PAE
TRACT E
DG&PAE
VERTICAL CURB
AND GUTTER
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
21+00
4946
4948
4952
4956
4960
4946
4948
4952
4956
4960
-40 -20 0 20 40
-2.24%
-2.20%
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
21+50
4946
4948
4952
4956
4960
4946
4948
4952
4956
4960
-40 -20 0 20 40
-2.24%
-2.21%
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
22+00
4946
4948
4952
4956
4960
4946
4948
4952
4956
4960
-40 -20 0 20 40
-2.29%
-2.23%
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
22+50
4946
4948
4952
4956
4960
4946
4948
4952
4956
4960
-40 -20 0 20 40
-2.20%
-2.17%
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
23+00
4946
4948
4952
4956
4960
4946
4948
4952
4956
4960
-40 -20 0 20 40
-2.11%
-2.23%
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
23+50
4946
4948
4952
4956
4960
4946
4948
4952
4956
4960
-40 -20 0 20 40
-1.87%
-1.81%
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
24+00
4946
4948
4952
4956
4960
4946
4948
4952
4956
4960
-40 -20 0 20 40
-0.86%
-0.10%
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
24+50
4946
4948
4952
4956
4960
4946
4948
4952
4956
4960
-40 -20 0 20 40
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
25+00
4946
4948
4952
4956
4960
4946
4948
4952
4956
4960
-40 -20 0 20 40
4953.0
4952.99
4950.9
4950.87
4949.4
4949.43
4948.7
4948.68
4948.7
4948.71
4949.4
4949.39
4951.6
4951.64
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
4955.6
4955.60
4954.9
4954.91
B M
KEYMAP
Sheet
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 66
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
6. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8. PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO
FACE OF WALK
6. PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS
THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC
ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS
DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC
OPERATIONS AT 970-221-6630 FOR FIELD REVIEW.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
XS2
CROSS SECTIONS
ZEPHYR RD
53
XS1
XS2
20+00
20+50
21+00
9' UTILITY EASEMENT
9' UTILITY EASEMENT
5' SIDEWALK
5' SIDEWALK
VERTICAL CURB
AND GUTTER
VERTICAL CURB
AND GUTTER
LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22
LOT 12
LOT 13
LOT 10
LOT 11
LOT 9
LOT 8
LOT 7
TRACT C
FUTURE PUBLIC PARK
PEDESTRIAN ACCESS
EASEMENT
BLOCK 1
ZEPHYR RD
BLOCK 3
TRACT M
BURLY TREE DR
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
15+00
4962
4964
4968
4972
4976
4962
4964
4968
4972
4976
-40 -20 0 20 40
-2.00%
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
15+50
4962
4964
4968
4972
4976
4962
4964
4968
4972
4976
-40 -20 0 20 40
-2.00%
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
16+00
4962
4964
4968
4972
4976
4962
4964
4968
4972
4976
-40 -20 0 20 40
-2.00%
-2.00%
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
16+50
4962
4964
4968
4972
4976
4962
4964
4968
4972
4976
-40 -20 0 20 40
-2.00%
-2.00%
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
17+00
4958
4960
4964
4968
4972
4958
4960
4964
4968
4972
-40 -20 0 20 40
-2.00%
-2.00%
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
17+50
4958
4960
4964
4968
4972
4958
4960
4964
4968
4972
-40 -20 0 20 40
-2.00%
-2.00%
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
18+00
4958
4960
4964
4968
4972
4958
4960
4964
4968
4972
-40 -20 0 20 40
-2.00%
-2.00%
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
18+50
4954
4956
4960
4964
4968
4954
4956
4960
4964
4968
-40 -20 0 20 40
-2.00%
-2.00%
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
19+00
4954
4956
4960
4964
4968
4954
4956
4960
4964
4968
-40 -20 0 20 40
-2.04%
-2.04%
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
19+50
4950
4952
4956
4960
4964
4950
4952
4956
4960
4964
-40 -20 0 20 40
-2.10%
-2.09%
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
20+00
4950
4952
4956
4960
4964
4950
4952
4956
4960
4964
-40 -20 0 20 40
-2.17%
-2.15%
SECTION
LINE
Horizontal Scale 1" = 20'
Vertical Scale 1" = 2'
20+50
4946
4948
4952
4956
4960
4946
4948
4952
4956
4960
-40 -20 0 20 40
-2.22%
-2.18%
4968.9
4968.89
4969.3
4969.26
4969.5
4969.49
4969.8
4969.81
4968.2
4968.23
4966.5
4966.54
4964.5
4964.48
4962.6
4962.59
4961.1
4961.13
4959.6
4959.62
4957.7
4957.68
4955.5
4955.47
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
B M
KEYMAP
Sheet
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 66
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
6. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8. PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO
FACE OF WALK
6. PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS
THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC
ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS
DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC
OPERATIONS AT 970-221-6630 FOR FIELD REVIEW.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
XS1
CROSS SECTIONS
ZEPHYR RD
52
XS1
XS2
0.4%
0.5%
2.3% 2.3%
0.5%
0.4%
0.5%
0.5%
ALLEY 2
CROAKING TOAD DR
LOT 2 LOT 1
LOT 1
LOT 17
LOT 16
46.99
47.06
47.27
47.21
47.37
47.29
47.21
47.44
47.29
47.06
47.27
46.98
47.12
47.48
47.48
0.3% 1.3%
0.2% 0.6%
0.5%
0.5%
0.5%
1.1%
0.5%
0.5%
0.5% 1.4%
1.8%
1.2%
47.48
47.75
47.55
1.0%
1.4%
0.9%
47.48
47.75
47.55
47.70
48.12
47.70
47.71
48.09
47.73
47.77
48.16
47.79
47.95
48.37
47.95
0.6%
0.7%
0.6%
0.6% 1.1%
1.8% 2.0%
2.2% 2.2%
0.8%
1.3%
0.6%
0.1%
0.1%
0.1%
0.5%
0.8%
0.5%
0.6% 1.1%
1.8% 2.0%
2.3% 2.3%
0.5%
1.2%
1.2%
1.2%
1.4%
0.7%
47.48
47.55
47.63
47.14
47.14
0.5%
0.5% 0.5%
0.5%
2.2%
2.2%
2.2% 2.2%
2.2%
2.2%
LOT 11
BLOCK 7 BLOCK 6
BLOCK 9
BLOCK 13
53'
ROW
30'
FL-FL
4.5' SIDEWALK
0.5%
0.5%
0.5%
4.5' SIDEWALK 4.5' SIDEWALK
4.5' SIDEWALK
53'
ROW
30'
FL-FL
DANCING CATTAIL DR
75' CROWN TRANSITION 75' CROWN TRANSITION
6' CROSSPAN 6' CROSSPAN
47.70
47.40
LOT 10
47.30
47.24
47.01
46.98
47.54
47.63
47.73
47.84
47.69
46.98
47.02
47.69
47.61
47.77
47.86
47.70
47.39
47.35
47.94
47.96
47.91
47.29
47.28
48.00
48.05
47.29
47.28
47.94
47.91
47.97
47.41
47.45
48.00
48.05
1.2%
1.6% 1.6%
1.7%
2.2% 2.2%
2.2% 2.2%
47.29
47.24
VAULT
VAULT
LOT 1
LOT 2 LOT 12
LOT 13
48.49
48.83
48.59
48.77
48.87
49.00
48.87
48.49
49.11
49.30
48.92
0.5% 0.5%
2.3%
2.3%
2.3%
2.3%
0.5%
4.8%
0.7%
48.91
49.24
49.05
1.0%
1.4%
0.7%
49.39
49.93
49.40
0.5%
0.5%
0.5%
0.5%
0.5%
0.5%
0.5%
0.5%
0.5%
48.68
0.5%
49.28
49.79
49.31
48.68
0.6%
0.7%
0.5%
49.10
LOT 7
LOT 9 LOT 8
LOT 6
BLOCK 6
BLOCK 14 BLOCK 15
53'
ROW
30'
FL-FL
DANCING CATTAIL DR
FLYING MALLARD DR
75' CROWN TRANSITION
2.2% 0.4%
1.5% 0.1%
2.2% 1.9%
2.3% 2.2%
0.5% 0.5%
0.5%
1.1%
1.3% 2.0%
2.3%
2.3%
57'
ROW
36'
FL-FL
30'
FL-FL
48.85
49.46
49.50
48.89
48.96
48.99
49.54
49.63
49.55
49.49
49.40
49.61
49.70
0.5%
48.58
48.50
49.13
49.23
49.33
49.22
49.42
49.52
49.61
49.06
48.97
0.5%
1.3%
1.3%
48.83
48.85
49.33
49.36
49.42
49.45
48.79
48.74
TELE
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
X
E
E
G
G
G
T
T
T
T
55.39
55.00
55.32
0.6%
ZEPHYR RD
ROSEN DRIVE
RED WILLOW
DRIVE
(55.79)
BLOCK 1
54.15
54.85
54.16
(55.09)
55.02
0.7%
0.5%
1.4%
2.1%
2.1%
54.97
55.10
55.26
54.38
54.37
54.63
54.70
55.11
54.90
1.7%
1.8%
0.9%
1.2%
0.8% 0.1%
0.6%
0.5%
1.0%
1.8%
2.2%
87' CROWN TRANSITION
55.71
56.20
55.63
56.07
55.95
55.30
55.39
55.60
55.58
1.7%
0.6%
VAULT
LOT 6
LOT 5
LOT 74
LOT 13
LOT 14
0.5%
PROPOSED CURB
CUT & SIDEWALK
CULVERT (SEE DTL
401 SHEET D4)
46.25
45.62
45.11
45.62
46.24
75' CROWN TRANSITION
46.67
46.28
46.04
46.00
2.1% 2.2%
2.2%
46.06
46.45
46.13
1.5%
2.2%
CROAKING TOAD DR
45.88
45.54
2.3%
2.8%
46.05
46.01
46.66
46.25
75' CROWN TRANSITION
2.3%
0.5%
2.2%
2.2%
46.45
46.02
46.13
1.5%
2.2%
0.5%
0.8%
0.8%
1.6%
0.5%
0.5%
2.0%
2.0%
1.0% 1.7%
1.0% 1.7%
0.5% 0.5%
0.5%
2.0%
1.6%
2.0%
53'
ROW
30'
FL-FL
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
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 66
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.
6. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8. PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO
FACE OF WALK
6. PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS
THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC
ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS
DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC
OPERATIONS AT 970-221-6630 FOR FIELD REVIEW.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
B M
KEYMAP
INT3
INTERSECTION DETAILS
51
A
G H
K EYEBROW DETAIL
K
C
D
E
F
L
I J
B
I INTERSECTION DETAIL J
L
NORTH
INTERSECTION DETAIL
INTERSECTION DETAIL M INTERSECTION DETAIL
M
46.60
46.63
47.10
47.19
47.11
46.47
46.98
47.00
46.50
47.07
47.09
47.05
46.89
47.22
46.63
46.80
2.2%
2.2%
2.2%
2.2%
2.2%
2.2%
0.5% 0.5%
0.5% 0.5%
VAULT
LOT 12
LOT 10 LOT 9
LOT 14
LOT 1 LOT 2
DANCING CATTAIL DR
R50''
45.78
45.38 46.29
0.9%
0.5%
1.0%
1.0%
44.20
45.23
45.86
2.0%
0.0%
0.5%
BLOCK 7
BLOCK 8
4.5' SIDEWALK
4.5' SIDEWALK
2.2% 2.2%
46.28
45.86
53'
ROW
30'
ROW
R50'
3.0%
2.7%
2.3%
2.0%
2.0%
PROPOSED 4' CURB CUT &
SIDEWALK CULVERT
(SEE DTL 401 SHEET D4)
PROPOSED FOREBAY 2
(SEE DETAIL SHEET D4)
WQ POND 2
44.74
44.69
45.18
45.22
45.31
45.27
44.89
45.39
45.36
44.84
45.45
45.48
VAULT
LOT 10
61.88
61.70
63.19
62.23
62.56
63.24
61.71
63.63
62.09
1.9%
2.5%
2.0%
2.4%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
64.92
62.87
3.2%
2.4%
2.5%
61.31
61.46
60.98
3.4%
2.7%
30' FL-FL
53' ROW
MISTY MEADOW DR
DANCING CATTAIL DR
58.98
58.42
58.48
2.4%
2.2%
59.87
59.48
59.28
2.6%
1.6%
60.76
60.45
60.23
2.3%
0.8%
0.1% 1.9%
62.14
1.6%
1.6%
3.5%
4.3%
4.4%
4.4%
3.6%
3.8%
2.8%
0.5%
2.1%
3.7%
62.49
2.0% 1.1%
2.0%
2.0%
36' FL-FL
57'
ROW
LOT 11
LOT 1
LOT 2
TRACT C
FUTURE PUBLIC PARK
PEDESTRIAN ACCESS
EASEMENT
BLOCK 5
BLOCK 16
121' CROWN TRANSITION
4.5' SIDEWALK
4.5' SIDEWALK
62.11
62.38
62.47
62.20
62.47
62.56
61.75
61.72
62.15
62.12
62.08
61.85
61.83
62.18
62.24
62.31
62.22
62.11
62.02
63.26
63.04
62.30
62.40
63.13
63.35
63.89
63.80
62.73
62.64
VAULT
VAULT
VAULT
LOT 2
LOT 3
LOT 1
55.77
55.08
55.43
56.11
56.40
56.51
56.29
55.15
56.51
56.39
57.22
55.80
2.2%
2.2%
2.1%
2.6%
2.2% 2.2%
2.9%
3.1%
3.3%
1.9%
1.7%
1.6%
MISTY MEADOW DR
LOT 10
LOT 11
BLOCK 4
BLOCK 1
TRACT C
FUTURE PUBLIC PARK
PEDESTRIAN ACCESS
EASEMENT
ZEPHYR RD
30' FL-FL
53' ROW
75' CROWN TRANSITION
57.38
56.66
55.77
56.97
56.96
2.1%
2.2%
56.17
56.24
2.0%
1.2%
2.0%
0.9%
2.0% 2.0%
1.4%
2.0%
2.2%
2.3%
2.2%
0.7%
0.8%
2.6%
2.2%
1.0%
2.2%
2.0%
2.1%
0.2%
54' FL-FL
76' ROW
4.5' SIDEWALK
5' SIDEWALK
4.5' SIDEWALK
8' CROSSPAN
55.67
2.8%
2.3%
55.11
55.23
55.99
55.82
56.17
55.62
55.92
56.26
55.55
55.65
56.47
56.38
56.35
57.10
56.99
56.31
57.19
57.05
57.41
57.32
56.83
56.92
55.74
56.25
56.45
55.25
55.86
55.76
55.96
55.82
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
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 66
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.
6. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8. PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO
FACE OF WALK
6. PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS
THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC
ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS
DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC
OPERATIONS AT 970-221-6630 FOR FIELD REVIEW.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
B M
KEYMAP
INT2
INTERSECTION DETAILS
50
A
G H
G CUL-DE-SAC DETAIL
H CUL-DE-SAC DETAIL
K
C
D
E
F
L
I J
B
E INTERSECTION DETAIL
F INTERSECTION DETAIL
NORTH
M
2.2%
3.0%
2.0%
1.2% 1.2%
0.5%
64.75
65.16
64.75
2.2%
2.2%
0.2%
1.0%
63.94
63.81
1.4% 1.3%
2.7%
2.7%
2.8%
1.0%
1.5%
2.6%
64.27
64.66
64.31
2.0% 1.8%
63.86
64.16
63.99
0.4%
1.4%
1.9% 1.7% 1.5%
1.3% 1.0%
1.8%
2.0% 2.0%
2.0%
0.9%
2.0% 2.0%
30' FL-FL
53' ROW
4.5' SIDEWALK
6' CROSSPAN
62.82
1.6%
63.17
62.82
2.4%
63.27
62.19
62.24
2.0%
2.4%
62.64
63.42
64.08
63.51
64.24
64.40
63.98
64.07
64.49
64.16
63.18
63.27
63.96
63.80
63.89
64.05
2.0%
1.5%
64.85
63.81
64.76
63.72
63.62
63.53
64.42
64.33
64.12
64.63
64.60
64.08
64.73
64.70
VAULT
LOT 16
MISTY MEADOW DR
R50'
65.56
66.06
65.40
65.64
65.01
0.0%
1.0%
0.5%
1.0%
1.0%
63.99
4.5' SIDEWALK
4.5' SIDEWALK
LOT 17
LOT 5
LOT 4
LOT 6
LOT 3
LOT 6
BLOCK 10
BLOCK 11
65.64
66.06
2.2%
2.3%
65.16
0.5%
0.5%
2.0%
R50'
2.3%
2.7%
2.3%
3.0%
2.1%
2.1%
2.0%
65.01
64.35
64.30
64.82
64.86
64.96
64.91
1.2%
5' TRAIL
R62'
LOT 1
LOT 8
LOT 7
LOT 9
LOT 16
BLOCK 12
BLOCK 11
BLOCK 10
TRACT A
DRAINAGE & PEDESTRIAN
ACCESS EASEMENT
70.88 71.24
71.26
70.86
71.64
71.22
70.85
71.27
71.29
2.2% 2.1%
2.2% 2.2%
1.0%
2.2% 2.2%
0.9%
1.0%
72.29
72.78
72.29
2.3%
2.2%
2.2%
2.2%
2.2% 2.2%
65' CROWN TRANSITION
MISTY MEADOW DR
30' FL-FL
53' ROW
71.26
72.18
71.71
71.71
36' FL-FL
59' ROW
FALLEN BRANCH DR
2.1%
2.3%
2.4%
1.7% 2.4%
71.07
71.07
2.1%
71.75
1.9%
2.1%
1.3%
1.1%
1.0%
1.2%
2.1%
4.5' SIDEWALK
4.5' SIDEWALK
4.5' SIDEWALK
6' CROSSPAN
72.00
71.90
71.79
71.57
71.31
71.22
71.53
71.21
71.15
71.66
70.97
71.57
71.48
70.91
71.15
71.20
71.67
71.76
71.57
2.3%
0.9%
1.1%
70.87
0.9%
71.26
71.35
72.06
71.88
70.93
71.00
71.43
71.51
71.58
71.52
VAULT
VAULT
65.10
64.46
64.46
65.52
65.10
65.48
65.71
65.90
2.2%
2.2%
0.5%
0.5%
2.2% 2.2%
0.3%
0.5%
0.5%
0.6%
0.5%
0.5%
2.0%
62.87
63.39
62.90
1.3%
65.29
0.4%
0.4%
0.4%
2.0%
2.0%
64.92
65.35
30' FL-FL
80' CROWN TRANSITION
2.0%
2.2%
4.3%
2.0%
2.2%
64.98
2.2% 2.2%
63.66
64.18
63.72
1.8%
2.2%
64.28
64.80
64.34
1.8%
2.2%
3.1%
3.3% 2.4%
2.4%
3.2%
2.4%
2.0%
MISTY MEADOW DR
30' FL-FL
53' ROW
FLYING MALLARD DR
36' FL-FL
57' FL-FL
LOT 13
LOT 12
LOT 15
LOT 1
BLOCK 15
BLOCK 14
BLOCK 12
BLOCK 12
4.5' SIDEWALK
4.5' SIDEWALK
65.44
65.95
65.42
65.93
66.04
66.02
64.53
64.63
65.28
65.16
65.25
65.37
65.58
65.67
65.03
64.94
64.53
65.23
65.36
64.62
65.48
65.35
65.26
65.57
65.70
65.36
65.03
64.99
66.10
66.01
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
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 66
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.
6. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8. PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO
FACE OF WALK
6. PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS
THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC
ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS
DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC
OPERATIONS AT 970-221-6630 FOR FIELD REVIEW.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
B M
KEYMAP
INT1
INTERSECTION DETAILS
49
A
G H
A CUL-DE-SAC DETAIL B INTERSECTION DETAIL
C D
K
C
D
E
F
L
I J
B
NORTH
INTERSECTION DETAIL INTERSECTION DETAIL
M
FO
FO
FO
FO
FO FO FO
FO
E
E
E
E
E
E
E
E
E
E
E
E
T
T
T T
T
T
T T T
T
T
T
W
W W
W W
W
W
W
S T 0 P
###
XXX
ST
S T 0 P
###
XXX
ST
0 P
T
S
###
XXX
ST
P
0
S T
###
XXX
ST
S T 0 P
###
XXX
ST
P
0
S T
###
XXX
ST
P
0
S T
###
XXX
ST
S T 0 P
###
XXX
ST
S T 0 P
###
XXX
ST
S T 0 P
###
XXX
ST
NO
PARKING
25
SPEED
LIMIT
P
0
S T
###
XXX
ST
S T 0 P
###
XXX
ST
0 P
T
S
###
XXX
ST
T 0 P
S
###
XXX
ST
MISTY MEADOW DR
DANCING CATTAIL DR
CROAKING TOAD DR
WINDY WILLOW DR
MISTY MEADOW DR
ZEPHYR RD
FALLEN BRANCH DR
AUTUMN BREEZE CT
MISTY MEADOW DR
ROSEN DRIVE
FLYING MALLARD DR
X
SS
WM
UD
UD
UD
UD
BLOCK 2
BLOCK 15
BLOCK 16
BLOCK 1
BLOCK 7
BLOCK 5
BLOCK 4
BLOCK 12
BLOCK 12
BLOCK 10
BLOCK 11
BLOCK 8
BLOCK 13
BLOCK 14
BLOCK 6
BLOCK 3
BLOCK 3
BLOCK 10
BLOCK 9
NO
PARKING
S T 0 P
###
XXX
ST
0 P
T
S
###
XXX
ST
S T 0 P
###
XXX
ST
FIRE
LANE
BY ORDER OF THE
FIRE MARSHAL
NO
PARKING
NO
PARKING
B M
KEYMAP
Sheet
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 66
NORTH
( IN FEET )
0
1 INCH = 80 FEET
80 80 160 240
R15
SIGNAGE PLAN
48
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
LIMITS OF DEVELOPMENT LOD
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50
FEET.
5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
6. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8. PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO
FACE OF WALK
6. PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS
THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC
ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS
DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC
OPERATIONS AT 970-221-6630 FOR FIELD REVIEW.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
DEAD END BARRICADE
DEAD END
BARRICADE
5' SIDEWALK
5' BIKE
5' BIKE
8' PARKING
A
VAULT
VAULT
VAULT
9' UTILITY EASEMENT
PROPOSED 76'
ROW
PROPOSED 54'
FL-FL
11' TRAVEL
11' TRAVEL
ZEPHYR RD
A
ROSEN DRIVE
"NO PARKING"
SIGNS
"NO PARKING TO
CORNER" SIGN
13'
13'
8' PARKING
SIGHT DISTANCE TRIANGLE
310' @ 30 MPH (DESIGN)
SIGHT DISTANCE TRIANGLE
310' @ 30 MPH (DESIGN)
MISTY MEADOW DR
5
5
3
3
5 5
16" W
16" W
16" W
16" W
CTV CTV
CTV
CTV
FO
T
8" W
T S
T S
E
E
E E E
E E
/ / / / / / / / / / / / / / / /
VAULT
VAULT
T
VAULT
TELE
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
T
T T
T
T
T T
T
T T
T
ZEPHYR RD
5' SIDEWALK
9' UTILITY EASEMENT
5' SIDEWALK
9' UTILITY EASEMENT
PLANNED
HANSEN FARM
TIMBERLINE ROAD
BURLEY TREE DRIVE
11' TRAVEL
5' BIKE
5' BIKE
8' PARKING
8' PARKING EXISTING
STRIPING
PROPOSED 76'
ROW
DITCH LATERAL
PLANNED 76'
ROW
PLANNED 54'
FL-FL
15' EASEMENT
REC. NO. 20140004033
VAULT
VAULT
PROPOSED 54'
FL-FL
11' TRAVEL
PLANNED "25 MPH
SPEED LIMIT" SIGN
ZEPHYR RD
SIGHT DISTANCE TRIANGLE
310' @ 30 MPH (DESIGN)
12' TRAVEL LANE
12' TRAVEL LANE
6' BIKE LANE
12' TWLTL
6' BIKE LANE
PLANNED "STOP" SIGN
w/ STREET NAMES
PLANNED "EMERGENCY
ACCESS ONLY" SIGN
5
5
5
5
3
3
NORTH
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Sheet
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 66
LINE
MATCH STA
24+00
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.
6. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8. PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO
FACE OF WALK
6. PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS
THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC
ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS
DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC
OPERATIONS AT 970-221-6630 FOR FIELD REVIEW.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
LINE
MATCH STA
24+00
LINE
MATCH STA
19+50
NORTH
B M
KEYMAP
G G
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:
6" SOLID WHITE LINE
PREFORMED PLASTIC PAVEMENT MARKING
BICYCLIST AND ARROW
1
3
4
5
A
2
8" DASHED WHITE 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
3' STRIPE, 9' GAP
6 6" DOTTED WHITE LINE
7 4" SOLID YELLOW LINE
F 18" x 12' CROSS-WALK ON LANE LINES
3' STRIPE, 9' GAP
8
4" WHITE LINE
10' STRIPE, 30' GAP
R14
STRIPING PLAN
ZEPHYR RD
47
LINE
MATCH
STA
19+50
G
STA.=21+79.20
INV.=4948.83
1.05%
-1.63%
PVI STA = 24+33.12
PVI ELEV = 4955.44
PVI STA = 24+52.87
PVI ELEV = 4955.65
PVI STA = 25+07.86
PVI ELEV = 4954.76
1.05%
-1.63%
PVI STA = 24+33.12
PVI ELEV = 4955.44
PVI STA = 24+52.87
PVI ELEV = 4955.65
PVI STA = 25+07.86
PVI ELEV = 4954.76
TIE TO EXISTING ROADWAY
STA.=24+33.12
EL. = 4955.443
EXISTING
GROUND
H
Y
D
W
TELE
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
S
S
X
X
SS
SS
SS SS
SS
E
G
G
G
T
T
T
W
W
W
W
W
W
RED WILLOW DR
ROSEN DRIVE
PROPOSED "STOP" SIGN
w/ STREET NAMES
13'
PROJECTED FL
"25 MPH SPEED LIMIT" SIGN
VAULT
VAULT
VAULT
S
SS SS
T
W
W
STA. = 20+55.65
(ZEPHYR RD)
STA. = 27+57.92
(MISTY MEADOW DRIVE)
5' SIDEWALK
9' UTILITY EASEMENT
PROPOSED VERTICAL
CURB AND GUTTER
MISTY
MEADOW DR
SEE SHEET R3
VAULT
VAULT
VAULT
9' UTILITY EASEMENT
76'
ROW
54'
FL-FL
ZEPHYR RD
ROSEN DRIVE
"NO PARKING"
SIGNS
"NO PARKING TO
CORNER" SIGN
13'
PROJECTED FL
13'
SIGHT DISTANCE TRIANGLE
310' @ 30 MPH (DESIGN)
SIGHT DISTANCE TRIANGLE
310' @ 30 MPH (DESIGN)
∆
∆
∆
STORM DRAIN 2
SEE SHEET
ST2
STORM DRAIN 1
SEE SHEET
ST1
5' SIDEWALK
4945
4950
4955
4960
4965
4970
4945
4950
4955
4960
4965
4970
29+00 28+00 27+00 26+00 25+00 24+00 23+00 22+00 21+00 20+00 19+50
-0.50%
0.50% 0.50%
2.29%
PVI STA = 21+94.03
PVI ELEV = 4953.62
PVI STA = 22+29.56
PVI ELEV = 4953.79
PVI STA = 23+87.21
PVI ELEV = 4955.64
197.6' VC
PVI STA = 20+65.99
PVI ELEV = 4954.26
BCVS: 19+67.22
BVCE: 4958.06
ECVS: 21+64.77
EVCE: 4953.76
A.D. = 3.35
K = 58.97
107.7' VC
PVI STA = 23+28.43
PVI ELEV = 4954.29
BCVS: 22+74.60
BVCE: 4954.02
ECVS: 23+82.25
EVCE: 4955.52
A.D. = 1.79
K = 60.00
4956.89
4954.44
4953.65
4954.20
4957.76
4956.12
4955.45
4954.89
4954.09
4953.85
4953.71
4953.77
4953.90
4954.02
4954.48
4954.87
4955.36
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE EXISTING
GROUND
15" RCP
STA.=21+54.52
INV.=4949.00
4945
4950
4955
4960
4965
4970
4945
4950
4955
4960
4965
4970
29+00 28+00 27+00 26+00 25+00 24+00 23+00 22+00 21+00 20+00 19+50
4957.53
4955.05
4953.83
4953.84
4954.45
4958.34
4956.79
4956.13
4955.55
4954.63
4954.28
4954.02
4953.70
4953.59
4953.72
4953.97
4954.09
4954.22
4954.69
4954.93
4955.09
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE EXISTING
GROUND
15" RCP
STA.=22+03.88
INV.=4948.66
0.50%
-0.50%
0.50%
0.98%
0.58%
PVI STA = 22+48.32
PVI ELEV = 4953.58
PVI STA = 22+89.79
PVI ELEV = 4953.79
PVI STA = 23+78.39
PVI ELEV = 4954.23
PVI STA = 24+53.44
PVI ELEV = 4954.97
PVI STA = 24+75.49
PVI ELEV = 4955.10
223.0' VC
PVI STA = 20+96.06
PVI ELEV = 4954.34
BCVS: 19+84.56
BVCE: 4958.02
ECVS: 22+07.56
EVCE: 4953.79
A.D. = 2.80
K = 79.64
-0.47%
-1.40%
-1.63%
PVI STA = 24+75.49
PVI ELEV = 4955.10
PVI STA = 24+94.00
PVI ELEV = 4955.01
PVI STA = 25+30.39
PVI ELEV = 4954.50
PVI STA = 25+52.22
PVI ELEV = 4954.15
-0.47%
-1.40%
-1.63%
PVI STA = 24+75.49
PVI ELEV = 4955.10
PVI STA = 24+94.00
PVI ELEV = 4955.01
PVI STA = 25+30.39
PVI ELEV = 4954.50
PVI STA = 25+52.22
PVI ELEV = 4954.15
TIE TO EXISTING ROADWAY
STA.=24+75.49
EL. = 4955.096
EXISTING
GROUND
NORTH
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Sheet
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 66
LINE
MATCH
STA
24+00
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.
6. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8. PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO
FACE OF WALK
6. PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS
THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC
ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS
DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC
OPERATIONS AT 970-221-6630 FOR FIELD REVIEW.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
LINE
MATCH STA
24+00
LINE
MATCH STA
19+50
NORTH
CENTERLINE
ZEPHYR RD
SCALE : 1" = 40' (H) 1" = 5' (V)
B M
KEYMAP
G G
R13
PLAN AND PROFILE
ZEPHYR RD
46
LEFT FLOWLINE
ZEPHYR RD
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
ZEPHYR RD
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET R12 STA 19+50
G
GROUND
PROPOSED
GRADE
-1.50%
3.00%
-3.50%
PVI STA = 10+19.73
PVI ELEV = 4962.45
PVI STA = 18+69.31
PVI ELEV = 4962.49
390.0' VC
HIGH PT ELEV = 4969.30
HIGH PT STA = 15+70.00
PVI STA = 15+85.00
PVI ELEV = 4972.45
A.D. = 6.50
K = 60.00
BVCS: 13+90
BVCE: 4966.60
EVCS: 17+80
EVCE: 4965.62
270.0' VC
LP ELEV = 4961.48
LP STA = 11+29.50
PVI STA = 11+74.50
PVI ELEV = 4960.13
BCVS: 10+39.50
BVCE: 4962.16
ECVS: 13+09.50
EVCE: 4964.18
A.D. = 4.50
K = 60.00
PROPOSED
GRADE EXISTING
GROUND
/ / / / / / / / / / / / / / / /
16" W
16" W
16" W
16" W
CTV CTV
CTV
CTV
FO
T
8" W
T S
T S
E E
E E E
E E
VAULT
VAULT
T
ZEPHYR RD
5' SIDEWALK
9' UTILITY EASEMENT
5' SIDEWALK
9' UTILITY EASEMENT
PLANNED
HANSEN FARM
TIMBERLINE ROAD
BURLEY TREE DRIVE
PROPOSED 30"
VERTICAL CURB &
GUTTER
PROPOSED 30"
VERTICAL CURB &
GUTTER
EXISTING 30"
VERTICAL CURB &
GUTTER
EXISTING 30" VERTICAL
CURB & GUTTER
76'
ROW
DITCH LATERAL
76'
ROW
54'
FL-FL
15' EASEMENT
REC. NO. 20140004033
VAULT
VAULT
54'
FL-FL
PLANNED "25 MPH
SPEED LIMIT" SIGN
ZEPHYR RD
SIGHT DISTANCE TRIANGLE
310' @ 30 MPH (DESIGN)
4950
4955
4960
4965
4970
4975
4950
4955
4960
4965
4970
4975
19+50 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50
-1.30%
-0.90%
-0.50%
0.50%
3.00%
-3.50%
PVI STA = 10+66.74
PVI ELEV = 4961.25
PVI STA = 10+79.50
PVI ELEV = 4961.09
PVI STA = 11+04.50
PVI ELEV = 4960.86
PVI STA = 11+29.50
PVI ELEV = 4960.74
PVI STA = 18+69.31
PVI ELEV = 4961.83
150.0' VC
PVI STA = 12+34.50
PVI ELEV = 4961.26
BCVS: 11+59.50
BVCE: 4960.89
ECVS: 13+09.50
EVCE: 4963.51
A.D. = 2.50
K = 60.00
-1.30%
-0.90%
-0.50%
0.50%
3.00%
-3.50%
PVI STA = 10+66.74
PVI ELEV = 4961.25
PVI STA = 10+79.50
PVI ELEV = 4961.09
PVI STA = 11+04.50
PVI ELEV = 4960.86
PVI STA = 11+29.50
PVI ELEV = 4960.74
PVI STA = 18+69.31
PVI ELEV = 4961.83
390.0' VC
HIGH PT ELEV = 4968.63
HIGH PT STA = 15+70.00
PVI STA = 15+85.00
PVI ELEV = 4971.78
A.D. = 6.50
K = 60.00
BVCS: 13+90
BVCE: 4965.93
EVCS: 17+80
EVCE: 4964.95
150.0' VC
PVI STA = 12+34.50
PVI ELEV = 4961.26
BCVS: 11+59.50
BVCE: 4960.89
ECVS: 13+09.50
EVCE: 4963.51
A.D. = 2.50
K = 60.00
4961.15
4960.90
4960.76
4960.84
4960.99
4961.23
4961.57
4962.02
4962.58
4963.24
4963.98
4964.73
4965.48
4966.22
4966.88
4967.43
4967.88
4968.22
4968.46
4968.60
4968.63
4968.55
4968.38
4968.10
4967.71
4967.22
4966.63
4965.93
4965.13
4964.25
4963.38
4962.50
4961.61
4960.65
4959.68
PROPOSED
GRADE
EXISTING
GROUND
PLANNED
GRADE EXISTING
GROUND
PLANNED
GRADE
TIE TO PLANNED
CURB AND GUTTER
STA.=14+96.04
EL. = 4968.162
4950
4955
4960
4965
4970
4975
4950
4955
4960
4965
4970
4975
19+50 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50
-0.68%
-0.50%
0.50%
3.00%
-3.50%
PVI STA = 10+78.26
PVI ELEV = 4961.03
PVI STA = 10+99.50
PVI ELEV = 4960.89
PVI STA = 11+29.50
PVI ELEV = 4960.74
PVI STA = 18+69.31
PVI ELEV = 4961.83
150.0' VC
PVI STA = 12+34.50
PVI ELEV = 4961.26
BCVS: 11+59.50
BVCE: 4960.89
ECVS: 13+09.50
EVCE: 4963.51
A.D. = 2.50
K = 60.00
-0.68%
-0.50%
0.50%
3.00%
-3.50%
PVI STA = 10+78.26
PVI ELEV = 4961.03
PVI STA = 10+99.50
PVI ELEV = 4960.89
PVI STA = 11+29.50
PVI ELEV = 4960.74
PVI STA = 18+69.31
PVI ELEV = 4961.83
390.0' VC
HIGH PT ELEV = 4968.63
HIGH PT STA = 15+70.00
PVI STA = 15+85.00
PVI ELEV = 4971.78
A.D. = 6.50
K = 60.00
BVCS: 13+90
BVCE: 4965.93
EVCS: 17+80
EVCE: 4964.95
150.0' VC
PVI STA = 12+34.50
PVI ELEV = 4961.26
BCVS: 11+59.50
BVCE: 4960.89
ECVS: 13+09.50
EVCE: 4963.51
A.D. = 2.50
K = 60.00
4960.89
4961.23
4963.24
4966.22
4968.22
4968.55
4967.22
4964.25
4960.81
4960.76
4960.84
4960.99
4961.57
4962.02
4962.58
4963.98
4964.73
4965.48
4966.88
4967.43
4967.88
4968.46
4968.60
4968.63
4968.38
4968.10
4967.71
4966.63
4965.93
4965.13
4963.38
4962.50
4961.64
4959.99
PLANNED
GRADE
EXISTING
GROUND
PLANNED
GRADE EXISTING
GROUND
PROPOSED
GRADE
TIE TO PLANNED
CURB AND GUTTER
STA.=15+50.27
EL. = 4968.595
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
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 66
NORTH
LINE
MATCH STA
19+50
CENTERLINE
ZEPHYR RD
SCALE : 1" = 40' (H) 1" = 5' (V)
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.
6. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8. PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO
FACE OF WALK
6. PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS
THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC
ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS
DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC
OPERATIONS AT 970-221-6630 FOR FIELD REVIEW.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
B M
KEYMAP
G G
R12
PLAN AND PROFILE
ZEPHYR RD
45
LEFT FLOWLINE
ZEPHYR RD
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
ZEPHYR RD
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET R13 STA 19+50
E
E
E E
E
E
E
E
E
G
G G
G G G
G
G
G G
G
G
G
G
G
G
E
E
E
E
E
G G
G
G
E
E
E
E
E
E
E
E
E
G
G
G
G
G
VAULT
VAULT
VAULT
VAULT
VAULT
E
E
E
E
E
E
E
E
E
E
E
WINDY WILLOW DR
LOT 2
BLOCK 5
18.58'
FL-EOC
PROPOSED DRIVE OVER
CURB AND GUTTER
PROPOSED 1'
CONCRETE RIBBON
DANCING CATTAIL DR
STA. = 16+14.53
(ALLEY 2)
STA. = 18+16.70
(DANCING CATTAIL DR)
STORM DRAIN 1
SEE SHEET ST1
PRIVATE
ALLEY 2
MISTY MEADOW DR
9' UTILITY EASEMENT
4.5' SIDEWALK
∆
STA. = 10+00.00
(ALLEY 2)
STA. = 22+49.95
(MISTY MEADOW DR)
5' TRAIL
5' TRAIL
PROPOSED 2' SIDEWALK
CHASE
4945
4950
4955
4960
4965
4970
4975
4945
4950
4955
4960
4965
4970
4975
16+50 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50
1.03% PROPOSED GRADE EXISTING GROUND
-5.23% -5.22%
-0.50%
-4.83% -4.83%
-1.26%
-0.90%
PVI STA = 10+26.70
PVI ELEV = 4965.62
PVI STA = 10+56.70
PVI ELEV = 4964.17
PVI STA = 11+92.15
PVI ELEV = 4957.34
PVI STA = 14+23.95
PVI ELEV = 4950.63
PVI STA = 14+48.95
PVI ELEV = 4950.40
PVI STA = 15+78.08
PVI ELEV = 4949.76
PVI STA = 15+80.91
PVI ELEV = 4949.76
PVI STA = 15+88.03
PVI ELEV = 4949.83
35.4' VC
PVI STA = 11+16.44
PVI ELEV = 4961.29
A.D. = 0.38
K = 92.23
BVCS: 10+98.76
BVCE: 4962.14
EVCS: 11+34.12
EVCE: 4960.36
84.7' VC
PVI STA = 12+87.61
PVI ELEV = 4952.34
BCVS: 12+45.27
BVCE: 4954.56
ECVS: 13+29.94
EVCE: 4951.81
A.D. = 3.98
K = 21.28
4963.29
4962.08
4960.83
4959.54
4958.23
4956.93
4955.62
4954.31
4953.21
4952.39
4951.88
4951.56
4951.24
4950.93
4950.62
4950.40
4950.27
4950.15
4950.02
4949.90
4949.77
PROPOSED GRADE EXISTING GROUND
24" RCP STORM
STA.=12+40.86
INV.=4947.11
PROPOSED 2'
CURB CUT
STA.=15+79.49
EL. = 4949.758
B M
KEYMAP
NORTH
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Sheet
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 66
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.
6. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8. PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO
FACE OF WALK
6. PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS
THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC
ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS
DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC
OPERATIONS AT 970-221-6630 FOR FIELD REVIEW.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
R11
PLAN AND PROFILE
PRIVATE ALLEY 2
44
RIGHT FLOWLINE
PRIVATE ALLEY 2
SCALE : 1" = 40' (H) 1" = 5' (V)
ALLEY 2
PVI ELEV = 4947.35
PVI STA = 17+64.38
PVI ELEV = 4948.26
PVI STA = 12+71.38
PVI ELEV = 4954.40
PVI STA = 15+48.01
PVI ELEV = 4947.10
PVI STA = 15+94.38
PVI ELEV = 4947.34
PVI STA = 15+35.98
PVI ELEV = 4947.10
PVI STA = 15+42.05
PVI ELEV = 4947.07
75.0' VC
PVI STA = 10+84.80
PVI ELEV = 4964.08
A.D. = 3.19
K = 23.51
BVCS: 10+47.30
BVCE: 4964.83
EVCS: 11+22.30
EVCE: 4962.14
100.0' VC
PVI STA = 13+90.94
PVI ELEV = 4947.96
BCVS: 13+40.94
BVCE: 4950.65
ECVS: 14+40.94
EVCE: 4947.64
A.D. = 4.74
K = 21.08
18.58'
FL-EOC
MISTY MEADOW DR
DANCING CATTAIL DR
LOT 8
LOT 9
LOT 5
LOT 2
LOT 89 LOT 10 LOT 11
LOT 15
LOT 13
LOT 14
LOT 1
LOT 2
LOT 4
LOT 3
LOT 5
LOT 6
LOT 7
LOT 1
LOT 1
LOT 2
LOT 3
LOT 68 LOT 4
LOT 15
LOT 11
LOT 9
LOT 10
LOT 12
LOT 74
LOT 13
LOT 14
LOT 17
LOT 16
LOT 3
LOT 6
LOT 7
LOT 82
LOT 5
LOT 4
LOT 1
LOT 2
LOT 8
LOT 12
TRACT H
TRACT G
TRACT F
TRACT P
TRACT Q
FLYING MALLARD DR
PROPOSED DRIVE OVER
CURB AND GUTTER
BLOCK 14
BLOCK 15
BLOCK 13
E
E
E E
E
E
E
E
E
E
E E E
G G G G
G
G
G G
G G
G G
E
E
E
E
E
E
E
E
E
E
E
E
E
E
G
G
G
G
G
G
G
G
G G
E E E
E E E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
G G G
G
G
G
G
G
G
G
G
G
G
G
G G G G
G
G
G
G G G
G G
G
G G
G
VAULT
VAULT
VAULT
VAULT
VAULT
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
9' UTILITY EASEMENT
4.5' SIDEWALK
PRIVATE
ALLEY 1
STA. = 10+00.00
(ALLEY 1)
STA. = 20+08.95
(MISTY MEADOW DR)
PROPOSED 1'
CONCRETE RIBBON
∆
PROPOSED 12'
CONCRETE PAN STORM DRAIN 1
SEE SHEET ST1
5' TRAIL 5' TRAIL
TRACT S
DUA
STA. = 17+90.89
(ALLEY 1)
STA. = 15+75.70
(DANCING CATTAIL DR)
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
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 66
NORTH
RIGHT FLOWLINE
PRIVATE ALLEY 1
SCALE : 1" = 40' (H) 1" = 5' (V)
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.
6. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8. PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO
FACE OF WALK
6. PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS
THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC
ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS
DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC
OPERATIONS AT 970-221-6630 FOR FIELD REVIEW.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
B M
KEYMAP
ALLEY 1
R10
PLAN AND PROFILE
PRIVATE ALLEY 1
43
TIE TO EXISTING
STA.=12+12.40
EL. = 4971.644
FO
FO
FO
FO
FO
FO
E
E
E
E
E
E
FALLEN BRANCH DR
4.5' SIDEWALK
9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT
LOT 1
LOT 8
LOT 6
LOT 7
LOT 9
LOT 16
LOT 15
STA. = 10+00.00
(FALLEN BRANCH DRIVE)
STA. = 14+96.68
(MISTY MEADOW DRIVE)
MISTY MEADOW DR
SEE SHEET R1
MISTY MEADOW DR
SEE SHEET R2
PROPOSED DRIVE OVER
CURB AND GUTTER
PLANNED HANSEN FARM
PLANNED HANSEN FARM
PLANNED
24"x36" RCBC
BLOCK 12
BLOCK 11
BLOCK 10
TRACT A
DRAINAGE & PEDESTRIAN
ACCESS EASEMENT
DITCH LATERAL
"STOP" SIGN W/
STREET NAMES
KNOBBY PINE DRIVE
KNOBBY PINE DRIVE
36'
FL-FL
59'
ROW
65' CROWN TRANSITION
30' EASEMENT REC.
NO. 20140004033
15' EASEMENT REC.
NO. 20110070565
4960
4965
4970
4975
4980
4985
4960
4965
4970
4975
4980
4985
9+50 10+00 11+00 12+00 13+00 13+50
-4.38%
2.00%
2.40%
PVI STA = 10+34.43
PVI ELEV = 4971.24
PVI STA = 10+56.98
PVI ELEV = 4971.69
PVI STA = 13+03.12
PVI ELEV = 4967.19
136.0' VC
HP ELEV = 4972.86
HP STA = 11+29.70
PVI STA = 11+49.57
PVI ELEV = 4973.91
BVCS: 10+81.57
BVCE: 4972.28
EVCS: 12+17.57
EVCE: 4970.93
A.D. = 6.78
K = 20.05
4972.12
4972.64
4972.85
4972.76
4972.35
4971.63
4970.61
4969.51
4968.42
4967.32
24"x36"
STA.=12+14.98
INV.=4967.96
TIE TO EXISITNG
STA.=12+12.40
EL. = 4971.153
4960
4965
4970
4975
4980
4985
4960
4965
4970
4975
4980
4985
9+50 10+00 11+00 12+00 13+00 13+50
-4.40%
2.00%
2.40%
PVI STA = 10+35.58
PVI ELEV = 4971.26
PVI STA = 10+56.98
PVI ELEV = 4971.69
PVI STA = 13+03.12
PVI ELEV = 4967.19
136.0' VC
HP ELEV = 4972.87
HP STA = 11+29.98
PVI STA = 11+49.98
PVI ELEV = 4973.92
BVCS: 10+81.98
BVCE: 4972.29
EVCS: 12+17.98
EVCE: 4970.93
A.D. = 6.80
K = 20.00
-4.40%
2.00%
2.40%
PVI STA = 10+35.58
PVI ELEV = 4971.26
PVI STA = 10+56.98
PVI ELEV = 4971.69
PVI STA = 13+03.12
PVI ELEV = 4967.19
136.0' VC
HP ELEV = 4972.87
HP STA = 11+29.98
PVI STA = 11+49.98
PVI ELEV = 4973.92
BVCS: 10+81.98
BVCE: 4972.29
EVCS: 12+17.98
EVCE: 4970.93
A.D. = 6.80
K = 20.00
4972.12
4972.64
4972.86
4972.77
4972.36
4971.64
4970.62
4969.52
4968.42
4967.32
24"x36"
STA.=12+16.50
INV.=4967.90
TIE TO EXISTING
STA.=12+12.40
EL. = 4971.167
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
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 66
NORTH
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.
6. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8. PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO
FACE OF WALK
6. PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS
THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC
ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS
DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC
OPERATIONS AT 970-221-6630 FOR FIELD REVIEW.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
CENTERLINE
FALLEN BRANCH DR
SCALE : 1" = 40' (H) 1" = 5' (V)
B M
KEYMAP
E
R9
PLAN & PROFILE
FALLEN BRANCH DR
42
LEFT FLOWLINE
FALLEN BRANCH DR
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
FALLEN BRANCH DR
SCALE : 1" = 40' (H) 1" = 5' (V)
4958.03
4953.26
4950.99
4950.43
4949.93
4965.18
4964.04
4962.17
4960.95
4959.53
4956.60
4955.33
4952.46
4951.81
4951.32
4950.81
4950.68
4950.56
4950.31
4950.18
4950.06
4949.73
4949.33
4948.83
24" RCP
STA.=12+76.54
INV.=4946.66
PROPOSED GRADE EXISTING GROUND
EXISTING GROUND
PROPOSED GRADE
E
E
E
E
E
E
E E
E E E E
E
G
G
G
G
G
G
G G
G
G
G
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E E E
E
E
E
G
G
G
G G
G
G
G
G
G
G
G
G
G
G G
E
E
E
E
E
E
E E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
V
AULT
VAULT
VAULT
VAULT
VAULT
VAULT
E
E
E
E
E
E
E
E
E
E
E
E
E
E
MISTY MEADOW DR
SEE SHEET
R2
DANCING CATTAIL DR
SEE SHEET R4
LOT 9
LOT 5
LOT 89
LOT 10
LOT 11
LOT 15
LOT 13
LOT 14
LOT 1
LOT 2
LOT 4
LOT 3
LOT 5
LOT 9
LOT 6 LOT 7
LOT 8
LOT 12
LOT 10
LOT 11
LOT 13
LOT 7 LOT 6
LOT 12
LOT 11
LOT 3
LOT 6
LOT 7
LOT 82
LOT 5
LOT 4
LOT 1
LOT 2
LOT 8
LOT 12
TRACT I
TRACT H
TRACT G
TRACT Q
TRACT S
DUA
PROPOSED VERTICAL
CURB AND GUTTER
BLOCK 14
BLOCK 15
BLOCK 16
TRACT A
DRAINAGE & PEDESTRIAN
ACCESS EASEMENT
4.5' SIDEWALK
STORM DRAIN 1
SEE SHEET
ST1
FLYING MALLARD DR
9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT
TRACT D
DUA&EAE
STA. = 10+00.00
(FLYING MALLARD DR)
STA. = 21+38.04
(MISTY MEADOW DR)
BLOCK 6
STA. = 16+96.43
(FLYING MALLARD DR)
STA. = 17+04.78
(DANCING CATTAIL DR)
DANCING CATTAIL DR
SEE SHEET
R4
MISTY MEADOW DR
SEE SHEET
R2
57'
ROW
36'
FL-FL
∆
∆
∆
80.00' CROWN TRANSITION
75.00' CROWN TRANSITION
4945
4950
4955
4960
4965
4970
4945
4950
4955
4960
4965
4970
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+25
-6.25%
-2.10%
-0.50%
-0.74%
PVI STA = 10+35.00
PVI ELEV = 4964.54
PVI STA = 16+06.34
PVI ELEV = 4949.31
PVI STA = 16+48.26
PVI ELEV = 4949.00
124.0' VC
PVI STA = 11+09.30
PVI ELEV = 4962.98
BVCS: 10+47.30
BVCE: 4964.28
EVCS: 11+71.30
EVCE: 4959.10
A.D. = 4.15
K = 29.88
214.0' VC
PVI STA = 13+03.74
PVI ELEV = 4950.83
BCVS: 11+96.74
BVCE: 4957.51
ECVS: 14+10.74
EVCE: 4950.29
A.D. = 5.75
K = 37.22
4964.22
4963.57
4962.71
4961.64
4960.36
4958.87
4957.31
4955.86
4954.57
4953.45
4952.49
4951.71
4951.09
4950.64
4950.36
4950.22
4950.10
4949.97
4949.85
4949.72
4949.60
4949.47
4949.35
4949.18
PROPOSED GRADE EXISTING GROUND
EXISTING GROUND
4945
4950
4955
4960
4965
4970
4945
4950
4955
4960
4965
4970
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+25
-5.79%
-0.50%
-1.26%
-2.00%
PVI STA = 10+35.00
PVI ELEV = 4964.46
PVI STA = 16+74.60
PVI ELEV = 4948.83
130.0' VC
PVI STA = 11+08.35
PVI ELEV = 4962.99
BVCS: 10+43.35
BVCE: 4964.29
EVCS: 11+73.35
EVCE: 4959.23
A.D. = 3.79
K = 34.33
49.8' VC
PVI STA = 16+39.68
PVI ELEV = 4949.27
BVCS: 16+14.77
BVCE: 4949.39
EVCS: 16+64.58
EVCE: 4948.95
A.D. = 0.76
K = 65.38
228.1' VC
PVI STA = 13+17.72
PVI ELEV = 4950.88
BCVS: 12+03.67
BVCE: 4957.48
ECVS: 14+31.77
EVCE: 4950.31
A.D. = 5.29
K = 43.14
4964.15
4963.51
4962.69
4961.69
4960.50
4959.14
4957.69
4956.30
4955.04
4953.94
4952.98
4952.16
4951.49
4950.96
4950.58
4950.35
4950.22
4950.09
4949.97
4949.84
4949.72
4949.59
4949.47
4949.33
4949.12
PROPOSED GRADE EXISTING GROUND
EXISTING GROUND
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Sheet
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 66
NORTH
CENTERLINE
FLYING MALLARD DR
SCALE : 1" = 40' (H) 1" = 5' (V)
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.
6. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8. PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO
FACE OF WALK
6. PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS
THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC
ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS
DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC
OPERATIONS AT 970-221-6630 FOR FIELD REVIEW.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
B M
KEYMAP
D
R8
PLAN AND PROFILE
FLYING MALLARD DR
41
LEFT FLOWLINE
FLYING MALLARD DR
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
FLYING MALLARD DR
SCALE : 1" = 40' (H) 1" = 5' (V)
A.D. = 1.00
K = 75.00
75.0' VC
LP ELEV = 4946.07
LP STA = 24+73.58
PVI STA = 24+73.58
PVI ELEV = 4945.98
BCVS: 24+36.08
BVCE: 4946.17
ECVS: 25+11.08
EVCE: 4946.17
A.D. = 1.00
K = 75.00
0.50%
-0.50%
0.50%
PVI STA = 26+77.39
PVI ELEV = 4947.00
75.0' VC
HP ELEV = 4948.18
HP STA = 20+15.87
PVI STA = 20+15.87
PVI ELEV = 4948.27
BVCS: 19+78.37
BVCE: 4948.08
EVCS: 20+53.37
EVCE: 4948.08
A.D. = 1.00
K = 75.00
75.0' VC
LP ELEV = 4946.07
LP STA = 24+73.58
PVI STA = 24+73.58
PVI ELEV = 4945.98
BCVS: 24+36.08
BVCE: 4946.17
ECVS: 25+11.08
EVCE: 4946.17
A.D. = 1.00
K = 75.00
4948.16
4947.85
4947.35
4946.85
4946.35
4946.12
4946.61
4947.82
4947.94
4948.07
4948.17
4948.10
4947.97
4947.72
4947.60
4947.47
4947.22
4947.10
4946.97
4946.72
4946.60
4946.47
4946.22
4946.11
4946.07
4946.24
4946.36
4946.49
4946.74
4946.86
4946.99
FUTURE GRADE (TO REMAIN HIGH AS
EMERGENCY OUTFALL ELEVATION
FOR SITE IS ESTIMATED TO BE
APPROXIMATELY 4945')
EXISTING GROUND
PROPOSED GRADE EXISTING GROUND
END PROPOSED ROADWAY
STA.=20+04.28
EL. = 4948.167
PROPOSED GRADE
FUTURE GRADE EXISTING GROUND
FUTURE GRADE
EXISTING GROUND
STREET C Right Flowline
4935
4940
4945
4950
4955
4960
4935
4940
4945
4950
4955
4960
19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00
4947.76
4947.38
4946.88
4946.38
4945.88
4945.75
4946.25
4947.45
4947.58
4947.70
4947.73
4947.63
4947.50
4947.25
4947.13
4947.00
4946.75
4946.63
4946.50
4946.25
4946.13
4946.00
4945.75
4945.67
4945.67
4945.87
4946.00
4946.12
4946.37
4946.50
PROPOSED GRADE EXISTING GROUND
EXISTING GROUND
END PROPOSED CURB AND GUTTER
STA.=19+93.32
EL. = 4947.746
0.50%
0.50%
-0.50%
PVI STA = 26+66.41
PVI ELEV = 4946.58
75.0' VC
HP ELEV = 4947.76
HP STA = 20+04.90
PVI STA = 20+04.90
PVI ELEV = 4947.85
BVCS: 19+67.40
BVCE: 4947.66
EVCS: 20+42.40
EVCE: 4947.66
A.D. = 1.00
K = 75.00
75.0' VC
LP ELEV = 4945.66
LP STA = 24+62.60
PVI STA = 24+62.60
PVI ELEV = 4945.56
BCVS: 24+25.10
BVCE: 4945.75
ECVS: 25+00.10
EVCE: 4945.75
A.D. = 1.00
K = 75.00
4935
4940
4945
4950
4955
4960
4935
4940
4945
4950
4955
4960
19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00
4947.71
4947.48
4946.98
4946.48
4945.98
4945.67
4946.14
4947.34
4947.47
4947.59
4947.76
4947.72
4947.61
4947.36
4947.23
4947.11
4946.86
4946.73
4946.61
4946.36
4946.23
4946.11
4945.86
4945.74
4945.66
4945.76
4945.89
4946.01
4946.26
4946.39
4946.51
0.50%
-0.50%
0.50%
PVI STA = 26+88.37
PVI ELEV = 4946.58
75.0' VC
HP ELEV = 4947.76
HP STA = 20+26.85
PVI STA = 20+26.85
PVI ELEV = 4947.85
BVCS: 19+89.35
BVCE: 4947.66
EVCS: 20+64.35
EVCE: 4947.66
A.D. = 1.00
K = 75.00
75.0' VC
LP ELEV = 4945.66
LP STA = 24+84.56
PVI STA = 24+84.56
PVI ELEV = 4945.56
BCVS: 24+47.06
BVCE: 4945.75
ECVS: 25+22.06
EVCE: 4945.75
A.D. = 1.00
K = 75.00
PROPOSED GRADE EXISTING GROUND
EXISTING GROUND
END PROPOSED CURB AND GUTTER
STA.=20+15.28
EL. = 4947.752
NORTH
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Sheet
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 66
LINE
MATCH
STA
19+00
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.
6. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8. PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO
FACE OF WALK
6. PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS
THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC
ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS
DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC
OPERATIONS AT 970-221-6630 FOR FIELD REVIEW.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
CENTERLINE
CROAKING TOAD DR
SCALE : 1" = 40' (H) 1" = 5' (V)
B M
KEYMAP
R7
PLAN AND PROFILE
CROAKING TOAD DR
40
C
C
LEFT FLOWLINE
CROAKING TOAD DR
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
CROAKING TOAD DR
SCALE : 1" = 40' (H) 1" = 5' (V)
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E
E
E
E E E E
E
E
E
E E
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G
G
G
G G
G
G
G
G
G
G
G
G
G
E
E
E
E
E
E E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
V
AULT
VAULT
VAULT
VAULT
VAULT
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
TRACT F
PROPOSED DRIVE
OVER CURB AND
GUTTER
4.5' SIDEWALK
9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT
CROAKING TOAD DR
MISTY MEADOW DR
SEE SHEET
R2
DANCING
CATTAIL DR
SEE SHEET
R4
5' TRAIL
5' TRAIL
TRACT G
"STOP" SIGN w/
STREET NAMES
BLOCK 14
STORM DRAIN 1
SEE SHEET ST1
∆
∆
MISTY MEADOW DR
SEE SHEET
R2
ALLEY 1
PROPOSED FOREBAY
(SEE DETAIL SHEET
D4
)
75' CROWN TRANSITION
75' CROWN TRANSITION
4940
4945
4950
4955
4960
4965
4940
4945
4950
4955
4960
4965
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
4963.96
4962.26
4958.10
4953.55
4949.09
4946.90
4945.95
4946.69
4947.19
4963.68
4963.34
4962.90
4961.42
4960.38
4959.24
4956.96
4955.83
4954.69
4952.41
4951.28
4950.14
4948.24
4947.60
4947.15
4946.77
4946.64
4946.39
4945.63
4946.13
4946.50
4946.82
4946.94
4947.07
4947.32
4947.44
4947.57
PROPOSED GRADE
EXISTING GROUND
PROPOSED GRADE EXISTING GROUND
-0.95%
0.50%
2.00%
0.50%
-0.50%
-2.00%
-4.55%
-1.35%
PVI STA = 10+00.00
PVI ELEV = 4963.96
PVI STA = 10+13.83
PVI ELEV = 4963.83
PVI STA = 18+72.78
PVI ELEV = 4947.55
PVI STA = 16+20.45
PVI ELEV = 4945.54
50.0' VC
PVI STA = 15+70.45
PVI ELEV = 4946.54
BVCS: 15+45.45
BVCE: 4946.67
EVCS: 15+95.45
EVCE: 4946.04
A.D. = 1.50
K = 33.33
50.0' VC
PVI STA = 16+70.45
PVI ELEV = 4946.54
BVCS: 16+45.45
BVCE: 4946.04
EVCS: 16+95.45
EVCE: 4946.67
A.D. = 1.50
K = 33.33
100.0' VC
PVI STA = 10+99.60
PVI ELEV = 4962.67
BVCS: 10+49.60
BVCE: 4963.34
EVCS: 11+49.60
EVCE: 4960.39
A.D. = 3.20
K = 31.25
127.0' VC
PVI STA = 14+39.70
PVI ELEV = 4947.20
BCVS: 13+76.20
BVCE: 4950.09
ECVS: 15+03.20
EVCE: 4946.88
A.D. = 4.05
K = 31.36
24" RCP
STA.=13+58.01
INV.=4945.19
4940
4945
4950
4955
4960
4965
4940
4945
4950
4955
4960
4965
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
0.50%
-2.00%
-0.51%
0.50%
-4.66%
PVI STA = 10+35.00
PVI ELEV = 4963.35
PVI STA = 16+10.11
PVI ELEV = 4945.88
PVI STA = 18+61.81
PVI ELEV = 4947.14
124.3' VC
PVI STA = 14+32.93
PVI ELEV = 4946.78
BCVS: 13+70.79
BVCE: 4949.67
ECVS: 14+95.08
EVCE: 4946.46
A.D. = 4.15
K = 29.97
0.50%
-2.00%
-0.51%
0.50%
-4.66%
95.0' VC
PVI STA = 11+08.64
PVI ELEV = 4961.87
BVCS: 10+61.14
BVCE: 4962.82
EVCS: 11+56.14
EVCE: 4959.66
A.D. = 2.66
K = 35.78
124.3' VC
PVI STA = 14+32.93
PVI ELEV = 4946.78
BCVS: 13+70.79
BVCE: 4949.67
ECVS: 14+95.08
EVCE: 4946.46
A.D. = 4.15
K = 29.97
4961.84
4957.62
4952.97
4948.45
4946.44
4945.93
4946.33
4946.83
4963.05
4962.52
4960.98
4959.94
4958.78
4956.46
4955.29
4954.13
4951.80
4950.64
4949.48
4947.64
4947.03
4946.63
4946.31
4946.18
4946.06
4945.95
4946.08
4946.20
4946.45
4946.58
4946.70
4946.95
4947.08
4947.20
PROPOSED GRADE EXISTING GROUND EXISTING GROUND
PROPOSED GRADE
4940
4945
4950
4955
4960
4965
4940
4945
4950
4955
4960
4965
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
-4.45%
0.50%
-1.54%
2.00%
-0.50%
-1.96%
0.50%
130.0' VC
PVI STA = 14+46.38
PVI ELEV = 4946.78
BCVS: 13+81.38
BVCE: 4949.67
ECVS: 15+11.38
EVCE: 4946.46
A.D. = 3.95
K = 32.92
-4.45%
0.50%
-1.54%
2.00%
-0.50%
-1.96%
0.50%
PVI STA = 10+35.00
PVI ELEV = 4963.12
PVI STA = 16+30.78
PVI ELEV = 4945.11
PVI STA = 18+83.76
PVI ELEV = 4947.14
95.0' VC
PVI STA = 11+02.50
PVI ELEV = 4962.08
BVCS: 10+55
BVCE: 4962.82
EVCS: 11+50
EVCE: 4959.97
A.D. = 2.91
K = 32.65
50.0' VC
PVI STA = 15+79.74
PVI ELEV = 4946.12
BVCS: 15+54.74
BVCE: 4946.24
EVCS: 16+04.74
EVCE: 4945.62
A.D. = 1.46
K = 34.14
50.0' VC
PVI STA = 16+81.35
PVI ELEV = 4946.12
BVCS: 16+56.35
BVCE: 4945.62
EVCS: 17+06.35
EVCE: 4946.25
A.D. = 1.50
K = 33.39
130.0' VC
PVI STA = 14+46.38
PVI ELEV = 4946.78
BCVS: 13+81.38
BVCE: 4949.67
ECVS: 15+11.38
EVCE: 4946.46
A.D. = 3.95
K = 32.92
4961.81
4957.75
4953.30
4948.90
4946.53
4945.71
4946.21
4946.72
4962.89
4962.45
4960.99
4959.97
4958.86
4956.63
4955.52
4954.41
4952.18
4951.07
4949.96
4948.02
4947.34
4946.84
4946.39
4946.26
4946.08
4945.23
4945.50
4945.94
4946.34
4946.47
4946.59
4946.84
4946.97
4947.09
PROPOSED GRADE EXISTING GROUND
EXISTING GROUND
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Sheet
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 66
NORTH
LINE
MATCH
STA
19+00
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.
6. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8. PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO
FACE OF WALK
6. PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS
THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC
ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS
DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC
OPERATIONS AT 970-221-6630 FOR FIELD REVIEW.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
CENTERLINE
CROAKING TOAD DR
SCALE : 1" = 40' (H) 1" = 5' (V)
B M
KEYMAP
C
C
R6
PLAN AND PROFILE
CROAKING TOAD DR
39
LEFT FLOWLINE
CROAKING TOAD DR
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
CROAKING TOAD DR
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET R7 STA 19+00
4.5' SIDEWALK
9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT
WINDY WILLOW DR
LOT 9 LOT 8 LOT 7
LOT 5
LOT 6
LOT 4
LOT 1
∆
∆
∆
∆
∆
STA. = 17+04.78
(DANCING CATTAIL DRIVE)
STA. = 16+96.43
(FLYING MALLARD DRIVE)
∆
LOT 8
LOT 9
LOT 6
LOT 3
LOT 7
LOT 4
LOT 5
LOT 10
LOT 11
TRACT T
DUE
BLOCK 16
BLOCK 5
E
E
E
E
E
G
G
G
G
G G
G
G
G
G
G G G
G
G
E
E
E
E
E
E E E E
E
E E
E
G
G G G G
G
G
G
E
E
E
E
E
E
E
E
E
G
G
G
G
G
VAULT
VAULT
VAULT
E
E
E
E
E
PROPOSED VERTICAL
CURB AND GUTTER
4.5' SIDEWALK
9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT
"STOP" SIGN w/
STREET NAMES
WINDY WILLOW DR
57'
ROW
36'
FL-FL
5' TRAIL
5' TRAIL
TRACT J
TRACT I
STA. = 24+49.90
(WINDY WILLOW DR)
STA. = 23+79.04
(MISTY MEADOW DR)
LOT 1
LOT 2
LOT 1
STORM DRAIN 1
SEE SHEET ST1
∆
∆
∆
∆
121' CROWN TRANSITION
4945
4950
4955
4960
4965
4970
4945
4950
4955
4960
4965
4970
16+50 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 25+50
4949.08
4949.58
4950.31
4950.94
4951.45
4953.74
4958.25
4961.80
4948.96
4949.21
4949.33
4949.46
4949.71
4949.83
4950.07
4950.52
4950.71
4950.86
4951.03
4951.12
4951.23
4951.81
4952.31
4952.95
4954.66
4955.73
4956.94
4959.42
4960.40
4961.18
4962.35
PROPOSED GRADE EXISTING GROUND
PROPOSED GRADE
EXISTING GROUND 18" RCP STORM
STA.=22+50.70
INV.=4947.63
2.20%
5.30%
2.40%
2.00%
0.75%
0.50%
0.96%
0.50%
0.35%
PVI STA = 24+49.90
PVI ELEV = 4962.87
PVI STA = 24+11.07
PVI ELEV = 4962.07
PVI STA = 24+36.07
PVI ELEV = 4962.57
PVI STA = 19+65.76
PVI ELEV = 4950.82
PVI STA = 18+50.25
PVI ELEV = 4949.83
PVI STA = 19+10.78
PVI ELEV = 4950.41
PVI STA = 20+60.37
PVI ELEV = 4951.16
93.0' VC
PVI STA = 23+39.42
PVI ELEV = 4960.35
BVCS: 22+92.92
BVCE: 4957.88
EVCS: 23+85.92
EVCE: 4961.47
A.D. = 2.90
K = 32.03
212.0' VC
PVI STA = 21+77.10
PVI ELEV = 4951.74
BCVS: 20+71.11
BVCE: 4951.21
ECVS: 22+83.08
EVCE: 4957.36
A.D. = 4.80
K = 44.12
4945
4950
4955
4960
4965
4970
4945
4950
4955
4960
4965
4970
16+50 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 25+50
4.97%
0.90%
0.50%
0.83%
0.50%
3.21%
PVI STA = 18+50.00
PVI ELEV = 4949.40
PVI STA = 19+07.78
PVI ELEV = 4949.88
PVI STA = 19+39.20
PVI ELEV = 4950.16
PVI STA = 24+01.51
PVI ELEV = 4962.24
93.0' VC
PVI STA = 23+25.59
PVI ELEV = 4959.81
BVCS: 22+79.09
BVCE: 4957.49
EVCS: 23+72.09
EVCE: 4961.30
A.D. = 1.76
K = 52.75
225.3' VC
PVI STA = 21+53.12
PVI ELEV = 4951.23
BCVS: 20+40.45
BVCE: 4950.67
ECVS: 22+65.78
EVCE: 4956.83
A.D. = 4.47
K = 50.41
4948.65
4949.15
4949.82
4950.47
4951.32
4953.99
4958.49
4962.19
4948.53
4948.78
4948.90
4949.03
4949.27
4949.40
4949.61
4950.04
4950.22
4950.34
4950.59
4950.73
4950.96
4951.80
4952.41
4953.14
4954.97
4956.07
4957.29
4959.58
4960.54
4961.39
PROPOSED GRADE EXISTING GROUND
PROPOSED GRADE
EXISTING GROUND
4945
4950
4955
4960
4965
4970
4945
4950
4955
4960
4965
4970
16+50 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 25+50
5.56%
0.50%
2.53%
0.50%
PVI STA = 18+50.25
PVI ELEV = 4949.40
PVI STA = 24+38.55
PVI ELEV = 4961.71
93.0' VC
PVI STA = 23+65.22
PVI ELEV = 4959.86
BVCS: 23+18.72
BVCE: 4957.27
EVCS: 24+11.72
EVCE: 4961.04
A.D. = 3.04
K = 30.63
202.6' VC
PVI STA = 22+09.51
PVI ELEV = 4951.20
BCVS: 21+08.22
BVCE: 4950.69
ECVS: 23+10.79
EVCE: 4956.83
A.D. = 5.06
K = 40.00
4948.65
4949.15
4949.65
4950.15
4950.65
4952.20
4956.25
4960.72
4948.53
4948.78
4948.90
4949.03
4949.27
4949.40
4949.52
4949.77
4949.90
4950.02
4950.27
4950.40
4950.52
4950.81
4951.12
4951.58
4952.98
4953.91
4955.00
4957.62
4958.85
4959.89
4961.37
PROPOSED GRADE EXISTING GROUND
PROPOSED GRADE
EXISTING GROUND
NORTH
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Sheet
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 66
LINE
MATCH STA
16+50
NORTH
LINE
MATCH STA
20+00
LINE
MATCH STA
20+00
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.
6. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8. PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO
FACE OF WALK
6. PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS
THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC
ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS
DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC
OPERATIONS AT 970-221-6630 FOR FIELD REVIEW.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
CENTERLINE
WINDY WILLOW DR
SCALE : 1" = 40' (H) 1" = 5' (V)
B M
KEYMAP
B B
B2
R5
WINDY WILLOW DR PLAN AND PROFILE
DANCING CATTAIL DR &
38
CENTERLINE
DANCING CATTAIL DR
SCALE : 1" = 40' (H) 1" = 5' (V)
LEFT FLOWLINE
WINDY WILLOW DR
SCALE : 1" = 40' (H) 1" = 5' (V)
LEFT FLOWLINE
DANCING CATTAIL DR
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
WINDY WILLOW DR
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
DANCING CATTAIL DR
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET R4 STA 16+50
G
G
G
G G G G G
G
G G G G G G G
G
G
G G G G
G
G
E
E E E E
E
E E
G G
G G G
G G G G
G
G
VAULT
VAULT
VAULT
VAULT
E
E
VAULT
DANCING CATTAIL DR
AUTUMN BREEZE CT
SEE SHEET INT1
CROAKING TOAD DR
SEE SHEET R6
4.5' SIDEWALK
9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT
PROPOSED DRIVE OVER
CURB AND GUTTER
CURB CUT &
CONCRETE RUNDOWN
"STOP" SIGN w/
STREET NAMES
"STOP" SIGN w/
STREET NAMES
STA. = 14+63.78
(DANCING CATTAIL DRIVE)
STA. = 18+72.79
(CROAKING TOAD DRIVE)
STA. = 11+54.75
(DANCING CATTAIL DRIVE)
STA. = 10+29.73
(AUTUMN BREEZE CT)
LOT 11 LOT 10 LOT 9
LOT 13
LOT 11 LOT 8
78.00 CROWN TRANSITION 78.00 CROWN TRANSITION
4935
4940
4945
4950
4955
4960
4935
4940
4945
4950
4955
4960
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50
4946.28
4946.78
4947.28
4947.78
4948.04
4947.58
4948.58
4946.40
4946.53
4946.65
4946.90
4947.03
4947.15
4947.40
4947.53
4947.65
4947.90
4948.03
4948.15
4947.63
4947.25
4947.31
4948.04
4948.32
4948.46
4948.71
PROPOSED GRADE
EXISTING GROUND
PROPOSED GRADE EXISTING GROUND
2.20% -2.20%
2.00%
-2.00%
0.50%
0.50%
PVI STA = 10+00.00
PVI ELEV = 4946.28
PVI STA = 14+43.95
PVI ELEV = 4947.25
PVI STA = 14+46.95
PVI ELEV = 4947.18
PVI STA = 14+49.95
PVI ELEV = 4947.25
PVI STA = 14+63.78
PVI ELEV = 4947.55
PVI STA = 14+77.62
PVI ELEV = 4947.25
PVI STA = 14+80.62
PVI ELEV = 4947.18
PVI STA = 14+83.62
PVI ELEV = 4947.25
50.0' VC
HP ELEV = 4948.15
HP STA = 13+78.96
PVI STA = 13+93.95
PVI ELEV = 4948.25
BVCS: 13+68.95
BVCE: 4948.12
EVCS: 14+18.95
EVCE: 4947.75
A.D. = 2.50
K = 20.00
50.0' VC
PVI STA = 15+33.62
PVI ELEV = 4948.25
BVCS: 15+08.62
BVCE: 4947.75
EVCS: 15+58.62
EVCE: 4948.37
A.D. = 1.50
K = 33.33
4935
4940
4945
4950
4955
4960
4935
4940
4945
4950
4955
4960
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50
0.50%
-1.38%
2.50%
-2.50%
1.38%
0.50%
PVI STA = 10+00.00
PVI ELEV = 4945.86
PVI STA = 14+43.95
PVI ELEV = 4947.13
PVI STA = 14+46.95
PVI ELEV = 4947.06
PVI STA = 14+49.95
PVI ELEV = 4947.13
PVI STA = 14+63.78
PVI ELEV = 4947.48
PVI STA = 14+77.62
PVI ELEV = 4947.13
PVI STA = 14+80.62
PVI ELEV = 4947.06
PVI STA = 14+83.62
PVI ELEV = 4947.13
50.0' VC
HP ELEV = 4947.73
HP STA = 13+82.21
PVI STA = 13+93.95
PVI ELEV = 4947.82
BVCS: 13+68.95
BVCE: 4947.70
EVCS: 14+18.95
EVCE: 4947.48
A.D. = 1.88
K = 26.58
50.0' VC
PVI STA = 15+33.62
PVI ELEV = 4947.82
BVCS: 15+08.62
BVCE: 4947.48
EVCS: 15+58.62
EVCE: 4947.95
A.D. = 0.88
K = 56.83
4945.86
4946.36
4946.86
4947.36
4947.67
4947.36
4948.15
4945.98
4946.11
4946.23
4946.48
4946.61
4946.73
4946.98
4947.11
4947.23
4947.48
4947.61
4947.72
4947.40
4947.13
4947.20
4947.68
4947.90
4948.03
4948.28
PROPOSED GRADE EXISTING GROUND
EXISTING GROUND
PROPOSED GRADE
4935
4940
4945
4950
4955
4960
4935
4940
4945
4950
4955
4960
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50
0.50%
0.50%
-1.08%
2.20% -2.20%
1.08%
PVI STA = 10+00.00
PVI ELEV = 4945.86
PVI STA = 14+43.95
PVI ELEV = 4947.28
PVI STA = 14+46.95
PVI ELEV = 4947.21
PVI STA = 14+50.00
PVI ELEV = 4947.33
PVI STA = 14+63.78
PVI ELEV = 4947.63
PVI STA = 14+77.62
PVI ELEV = 4947.32
PVI STA = 14+80.62
PVI ELEV = 4947.21
PVI STA = 14+83.62
PVI ELEV = 4947.28
50.0' VC
HP ELEV = 4947.74
HP STA = 13+84.71
PVI STA = 13+93.95
PVI ELEV = 4947.82
BVCS: 13+68.95
BVCE: 4947.70
EVCS: 14+18.95
EVCE: 4947.55
A.D. = 1.58
K = 31.60
50.0' VC
PVI STA = 15+33.62
PVI ELEV = 4947.82
BVCS: 15+08.62
BVCE: 4947.55
EVCS: 15+58.62
EVCE: 4947.95
A.D. = 0.58
K = 86.09
4945.86
4945.98
4946.11
4946.23
4946.36
4946.48
4946.61
4946.73
4946.86
4946.98
4947.11
4947.23
4947.36
4947.48
4947.61
4947.72
4947.70
4947.49
4947.33
4947.38
4947.46
4947.71
4947.90
4948.03
4948.15
4948.28
PROPOSED GRADE EXISTING GROUND
PROPOSED GRADE
EXISTING GROUND
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Sheet
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 66
NORTH
LINE
MATCH STA
16+50
CENTERLINE
DANCING CATTAIL DR
SCALE : 1" = 40' (H) 1" = 5' (V)
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.
6. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8. PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO
FACE OF WALK
6. PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS
THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC
ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS
DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC
OPERATIONS AT 970-221-6630 FOR FIELD REVIEW.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
B M
KEYMAP
B B
B2
R4
PLAN AND PROFILE
DANCING CATTAIL DR
37
MATCH LINE SEE SHEET R5 STA 16+50
LEFT FLOWLINE
DANCING CATTAIL DR
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
DANCING CATTAIL DR
SCALE : 1" = 40' (H) 1" = 5' (V)
G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G G
G
G
G
G
G
G
G
G
G
G
G
G
E
E
E
E E
E
E
G
G
G
G
VAULT
VAULT
E
E
VAULT
"STOP" SIGN w/
STREET NAMES
9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT
4.5' SIDEWALK
STA. = 27+57.92
(MISTY MEADOW DRIVE)
STA. = 20+55.15
(ZEPHYR RD)
WINDY WILLOW DR
SEE SHEET R5
PROPOSED DRIVE OVER
CURB AND GUTTER
LOT 2
LOT 1
BLOCK 1
BLOCK 5
∆
∆
STORM DRAIN 1
SEE SHEET
ST1
75.00 CROWN TRANSITION
4950
4955
4960
4965
4970
4975
4950
4955
4960
4965
4970
4975
23+00 24+00 25+00 26+00 27+00 28+00 29+00
EXISTING GROUND
PROPOSED GRADE
4962.45
4960.45
4958.45
4956.45
4963.95
4963.45
4962.95
4961.95
4961.45
4960.95
4959.95
4959.45
4958.95
4957.95
4957.45
4956.95
4955.95
4956.28
PROPOSED GRADE EXISTING GROUND
PVI STA = 27+24.87
PVI ELEV = 4955.96
PVI STA = 27+28.87
PVI ELEV = 4955.86
PVI STA = 27+32.88
PVI ELEV = 4955.96
PVI STA = 27+57.92
PVI ELEV = 4956.42
1.86%
-2.00%
4950
4955
4960
4965
4970
4975
4950
4955
4960
4965
4970
4975
23+00 24+00 25+00 26+00 27+00 28+00 29+00
PVI STA = 27+19.71
PVI ELEV = 4956.29
50.5' VC
PVI STA = 26+88.29
PVI ELEV = 4956.46
BCVS: 26+63.06
BVCE: 4956.95
ECVS: 27+13.52
EVCE: 4956.32
A.D. = 1.45
K = 34.85
4963.64
4963.14
4962.65
4962.15
4961.66
4961.16
4960.67
4960.18
4959.68
4959.19
4958.69
4958.20
4957.71
4957.21
4956.74
4956.42
PROPOSED GRADE EXISTING GROUND
-0.53%
-1.98%
4950
4955
4960
4965
4970
4975
4950
4955
4960
4965
4970
4975
23+00 24+00 25+00 26+00 27+00 28+00 29+00
PVI STA = 26+80.06
PVI ELEV = 4956.25
PVI STA = 27+05.06
PVI ELEV = 4955.79
4963.43
4962.93
4962.42
4961.92
4961.41
4960.91
4960.40
4959.90
4959.39
4958.88
4958.38
4957.87
4957.37
4956.86
4956.36
4955.88
PROPOSED GRADE EXISTING GROUND
-1.87%
-2.02%
NORTH
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Sheet
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 66
LINE
MATCH
STA
23+00
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.
6. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8. PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO
FACE OF WALK
6. PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS
THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC
ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS
DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC
OPERATIONS AT 970-221-6630 FOR FIELD REVIEW.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
B M
KEYMAP
A
A
R3
PLAN AND PROFILE
MISTY MEADOW DR
36
A
CENTERLINE
MISTY MEADOW DR
SCALE : 1" = 40' (H) 1" = 5' (V)
LEFT FLOWLINE
MISTY MEADOW DR
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
MISTY MEADOW DR
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET R2 STA 23+00
G G G G G G G G G
E
E E E E
E
E
E
G
G
G
G G
E E
E
E E E E
E E
G
G
G
G
G G
G
G
VAULT VAULT
VAULT
VAULT
VAULT
E
E
E
E
E
E
E
E
E
9' UTILITY EASEMENT
4.5' SIDEWALK 4.5' SIDEWALK
9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT
5' TRAIL
CROAKING TOAD DR
SEE SHEET R7
ALLEY 1
ALLEY 2
77.00 CROWN TRANSITION 78.00 CROWN TRANSITION
4955
4960
4965
4970
4975
4980
4955
4960
4965
4970
4975
4980
15+75 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00
EXISTING GROUND
PROPOSED GRADE
4969.46
4967.23
4965.23
4964.02
4965.02
4965.52
4965.95
4968.80
4968.23
4967.73
4966.73
4966.23
4965.73
4964.73
4964.23
4963.73
4964.48
4964.76
4964.89
4965.14
4965.27
4965.39
4965.64
4965.77
4965.89
4965.80
4965.45
4964.95
PROPOSED GRADE EXISTING GROUND
PVI STA = 18+77.20
PVI ELEV = 4963.68
PVI STA = 18+80.20
PVI ELEV = 4963.61
PVI STA = 18+83.20
PVI ELEV = 4963.68
50.0' VC
PVI STA = 19+33.20
PVI ELEV = 4964.68
BVCS: 19+08.20
BVCE: 4964.18
EVCS: 19+58.20
EVCE: 4964.81
A.D. = 1.50
K = 33.33
76.4' VC
HP ELEV = 4965.95
HP STA = 21+94.62
PVI STA = 22+17.54
PVI ELEV = 4966.10
BVCS: 21+79.34
BVCE: 4965.91
EVCS: 22+55.74
EVCE: 4965.34
A.D. = 2.50
K = 30.56
75.0' VC
PVI STA = 16+21.26
PVI ELEV = 4968.80
BCVS: 15+83.76
BVCE: 4969.93
ECVS: 16+58.76
EVCE: 4968.05
A.D. = 1.00
K = 75.00
-2.00%
2.00%
0.50%
-2.00%
4955
4960
4965
4970
4975
4980
4955
4960
4965
4970
4975
4980
15+75 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00
4969.14
4966.88
4964.88
4963.87
4964.58
4965.08
4965.53
4968.48
4967.89
4967.38
4966.38
4965.88
4965.38
4964.41
4964.06
4963.84
4964.06
4964.28
4964.45
4964.70
4964.83
4964.95
4965.20
4965.33
4965.45
4965.42
4965.10
4964.62
PVI STA = 18+83.95
PVI ELEV = 4963.79
PVI STA = 19+08.95
PVI ELEV = 4963.91
PVI STA = 19+61.95
PVI ELEV = 4964.39
75.0' VC
PVI STA = 16+25.01
PVI ELEV = 4968.38
BCVS: 15+87.51
BVCE: 4969.51
ECVS: 16+62.51
EVCE: 4967.63
A.D. = 1.00
K = 75.10
75.1' VC
PVI STA = 18+44.89
PVI ELEV = 4963.98
BCVS: 18+07.34
BVCE: 4964.73
ECVS: 18+82.44
EVCE: 4963.79
A.D. = 1.50
K = 50.02
PROPOSED GRADE EXISTING GROUND
76.4' VC
HP ELEV = 4965.53
HP STA = 21+98.52
PVI STA = 22+21.29
PVI ELEV = 4965.68
BVCS: 21+83.09
BVCE: 4965.49
EVCS: 22+59.49
EVCE: 4964.93
A.D. = 2.48
K = 30.85
EXISTING GROUND
PROPOSED GRADE
-1.98%
-2.00%
0.50%
-0.50%
0.50%
0.90%
4955
4960
4965
4970
4975
4980
4955
4960
4965
4970
4975
4980
15+75 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00
STREET A Right Flowline
4966.84
4966.59
4966.77
4966.88
4966.98
4967.59
4967.95
4966.69
4966.60
4966.59
4966.63
4966.63
4966.67
4967.01
4966.78
4966.76
4966.79
4967.19
4967.38
4967.50
4967.62
4967.67
4967.75
4968.22
4968.32
4968.39
PVI STA = 18+73.45
PVI ELEV = 4963.50
PVI STA = 18+76.45
PVI ELEV = 4963.43
PVI STA = 18+79.45
PVI ELEV = 4963.50
50.0' VC
PVI STA = 19+29.45
PVI ELEV = 4964.26
BVCS: 19+04.45
BVCE: 4963.88
EVCS: 19+54.45
EVCE: 4964.39
A.D. = 1.02
K = 49.01
75.7' VC
HP ELEV = 4965.53
HP STA = 21+90.86
PVI STA = 22+13.71
PVI ELEV = 4965.68
BVCS: 21+75.84
BVCE: 4965.49
EVCS: 22+51.57
EVCE: 4964.92
A.D. = 2.52
K = 30.03
75.0' VC
PVI STA = 16+17.51
PVI ELEV = 4968.38
BCVS: 15+80.01
BVCE: 4969.51
ECVS: 16+55.01
EVCE: 4967.63
A.D. = 1.00
K = 75.00
75.0' VC
PVI STA = 18+35.95
PVI ELEV = 4964.01
BCVS: 17+98.44
BVCE: 4964.76
ECVS: 18+73.45
EVCE: 4963.50
A.D. = 0.64
K = 117.29
PROPOSED GRADE EXISTING GROUND
1.52%
0.50%
-1.36%
-2.00%
-2.02%
NORTH
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Sheet
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 66
LINE
MATCH STA
15+75
LINE
MATCH STA
23+00
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.
6. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8. PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO
FACE OF WALK
6. PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS
THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC
ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS
DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC
OPERATIONS AT 970-221-6630 FOR FIELD REVIEW.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
B M
KEYMAP
A
A
R2
PLAN AND PROFILE
MISTY MEADOW DR
35
A
CENTERLINE
MISTY MEADOW DR
SCALE : 1" = 40' (H) 1" = 5' (V)
LEFT FLOWLINE
MISTY MEADOW DR
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
MISTY MEADOW DR
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET R1 STA 15+75
MATCH LINE SEE SHEET R3 STA 23+00
A.D. = 1.50
K = 51.50
2.00%
-3.00%
0.50%
∆
53'
ROW
30'
FL-FL
MISTY MEADOW DR
MISTY MEADOW DR
LOT 1
LOT 8
LOT 6
LOT 7
LOT 12
LOT 17
LOT 16
LOT 15
LOT 14
LOT 13 LOT 10
LOT 11
LOT 9
LOT 16
LOT 15
LOT 13
LOT 14
LOT 12
LOT 11
LOT 9
LOT 10
LOT 8
LOT 7
LOT 5
LOT 4
LOT 6
PROPOSED DRIVE OVER
CURB AND GUTTER
BLOCK 10
BLOCK 11
E
E
E
E
E E
E E
E
E
E
E
E
E
E
E E E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E E
G
G
G
G G
G
G
G
G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G
G
G
G
G
G
G
G G
G G
G G
G
E
E
E
E
E
E
G G
G
G
G
UD
UD
UD
UD
UD
UD UD
UD
UD
UD
V
AULT
E
VAULT
VAULT
E
E
E
E
STA. = 14+96.68
(MISTY MEADOW DRIVE)
STA. = 10+00.00
(FALLEN BRANCH DR)
FALLEN BRANCH DR
SEE SHEET R9
9' UTILITY EASEMENT
9' UTILITY EASEMENT
4.5' SIDEWALK
4.5' SIDEWALK
9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT
4.5' SIDEWALK
TRACT A
DRAINAGE & PEDESTRIAN
ACCESS EASEMENT
∆
∆
STORM DRAIN 7
SEE SHEET ST5
SUBDRAIN 1
SEE SHEET SD1
4955
4960
4965
4970
4975
4980
4955
4960
4965
4970
4975
4980
9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+75
STREET A Left Flowline
4965.64
4965.76
4965.89
4966.01
4966.14
4966.26
4966.39
4966.51
4966.63
4966.76
4966.94
4967.23
4967.65
4968.14
4968.64
4969.13
4969.63
4970.13
4970.62
4971.06
4971.22
4971.07
4970.60
100.4' VC
HP ELEV = 4971.22
HP STA = 15+00.16
PVI STA = 15+10.37
PVI ELEV = 4971.82
BVCS: 14+60.17
BVCE: 4970.82
EVCS: 15+60.57
EVCE: 4970.32
A.D. = 4.99
K = 20.14
79.5' VC
PVI STA = 12+65.53
PVI ELEV = 4966.96
BCVS: 12+25.78
BVCE: 4966.76
ECVS: 13+05.28
EVCE: 4967.75
A.D. = 1.49
K = 53.38
PROPOSED GRADE EXISTING GROUND
PVI STA = 10+00.00
PVI ELEV = 4965.64
-3.00%
0.50%
1.99%
4955
4960
4965
4970
4975
4980
4955
4960
4965
4970
4975
4980
9+50 10+00 11+00 12+00 13+STREET 00 14+00 A Right 15+00 Flowline 15+75
100.4' VC
HP ELEV = 4971.22
HP STA = 14+93.01
PVI STA = 15+02.84
PVI ELEV = 4971.82
BVCS: 14+52.66
BVCE: 4970.81
EVCS: 15+53.01
EVCE: 4970.32
A.D. = 5.02
K = 20.00
75.0' VC
PVI STA = 12+61.78
PVI ELEV = 4966.96
BCVS: 12+24.28
BVCE: 4966.77
ECVS: 12+99.28
EVCE: 4967.72
A.D. = 1.51
K = 49.54
4965.64
4965.77
4965.89
4966.02
4966.14
4966.27
4966.40
4966.52
4966.65
4966.77
4966.97
4967.28
4967.73
4968.23
4968.74
4969.24
4969.75
4970.25
4970.76
4971.14
4971.20
4970.96
4970.40
PROPOSED GRADE EXISTING GROUND
PVI STA = 10+00.00
PVI ELEV = 4965.64
0.50%
2.02%
-3.00%
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
Sheet
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 66
NORTH
LINE
MATCH
STA
15+75
CENTERLINE
MISTY MEADOW DR
SCALE : 1" = 40' (H) 1" = 5' (V)
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.
6. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8. PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO
FACE OF WALK
6. PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING, SYMBOLS, AND SIGNS
THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC
ENGINEER. THE DEVELOPER SHALL PLACE TEMPORARY TABS, TAPE OR FLAGS
DEPICTING ALIGNMENT AND LOCATION. CONTACT CITY OF FORT COLLINS TRAFFIC
OPERATIONS AT 970-221-6630 FOR FIELD REVIEW.
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
B M
KEYMAP
A
A
A
R1
PLAN AND PROFILE
MISTY MEADOW DR
34
LEFT FLOWLINE
MISTY MEADOW DR
SCALE : 1" = 40' (H) 1" = 5' (V)
RIGHT FLOWLINE
MISTY MEADOW DR
SCALE : 1" = 40' (H) 1" = 5' (V)
MATCH LINE SEE SHEET R2 STA 15+75
60.69
59.86
54.08
58.88
58.07
53.04
53.24
57.26
56.47
53.44
54.36
54.48
54.93
55.65
58.98
STORM DRAIN 3
SEE SHEET ST3
STORM DRAIN 2
SEE SHEET ST2
52.85
50.98
51.08
51.17
52.27
53.46
58.52
58.52
60.09
60.46
59.68
58.34
56.34
55.22
52.35
52.46
52.51
52.92
55.05
50.33
48.37
48.80
48.95
47.85
8.00' UTILITY
EASEMENT
19.50' EOC-FL
B
FG=56.24
TF=56.91
LOT 6
15.5%
19.1%
19.5%
B
FG=58.06
TF=58.73
LOT 1
B
FG=58.87
TF=59.54
LOT 2
B
FG=59.69
TF=60.36
LOT 3
B
FG=59.69
TF=60.36
LOT 4
B
FG=62.81
TF=63.48
LOT 1
B
FG=61.96
TF=62.63
LOT 2
B
FG=60.24
TF=60.91
LOT 3
B
FG=55.12
TF=55.79
LOT 4
B
FG=54.40
TF=55.07
LOT 5
T
FG=53.95
TF=54.62
LOT 6
A
FG=53.64
TF=54.31
LOT 7
B
FG=54.55
TF=55.22
LOT 1
53.90
59.64
61.46
59.19
58.37
57.56
53.14
53.45
53.22
19.5' EOC-FL
5.3%
5.3%
56.74
0.5%
0.5%
1' RIBBON
CURB
VERTICAL CURB
AND GUTTER
STORM DRAIN 1
SEE SHEET ST1
0.5%
0.5%
18.50'
EMERGENCY
SPILLWAY
52.85
53.02
52.98
53.49
2.0%
2.0%
1.4%
0.0% 0.5% 0.5%
0.5%
53.20
54.96
54.82
52.80
54.52
19.1%
18.0%
19.6%
17.4%
1.9%
2.0%
2.1%
2.0%
2.1%
2.0%
1.5%
54.62
53.02
LINE TABLE
LINE
L1
L3
L5
L6
L9
L10
L12
L13
L41
L44
L45
L48
L49
LENGTH
61.99'
94.84'
35.65'
144.68'
35.23'
92.22'
140.36'
100.62'
53.34'
25.54'
104.27'
7.93'
11.64'
BEARING
S89°59'59.83"E
N00°00'00.17"E
N54°10'59.68"E
N27°18'59.29"W
N54°10'59.68"E
N27°18'59.29"W
S00°00'00.17"W
N89°59'59.83"W
N00°35'28.18"W
N54°10'59.68"E
S27°18'59.29"E
S39°03'38.95"W
S85°29'48.73"W
CURVE TABLE
CURVE
C1
C2
C3
C4
C5
C17
C18
C19
DELTA
90°00'00"
54°11'00"
67°23'40"
14°06'19"
152°41'01"
40°40'09"
14°06'19"
24°43'10"
RADIUS
20.00'
164.50'
20.00'
144.50'
20.50'
30.00'
154.50'
266.54'
LENGTH
31.42'
155.56'
23.53'
35.57'
54.63'
21.29'
38.04'
115.00'
BEARING
N45°00'00"E
N27°05'30"E
N06°22'51"E
N47°07'50"E
S76°20'30"W
N19°44'36"E
N47°07'50"E
S24°59'46"W
CHORD
28.28'
149.83'
22.19'
35.48'
39.84'
20.85'
37.94'
114.11'
B M
KEYMAP
G8
Sheet
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 66
G8
DETAILED GRADING PLAN
33
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NORTH
LEGEND:
ST
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
7. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8. NO CUTTING OF EARTHWORK WITHIN 5 FEET OF DITCH LATERAL BANK EXCEPT AT
THE LOCATIONS OF THE 2 STREET CROSSINGS AND 2 WEIRS.
9. NO DISTURBANCE OF VEGETATED ROOT SYSTEM WITHIN 5 FEET OF TOP OF BANK
ALONG DITCH LATERAL.
10. EXISTING CONTOURS ON HANSEN FARM IS AS PLANNED WITH DEVELOPMENT.
11. DRIVEWAY ACCESS FOR BLOCK 7, LOT 1 AND BLOCK 6, LOT 11 SHALL BE
RESTRICTED TO DANCING CATTAIL DRIVE.
12. THE CONTRACTOR SHALL PROVIDE 24 HOUR 7 DAYS A WEEK ACCESS TO THE
CELL TOWER FROM PUBLIC ROW.
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)
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
BLOCK 3
TRACT K
DUA&EAE
5' TRAIL
5' TRAIL
ZEPHYR RD
ROSEN DRIVE
PROPOSED STORM DRAIN
57.26
56.47
53.44
54.83
54.59
54.36
54.48
54.93
55.48
56.17
58.14
59.37
62.02
62.96
63.74
64.71
65.58
66.42
67.13
67.71
68.28
68.70
55.81
56.48
56.17
55.63
54.79
54.57
54.38
54.77
55.28
55.76
56.22
56.70
57.18
57.66
58.14
58.74
59.49
60.24
60.99
61.74
62.49
63.24
63.99
64.66
60.40
59.95
61.23
60.75
61.05
61.91
62.60
63.42
63.79
61.71
61.62
61.53
58.84
59.29
59.97
58.79
58.92
59.04
59.17
58.59
58.47
58.32
58.14
58.07
57.75
57.64
57.54
57.44
57.32
57.19
57.09
56.38
56.81
57.23
57.65
58.07
58.41
58.40
57.29
57.08
59.16
58.96
56.88
56.68
59.36
59.35
57.49
56.50
58.27
55.65
56.92
57.41
STORM DRAIN 3
SEE SHEET ST3
STORM DRAIN 2
SEE SHEET ST2
B
FG=56.24
TF=56.91
LOT 6
A
FG=67.41
TF=68.08
LOT 22
A
FG=67.41
TF=68.08
LOT 21
A
FG=65.91
TF=66.58
LOT 20
A
FG=65.91
TF=66.58
LOT 19
A
FG=64.74
TF=65.41
LOT 18
A
FG=64.74
TF=65.41
LOT 17
A
FG=62.91
TF=63.58
LOT 16
A
FG=62.91
TF=63.58
LOT 15
A
FG=61.41
TF=62.08
LOT 14
A
FG=61.41
TF=62.08
LOT 13
T
FG=60.33
TF=61.00
LOT 12
T
FG=60.33
TF=61.00
LOT 11
B
FG=58.95
TF=59.62
LOT 10
B
FG=58.95
TF=59.62
LOT 9
B
FG=57.39
TF=58.06
LOT 8
B
FG=57.39
TF=58.06
LOT 7
B
FG=56.24
TF=56.91
LOT 5
B
FG=57.12
TF=57.79
LOT 4
B
FG=57.12
TF=57.79
LOT 3
B
FG=57.63
TF=58.30
LOT 2
B
FG=57.63
TF=58.30
LOT 1
B
FG=58.30
TF=58.97
LOT 1
B
FG=58.30
TF=58.97
LOT 2
B
FG=58.83
TF=59.50
LOT 3
B
FG=58.83
TF=59.50
LOT 4
B
FG=58.83
TF=59.50
LOT 5
B
FG=58.83
TF=59.50
LOT 6
B
FG=59.88
TF=60.55
LOT 1
B
FG=59.88
TF=60.55
LOT 2
B
FG=60.30
TF=60.97
LOT 3
B
FG=60.30
TF=60.97
LOT 4
B
FG=59.69
TF=60.36
LOT 10
B
FG=59.69
TF=60.36
LOT 9
B
FG=59.69
TF=60.36
LOT 8
B
FG=59.69
TF=60.36
LOT 7
B
FG=62.15
TF=62.82
LOT 10
B
FG=62.15
TF=62.82
LOT 9
B
FG=63.40
TF=64.07
LOT 8
B
FG=63.40
TF=64.07
LOT 7
B
FG=64.49
TF=65.16
LOT 6
B
FG=64.49
TF=65.16
LOT 5
TRACT L
DU&PAE
B
FG=58.06
TF=58.73
LOT 1
B
FG=58.87
TF=59.54
LOT 2
57.56
59.13
56.89
58.45 60.91
62.41
64.24
65.41
66.91
62.90
61.65
58.33
57.80
59.38
56.62
55.74
59.83
24' FL-FL
18.58' FL-EOC
1' RIBBON
CURB
8' UTILITY
EASEMENT
8' UTILITY
EASEMENT
8' UTILITY
EASEMENT
2' CONCRETE PAN
20'
PROPOSED DRIVE-OVER
CURB AND GUTTER
2.0% 1.7%
55.10
58.53
59.08
0.8% 1.3%
3.0%
2.0%
2.0%
1.5%
1.5%
57.09
57.15
57.26
57.32
54.96
55.20
56.11
57.59
58.71
58.73
59.42
58.23
58.69
57.73
64.56
60.16
60.91
61.66
62.41
63.16
63.91
58.15
57.33
57.15
57.22
57.34
58.06
57.71
57.71
0.4%
0.4%
0.4%
0.1%
0.6%
1.9% 0.8%
57.55
2.2% 2.2%
2.6% 2.2%
0.6%
0.8%
0.8%
0.8%
0.8%
64.46
57.37
54.73
55.26
57.04
56.94
57.03
20.00' EOC-FL
20.00' EOC-EOC
24.00' FL-FL
18.58'
FL-EOC
56.24
56.27
56.42
56.39
53.20
54.96
54.82
52.80
54.52
54.43
5.5%
19.1%
18.0%
19.6%
17.4%
3.6%
3.2%
3.7%
4.4%
2.0%
4.4%
25.1%
25.1%
59.78
60.52
61.27
62.02
62.77
63.52
64.27
2.0%
2.3%
2.1%
2.0%
1.5%
1.5%
2.2%
1.8%
1.3%
2.2%
1.1%
2.2% 2.3%
2.2% 2.3%
2.2%
2.2%
2.0%
2.0%
2.0%
2.0%
56.83
58.88
57.60
54.97
56.29
2.0%
2.0%
5' SIDEWALK
4' SIDEWALK
4' SIDEWALK
63.99
57.07
60.63
2.0%
1.5%
54.62
53.31
54.55
LINE TABLE
LINE
L14
L19
L20
L22
L23
L26
L27
L29
L30
L31
L32
L33
L34
L35
L39
LENGTH
194.24'
150.43'
153.58'
59.00'
214.49'
91.53'
192.78'
171.17'
97.12'
9.19'
11.38'
173.58'
256.42'
237.03'
120.03'
BEARING
N00°01'01.94"E
S89°58'58.06"E
N89°58'58.06"W
S00°01'01.94"W
S89°43'21.16"W
S00°01'01.94"W
N00°01'02.90"E
N89°43'21.16"E
N89°58'58.06"W
S45°01'01.94"W
N89°58'58.06"W
S89°58'58.06"E
N00°01'01.94"E
S89°43'21.16"W
S00°01'01.94"W
CURVE TABLE
CURVE
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
DELTA
105°26'27"
39°22'44"
14°43'33"
110°27'16"
90°00'00"
54°31'30"
35°10'49"
89°42'17"
14°47'56"
39°43'34"
35°10'49"
RADIUS
30.00'
218.00'
65.00'
15.00'
15.00'
236.58'
83.58'
30.00'
125.00'
228.00'
75.00'
LENGTH
55.21'
149.83'
16.71'
28.92'
23.56'
225.14'
51.32'
46.97'
32.29'
158.08'
46.05'
BEARING
N52°42'11"W
S54°53'13"W
S27°50'05"W
S34°45'20"E
S45°01'02"W
S62°27'36"W
S17°36'26"W
N44°52'12"E
S82°19'23"W
S55°03'38"W
S17°36'26"W
CHORD
47.74'
146.90'
16.66'
24.64'
21.21'
216.74'
50.52'
42.32'
32.20'
154.94'
45.33'
Sheet
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 66
G7
DETAILED GRADING PLAN
32
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NORTH
B M
KEYMAP
LEGEND:
ST
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
7. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8. NO CUTTING OF EARTHWORK WITHIN 5 FEET OF DITCH LATERAL BANK EXCEPT AT
THE LOCATIONS OF THE 2 STREET CROSSINGS AND 2 WEIRS.
9. NO DISTURBANCE OF VEGETATED ROOT SYSTEM WITHIN 5 FEET OF TOP OF BANK
ALONG DITCH LATERAL.
10. EXISTING CONTOURS ON HANSEN FARM IS AS PLANNED WITH DEVELOPMENT.
11. DRIVEWAY ACCESS FOR BLOCK 7, LOT 1 AND BLOCK 6, LOT 11 SHALL BE
RESTRICTED TO DANCING CATTAIL DRIVE.
12. THE CONTRACTOR SHALL PROVIDE 24 HOUR 7 DAYS A WEEK ACCESS TO THE
CELL TOWER FROM PUBLIC ROW.
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)
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
G7
E
E
E
E E
E
E
E
E
E E
E
E
12" W
12" W
12" W
12" 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
CTV
CTV
CTV
CTV CTV
CTV CTV
CTV CTV
CTV
CTV
CTV
G
FO
G
X
X
SS SS SS
ST
T
ELEC
ELEC
VAULT
ELEC
ELEC
B M
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 8" W
IRR
IRR IRR
IRR
IRR
T S
T S
T S
T S
E E
E E E E
E
E
E
E
15' EASEMENT
REC. NO. 20140004033
PLANNED
HANSEN FARM
TRACT N
DU&PAE
LOT 3 LOT 4
LOT 8 LOT 7 LOT 6 LOT 5
BLOCK 3
BLOCK 3
ZEPHYR RD
ROSEN DRIVE
ZEPHYR RD (PLANNED)
TIMBERLINE ROAD
PROPOSED STORM DRAIN
EXISTING TOP
OF DITCH BANK
64.71
65.58
66.42
67.13
67.77
68.28
68.70
60.63
61.38
62.13
62.88
63.63
64.38
65.13
61.23
60.75
61.05
61.91
62.60
63.42
63.79
61.71
61.62
61.53
58.92
59.04
59.17
58.59
58.47
58.32
LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22
A
FG=64.74
TF=65.41
A
FG=65.91
TF=66.58
A
FG=67.41
TF=68.08
B
FG=63.40
TF=64.07
B
FG=64.49
TF=65.16
59.38
B
FG=60.30
TF=60.97
61.65
62.90
64.24
65.41
66.91
59.80
63.99
Sheet
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 66
G6
GRADING PLAN
31
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NORTH
B M
KEYMAP
LEGEND:
ST
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
7. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8. NO CUTTING OF EARTHWORK WITHIN 5 FEET OF DITCH LATERAL BANK EXCEPT AT
THE LOCATIONS OF THE 2 STREET CROSSINGS AND 2 WEIRS.
9. NO DISTURBANCE OF VEGETATED ROOT SYSTEM WITHIN 5 FEET OF TOP OF BANK
ALONG DITCH LATERAL.
10. EXISTING CONTOURS ON HANSEN FARM IS AS PLANNED WITH DEVELOPMENT.
11. DRIVEWAY ACCESS FOR BLOCK 7, LOT 1 AND BLOCK 6, LOT 11 SHALL BE
RESTRICTED TO DANCING CATTAIL DRIVE.
12. THE CONTRACTOR SHALL PROVIDE 24 HOUR 7 DAYS A WEEK ACCESS TO THE
CELL TOWER FROM PUBLIC ROW.
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)
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
MATCHLINE-SEE SHEET G5
G1
G2
G3
G4
G5 G6
G
G G
G
G
G
G
G
G G
G
G
T
T
T
T
T
T
T
T
T
ST
W
W
W
W
W
W
W
W W W
W W
W
W W
V
AULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
6' UTILITY EASEMENT
53' ROW
57' ROW
76' ROW
54' FL-FL
30' FL-FL
20'
20'
15' EASEMENT
REC. NO. 20140004033
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
20'
20'
6' UTILITY EASEMENT
BLOCK 1
BLOCK 1
BLOCK 13
BLOCK 14
BLOCK 14
BLOCK 15
BLOCK 16
BLOCK 5
BLOCK 4
TRACT T
DUE
TRACT J
TRACT F
TRACT Q
TRACT I
TRACT H
TRACT G
DETENTION
POND 1
DITCH LATERAL
TRACT D
DUA&EAE
TRACT S
DUA
5' TRAIL
5' TRAIL
5' TRAIL
5' TRAIL
5' TRAIL
5' TRAIL
TRACT M
TRACT E
DGE
TRACT N
DU&PAE
36' FL-FL
30' FL-FL 53' ROW
57' ROW
36' FL-FL
5' TRAIL
LOT 1 LOT 2 LOT 3 LOT 4
LOT 10 LOT 9 LOT 8 LOT 7
LOT 10
LOT 9
LOT 7
LOT 1
LOT 8
LOT 47
LOT 2 LOT 3 LOT 4 LOT 5 LOT 6
BLOCK 2
BLOCK 3
BLOCK 3
TRACT K
DUA&EAE
5' TRAIL
5' TRAIL
5' UTILITY
EASEMENT
FLYING MALLARD DR
WINDY WILLOW DR
MISTY MEADOW DR
ZEPHYR RD
DANCING CATTAIL DR
ROSEN DRIVE
RED WILLOW DRIVE
BLOCK 6
18.4%
25.6%
24.3%
27.2%
2.5%
6.1%
5.1%
5.7%
EXISTING TOP
OF DITCH BANK
50' DITCH BUFFER
FROM TOP OF BANK
ALLEY
66.04
65.28
64.29
66.39
60.82
58.81
57.94
55.86
56.80
54.79
53.77
51.69
50.54
51.56
52.71
49.68
48.49
48.00
47.75
47.56
47.53
47.73
47.95
48.17
48.39
48.57
48.78
49.06
49.61
49.97
48.49
48.27
50.20
48.05
50.40
50.60
47.83
47.62
50.80
50.92
47.67
47.92
51.16
51.71
48.25
49.34
52.59
51.44
53.21
55.69
56.67
54.87
53.81
58.80
58.11
60.52
62.93
65.03
64.17
62.75
60.96
48.00
48.50
48.75
48.25
48.50
49.00
49.25
51.36
51.83
49.40
49.65
55.13
54.90
49.90
50.15
55.23
54.58
50.37
50.53
53.67
53.35
50.69
49.49
49.70
50.01
50.35
49.77
49.99
50.40
50.89
51.07
50.46
50.66
51.27
50.86
51.51
51.20
52.03
52.83
51.76
52.43
53.87
55.17
53.93
56.36
56.63
58.41
59.08
61.76
60.08
61.59
63.71
65.05
63.89
62.73
65.81
66.10
65.03
64.22
63.61
61.66
62.73
60.25
59.69
57.32
57.70
55.70
54.84
53.16
54.04
52.73
51.82
51.09
52.07
51.59
50.83
50.61
51.10
50.75
50.41
50.21
50.55
53.35
50.79
51.22
53.38
51.42
51.88
53.18
52.91
53.25
54.89
54.42
55.07
56.46
59.34
56.26
58.03
61.16
62.31
62.11
60.69
59.86
54.08
58.88
58.07
53.04
53.24
57.26
56.47
53.44
55.46
55.08
54.83
54.59
54.36
54.48
54.93
55.48
56.17
57.07
58.14
59.37
60.63
62.02
62.96
63.83
64.71
65.58
55.81
56.48
56.57
56.02
55.48
55.19
54.97
54.73
55.17
55.67
56.13
56.60
57.09
57.59
58.06
58.54
59.13
59.88
60.63
61.38
62.13
60.40
59.95
61.23
60.75
61.05
61.91
58.84
59.29
59.97
58.79
58.92
59.04
58.47
58.32
58.14
58.07
57.75
57.64
57.54
57.44
57.32
57.19
57.09
56.38
56.81
57.23
57.65
58.07
58.41
58.40
57.29
57.08
59.16
59.05
56.88
56.68
59.36
59.35
57.49
56.50
58.27
55.65
56.92
57.41
62.54
55.63
55.08
58.98
62.67
STORM DRAIN 2
SEE SHEET ST2
STORM DRAIN 3
SEE SHEET ST3
STORM DRAIN 2
SEE SHEET ST2
48.77
48.55
48.33
48.11
48.13
48.38
48.87
50.07
55.18
57.19
59.22
61.26
63.66
61.57
59.27
57.07
52.99
52.11
51.57
51.00
50.80
50.60
50.37
51.00
51.20
51.40
51.68
52.03
52.42
53.12
58.33
60.80
63.01
64.74
65.23
63.17
61.63
54.20
53.15
52.44
52.00
51.78
51.58
53.22
53.90
59.64
61.46
53.07
52.30
52.33
52.05
51.80
A
FG=68.44
TF=69.11
A
FG=67.73
TF=68.40
LOT 15
PROPOSED
12' CURB
CUT
B
FG=50.35
TF=51.02
LOT 10
B
FG=50.30
TF=50.97
LOT 9
B
FG=51.58
TF=52.25
LOT 8
A
FG=52.30
TF=52.97
LOT 7
A
FG=52.55
TF=53.22
LOT 6
A
FG=52.83
TF=53.50
LOT 5
A
FG=52.80
TF=53.47
LOT 4 A
FG=53.57
TF=54.24
LOT 3
T
FG=54.24
TF=54.91
LOT 2
B
FG=54.55
TF=55.22
LOT 1
A
FG=53.64
TF=54.31
LOT 7
T
FG=53.95
TF=54.62
LOT 6
B
FG=54.40
TF=55.07
LOT 5
T
FG=55.12
TF=55.79
LOT 4
STORM DRAIN 1
SEE SHEET ST1
T
FG=60.24
TF=60.91
LOT 3
B
FG=61.96
TF=62.63
LOT 2
B
FG=62.81
TF=63.48
LOT 1
B
FG=52.08
TF=52.75
LOT 1
B
FG=52.28
TF=52.95
LOT 2
B
FG=52.50
TF=53.17
LOT 3
B
FG=52.94
TF=53.61
LOT 4
B
FG=53.65
TF=54.32
LOT 5
B
FG=52.53
TF=53.20
LOT 9
B
FG=54.70
TF=55.37
LOT 6
T
FG=56.01
TF=56.68
LOT 7
T
FG=60.08
TF=60.75
LOT 8
T
FG=62.13
TF=62.80
LOT 9
A
FG=63.67
TF=64.34
LOT 10
A
FG=65.73
TF=66.40
LOT 11
B
FG=66.67
TF=67.34
LOT 1
B
FG=65.24
TF=65.91
LOT 2
B
FG=63.51
TF=64.18
LOT 3
B
FG=61.30
TF=61.97
LOT 4
T
FG=58.83
TF=59.50
LOT 5
T
FG=54.97
TF=55.64
LOT 6
B
FG=53.62
TF=54.29
LOT 7
B
FG=52.92
TF=53.59
LOT 8
B
FG=52.18
TF=52.85
LOT 10
B
FG=51.90
TF=52.57
LOT 11
B
FG=51.70
TF=52.37
LOT 12
B
FG=51.50
TF=52.17
LOT 13
B
FG=50.87
TF=51.54
LOT 1
B
FG=51.10
TF=51.77
LOT 2
B
FG=51.30
TF=51.97
LOT 3
B
FG=51.50
TF=52.17
LOT 4
B
FG=51.50
TF=52.17
LOT 5
B
FG=52.07
TF=52.74
LOT 6
B
FG=52.61
TF=53.28
LOT 7
B
FG=53.49
TF=54.16
LOT 8
T
FG=49.71
TF=50.38
LOT 9
T
FG=57.57
TF=58.24
LOT 10
B
FG=59.77
TF=60.44
LOT 11
B
FG=62.07
TF=62.74
LOT 12
B
FG=64.16
TF=64.83
LOT 13
B
FG=65.69
TF=66.36
LOT 14
TF=66.80
B
FG=61.76
TF=62.43
LOT 4
B
FG=59.72
TF=60.39
LOT 5
B
FG=57.69
TF=58.36
LOT 6
T
FG=55.68
TF=56.35
LOT 7
T
FG=52.49
TF=53.16
LOT 8
B
FG=50.57
TF=51.24
LOT 9
B
FG=49.37
TF=50.04
LOT 10
FG=48.88
TF=49.55
LOT 11
47.07
B
FG=57.63
TF=58.30
LOT 16 LOT 17 LOT 18
LOT 3
LOT 14 LOT 15
LOT 12
LOT 13
LOT 10
LOT 11
LOT 9
LOT 8
LOT 7
LOT 6
LOT 5
LOT 4
LOT 1
LOT 2
B
FG=57.12
TF=57.79
B
FG=56.24
TF=56.91
B
FG=57.39
TF=58.06
B
FG=58.95
TF=59.62
T
FG=60.33
TF=61.00
A
FG=61.41
TF=62.08
A
FG=62.91
TF=63.58
A
FG=64.74
TF=65.41
B
FG=59.69
TF=60.36
B
FG=59.69
TF=60.36
B
FG=62.15
TF=62.82
B
FG=63.40
TF=64.07
59.38
B
FG=60.30
TF=60.97
B
FG=59.88
TF=60.55
57.80
58.33
B
FG=58.83
TF=59.50
B
FG=58.83
TF=59.50
B
FG=58.30
TF=58.97
59.28
61.65
60.91
62.41
64.24
B
FG=58.06
TF=58.73
LOT 1
B
FG=58.87
TF=59.54
LOT 2
B
FG=59.69
TF=60.36
LOT 3
B
FG=59.69
TF=60.36
LOT 4
53.14
53.45
59.19
58.37
57.56
53.46
53.02
52.27
56.62
55.74
56.89
58.45
52.71
49.80
49.55
59.58
70.13
70.13
1.3%
ALLEY 1
ALLEY 2
0.5%
0.5%
49.02
48.99
48.97
48.71
48.17
47.95
48.37
48.35
63.46
69.65
60.26
58.54
56.54
55.05
5.3%
5.3%
5.3%
56.83
55.78
54.62
55.51
54.47
66.07
53.45
51.99
61.72
53.64
PROPOSED CURB
CUT & SIDEWALK
CULVERT (SEE DTL
402 SHEET D4)
PROPOSED CURB
CUT & SIDEWALK
CULVERT (SEE DTL
402 SHEET D4)
52.73
59.83
Sheet
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 66
G5
GRADING PLAN
30
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NORTH
B M
KEYMAP
LEGEND:
ST
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
7. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8. NO CUTTING OF EARTHWORK WITHIN 5 FEET OF DITCH LATERAL BANK EXCEPT AT
THE LOCATIONS OF THE 2 STREET CROSSINGS AND 2 WEIRS.
9. NO DISTURBANCE OF VEGETATED ROOT SYSTEM WITHIN 5 FEET OF TOP OF BANK
ALONG DITCH LATERAL.
10. EXISTING CONTOURS ON HANSEN FARM IS AS PLANNED WITH DEVELOPMENT.
11. DRIVEWAY ACCESS FOR BLOCK 7, LOT 1 AND BLOCK 6, LOT 11 SHALL BE
RESTRICTED TO DANCING CATTAIL DRIVE.
12. THE CONTRACTOR SHALL PROVIDE 24 HOUR 7 DAYS A WEEK ACCESS TO THE
CELL TOWER FROM PUBLIC ROW.
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)
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
MATCHLINE-SEE SHEET G3
MATCHLINE-SEE SHEET G4
MATCHLINE-SEE SHEET G6
G1
G2
G3
G4
G5 G6
30' FL-FL
30' FL-FL
30' EASEMENT
REC. NO. 20140004033
15' EASEMENT
REC. NO. 20110070565
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
20'
15' UTILITY EASEMENT
REC. NO. 20110070565
30' UTILITY EASEMENT
REC. NO. 20100004033
UD
UD
UD
UD
UD
UD
UD
UD UD
BLOCK 12
BLOCK 12
DITCH LATERAL
PLANNED
HANSEN FARM
5' TRAIL
TRACT U
D&PAE
6' UTILITY
EASEMENT
5' UTILITY
EASEMENT
MISTY MEADOW DR
CROAKING TOAD DR
PROPOSED
PEDESTRIAN BRIDGE
EXISTING TOP
OF DITCH BANK
50' DITCH BUFFER
FROM TOP OF BANK
NATURAL HABITAT
BUFFER ZONE
73.46
72.30
68.67
70.86
70.07
67.64
66.64
69.07
68.07
65.64
67.20
64.77
67.19
66.19
57.41
57.22
58.03
65.20
61.35
66.85
64.42
64.81
67.23
67.56
65.14
65.39
67.81
68.06
65.64
65.89
67.99
68.46
66.04
66.04
68.47
67.71
66.39
65.18
64.46
63.08
63.81
64.85
63.62
64.42
57.13
61.89
62.82
60.82
60.03
57.94
55.86
60.52
62.93
64.56
65.38
65.67
65.03
64.17
65.03
67.23
67.94
68.32
68.04
67.79
67.54
67.25
66.89
66.88
67.52
68.52
69.52
70.55
72.93
67.00
59.22
61.26
63.21
64.38
65.19
63.66
W
FG=68.50
TF=69.17
LOT 3
A
FG=71.05
TF=71.72
LOT 3
A
FG=70.02
TF=70.69
LOT 4
A
FG=69.02
TF=69.69
LOT 5
A
FG=68.02
TF=68.69
LOT 6
A
FG=67.38
TF=68.05
LOT 7
A
FG=67.39
TF=68.06
LOT 8
A
FG=67.75
TF=68.42
LOT 9
A
FG=68.04
TF=68.71
LOT 10
A
FG=68.29
TF=68.96
LOT 11
A
FG=68.54
TF=69.21
LOT 12
A
FG=68.82
TF=69.49
LOT 13
A
FG=68.44
TF=69.11
LOT 14
A
FG=67.73
LOT 15
W
FG=62.30
TF=62.97
LOT 13
LOT 13
B
FG=65.69
TF=66.36
LOT 14
T
FG=66.13
TF=66.80
LOT 15
B
FG=66.03
TF=66.70
LOT 1
B
FG=64.88
TF=65.55
LOT 2
B
FG=63.71
TF=64.38
LOT 3
B
FG=61.76
TF=62.43
LOT 4
B
LOT 5
T
FG=77.79
TF=78.46
LOT 2
T
FG=77.79
TF=78.46
LOT 1
59.27
A
FG=73.43
TF=74.10
LOT 2
65.99
70.13
71.00
70.13
70.13
70.13
67.79
65.52
65.11
Sheet
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 66
G4
GRADING PLAN
29
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NORTH
B M
KEYMAP
LEGEND:
ST
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
7. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8. NO CUTTING OF EARTHWORK WITHIN 5 FEET OF DITCH LATERAL BANK EXCEPT AT
THE LOCATIONS OF THE 2 STREET CROSSINGS AND 2 WEIRS.
9. NO DISTURBANCE OF VEGETATED ROOT SYSTEM WITHIN 5 FEET OF TOP OF BANK
ALONG DITCH LATERAL.
10. EXISTING CONTOURS ON HANSEN FARM IS AS PLANNED WITH DEVELOPMENT.
11. DRIVEWAY ACCESS FOR BLOCK 7, LOT 1 AND BLOCK 6, LOT 11 SHALL BE
RESTRICTED TO DANCING CATTAIL DRIVE.
12. THE CONTRACTOR SHALL PROVIDE 24 HOUR 7 DAYS A WEEK ACCESS TO THE
CELL TOWER FROM PUBLIC ROW.
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)
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
MATCHLINE-SEE SHEET G5
MATCHLINE-SEE SHEET G2
G1
G2
G3
G4
G5 G6
PROPOSED 2'
CONCRETE PAN
PROPOSED FOREBAY 2
(SEE DETAIL SHEET D4)
PROPOSED CURB
CUT & SIDEWALK
CULVERT (SEE DTL
401 SHEET D4)
WETLAND BUFFER (TYP.)
PROPOSED STORM DRAIN
STUB FOR FUTURE
DEVELOPMENT
23.0%
15.9%
22.8%
22.8%
24.9%
21.3%
12.5%
4.3%
7.7%
GRASS-LINED
SWALE
NATURAL HABITAT
BUFFER ZONE
47.00
52.86
55.00
53.77
51.69
50.54
48.71
47.54
47.04
47.75
46.81
46.58
47.56
47.53
46.54
46.75
47.73
47.95
46.95
47.15
48.17
47.35
48.39
47.53
48.03
48.57
47.00
50.64
45.31
48.74
47.54
45.00
45.00
47.03
45.00
46.77
46.06
45.00
46.10
45.00
48.90
46.79
47.05
49.16
50.25
47.30
47.53
48.01
48.14
48.26
48.69
48.90
48.60
48.30
48.00
47.71
46.80
49.38
49.11
46.55
45.00
45.97
45.00
44.92
45.00
45.17
45.34
45.28
45.00
45.64
45.94
45.00
45.00
46.20
46.45
45.00
45.00
46.69
46.94
45.00
45.00
47.19
47.44
45.00
45.00
47.69
47.94
45.00
45.00
48.19
48.33
46.49
48.34
48.12
47.94
47.40
47.42
47.96
47.28
47.02
46.46
48.11
47.94
48.35
48.00
48.50
45.00
45.00
45.50
45.99
STORM DRAIN 4
SEE SHEET ST3
STORM DRAIN 5
SEE SHEET ST4
STORM DRAIN 6
SEE SHEET ST4
55.81
STORM DRAIN 1
SEE SHEET ST1
49.15
48.34
47.83
47.58
48.56
49.20
48.95
48.78
48.77
48.55
48.33
48.11
48.13
48.38
48.87
W
FG=56.31
TF=56.98
LOT 10
B
FG=51.54
TF=52.21
LOT 9
B
FG=49.65
TF=50.32
LOT 8
B
FG=48.84
TF=49.51
LOT 7
B
FG=48.33
TF=49.00
LOT 6
B
FG=48.08
TF=48.75
LOT 5
PROPOSED
12' CURB
T CUT
FG=49.12
TF=49.79
LOT 4
A
FG=49.70
TF=50.37
LOT 3
A
FG=49.76
TF=50.43
LOT 2
A
FG=49.98
TF=50.65
LOT 1
A
FG=50.66
TF=51.33
LOT 10
B
FG=50.55
TF=51.22
LOT 9
B
FG=49.89
TF=50.56
LOT 8
B
FG=49.89
TF=50.56
B LOT 7
FG=49.64
TF=50.31
LOT 6
B
FG=49.40
TF=50.07
LOT 5
B
FG=44.12
TF=44.79
LOT 4
A
FG=49.28
TF=49.95
A LOT 3
FG=49.45
TF=50.12
LOT 2
A
FG=49.37
TF=50.04
LOT 1
T
FG=45.97
TF=46.64
LOT 14
B
FG=46.94
TF=47.61
LOT 13
B
FG=47.24
TF=47.91
LOT 12
B
FG=47.50
TF=48.17
LOT 11
B
FG=47.75
TF=48.42
LOT 10
B
FG=47.99
TF=48.66
LOT 9
B
FG=48.24
TF=48.91
LOT 8
B
FG=48.49
TF=49.16
LOT 7
B
FG=48.74
TF=49.41
LOT 6
B
FG=48.99
TF=49.66
LOT 5
B
FG=49.24
TF=49.91
LOT 4
B
FG=49.49
TF=50.16
LOT 3
B
FG=49.59
TF=50.26
LOT 2
B
FG=49.59
TF=50.26
LOT 1
B
FG=50.35
TF=51.02
LOT 11
B
FG=50.35
TF=51.02
LOT 10
FG=55.68
TF=56.35
LOT 7
T
FG=52.49
TF=53.16
LOT 8
B
FG=50.57
TF=51.24
LOT 9
B
FG=49.37
TF=50.04
LOT 10
B
FG=48.88
TF=49.55
LOT 11
B
FG=48.63
TF=49.30
LOT 12
B
FG=48.61
TF=49.28
LOT 13
B
FG=48.83
TF=49.50
LOT 14
B
FG=49.05
TF=49.72
LOT 15
B
FG=49.27
TF=49.94
LOT 16
B
FG=49.27
TF=49.94
LOT 17
45.94
45.88
47.07
49.48
48.87
49.40
49.14
48.34
48.80
46.44
46.74
47.00
47.25
47.49
47.74
47.99
48.24
48.49
48.74
48.99
50.16
49.49
41.57
41.10
41.70
42.34
41.44
41.93
41.86
41.76
41.93
0.5%
0.5%
0.5%
44.00
44.00
1.0%
1.1%
1.0%
0.5%
0.5%
42.10
41.68
41.34
41.20
41.02
44.59
43.83
44.28
44.27
46.75
48.77
45.00
45.00
45.00
45.00
43.63
45.00
45.00
42.04
41.94
41.66
42.15
41.00
41.89
41.29
1.0%
0.5%
44.50
44.50
45.02
45.48
44.50
45.32
45.27
11' EMERGENCY
SPILLWAY
43.70
43.70
47.56
1.3% 1.3%
42.21
46.50
46.65
3.1%
45.00
45.00
44.50
44.50
GRADE BREAK
GRADE BREAK
44.70
45.00
45.00
45.45
50.05
47.41
PROPOSED FOREBAY 1
(SEE DETAIL SHEET D4)
41.46
41.54
42.00
2.5%
2.7%
2.9%
3.9%
1.9%
2.2%
2.1%
19' EMERGENCY
SPILLWAY
PROPOSED CURB
CUT & SIDEWALK
CULVERT (SEE DTL
401 SHEET D4)
DETENTION
POND DEPTH
GAUGE
B M
KEYMAP
Sheet
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 66
G3
GRADING PLAN
28
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NORTH
LEGEND:
ST
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
7. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8. NO CUTTING OF EARTHWORK WITHIN 5 FEET OF DITCH LATERAL BANK EXCEPT AT
THE LOCATIONS OF THE 2 STREET CROSSINGS AND 2 WEIRS.
9. NO DISTURBANCE OF VEGETATED ROOT SYSTEM WITHIN 5 FEET OF TOP OF BANK
ALONG DITCH LATERAL.
10. EXISTING CONTOURS ON HANSEN FARM IS AS PLANNED WITH DEVELOPMENT.
11. DRIVEWAY ACCESS FOR BLOCK 7, LOT 1 AND BLOCK 6, LOT 11 SHALL BE
RESTRICTED TO DANCING CATTAIL DRIVE.
12. THE CONTRACTOR SHALL PROVIDE 24 HOUR 7 DAYS A WEEK ACCESS TO THE
CELL TOWER FROM PUBLIC ROW.
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)
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
MATCHLINE-SEE SHEET G2
MATCHLINE-SEE SHEET G5
G1
G2
G3
G4
G5 G6
UD UD
UD UD
UD
UD UD
UD
UD
UD
UD
V
AULT
VAULT
VAULT
VAULT
6' UTILITY
EASEMENT
30' FL-FL
53' ROW
59' ROW
36' FL-FL
30' EASEMENT
REC. NO. 20110070565
67' EASEMENT
REC. NO. 20140004033
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
BLOCK 9
BLOCK 10
BLOCK 10
BLOCK 11
3.8%
7.3%
8.8%
6.6%
1.9%
DETENTION
POND
TRACT A
DRAINAGE & PEDESTRIAN
ACCESS EASEMENT
5' TRAIL
5' TRAIL
5' TRAIL
6' UTILITY
EASEMENT
6' UTILITY
EASEMENT
5' UTILITY
EASEMENT
5' UTILITY
EASEMENT
MISTY MEADOW DR
FALLEN BRANCH DR
RAIN GARDEN 1
MEDIA SQFT=5502 SQFT
TOTAL VOLUME=12,246 CUFT
BOT POND ELEV=4944.5
SPILLWAY ELEV=4946.0
5' TRAIL
PROPERTY
BOUNDARY (TYP.)
EXISTING 36"
IRON PIPE STORM
WETLAND BUFFER (TYP.)
GRADE BREAK
12.4%
GRASS-LINED SWALE
EXISTING TOP
OF DITCH BANK
50' DITCH BUFFER
FROM TOP OF BANK
NATURAL HABITAT
BUFFER ZONE
NATURAL HABITAT
BUFFER ZONE
64.52
68.79
69.04
69.29
69.54
69.83
62.17
61.71
64.86
64.67
64.97
65.27
65.56
65.86
66.11
66.36
66.61
65.07
65.61
66.51
66.85
67.10
67.35
67.80
66.76
67.01
67.27
67.76
60.47
56.83
57.73
55.63
58.72
58.49
58.98
60.09
61.10
62.11
70.89
69.88
68.87
68.70
69.69
70.58
73.46
73.53
72.09
71.11
70.29
73.46
69.97
68.67
71.48
62.69
62.96
71.77
70.80
62.12
60.57
69.35
68.19
59.41
58.41
67.19
57.41
57.22
58.03
71.35
72.06
71.99
71.31
66.24
48.31
47.21
47.00
47.00
55.00
57.13
STORM DRAIN 7
SEE SHEET ST5
72.93
73.18
71.57
70.65
69.92
69.53
69.26
69.01
68.76
68.51
68.26
65.47
63.19
66.41
57.13
67.31
58.31
67.56
58.52
67.81
59.34
68.07
59.07
68.56
59.56
69.67
60.67
70.68
61.68
72.57
63.54
71.60
62.60
70.15
61.15
69.00
59.99
58.99
68.00
57.99
67.00
49.97
60.08
57.94
47.83
47.55
55.81
W
FG=68.50
TF=69.17
LOT 3
W
FG=69.49
TF=70.16
LOT 4
W
FG=70.65
TF=71.32
LOT 5
W
FG=72.10
TF=72.77
LOT 6
W
FG=73.07
TF=73.74
LOT 7
T
FG=73.04
TF=73.71
LOT 8
T
FG=72.19
TF=72.86
LOT 9
W
FG=71.18
TF=71.85
LOT 10
W
FG=70.17
TF=70.84
LOT 11
W
FG=69.06
TF=69.73
LOT 12
W
FG=68.56
TF=69.23
LOT 13
W
FG=68.31
TF=68.98
LOT 14
W
FG=68.06
TF=68.73
LOT 15
W
FG=67.81
TF=68.48
LOT 16
T
FG=66.91
TF=67.58
LOT 17
G
FG=65.97
TF=66.64
LOT 1
B
FG=66.32
TF=66.99
LOT 2
T
FG=67.75
TF=68.42
LOT 3
FG=68.40
TF=69.07
FG=68.61
TF=69.28
A
FG=68.76
TF=69.43
LOT 6
A
FG=69.01
TF=69.68
LOT 7
A
FG=69.26
TF=69.93
LOT 8
A
FG=69.51
TF=70.18
LOT 9
A
FG=69.76
TF=70.43
LOT 10
A
FG=70.03
TF=70.70
LOT 11
A
FG=70.42
TF=71.09
LOT 12
A
FG=71.15
TF=71.82
LOT 13
A
FG=72.04
TF=72.71
LOT 14
W
FG=62.30
TF=62.97
LOT 13
W
FG=60.58
TF=61.25
LOT 12
W
FG=58.54
TF=59.21
LOT 11
W
FG=56.31
TF=56.98
LOT 10
A
FG=74.35
TF=75.02
LOT 15
A
FG=74.35
TF=75.02
LOT 16
FG=77.79
TF=78.46
LOT 2
59.27
60.61
56.65
A
FG=73.43
TF=74.10
LOT 1
A
FG=73.43
TF=74.10
LOT 2
STORM DRAIN 4
SEE SHEET ST3
STORM DRAIN 8
SEE SHEET ST5
2.6%
2.6%
2.6%
1.2%
1.2%
1.3%
1.3%
1.4%
1.0%
1.0%
1.2%
1.2%
55.32
52.83
51.45
48.74
47.68
46.80
46.03
45.20
44.43
44.28
56.97
46.85
49.49
54.63
60.14
25.0%
20.9%
19.6%
8.9%
10' EMERGENCY
SPILLWAY
46.50
45.96
46.00
46.50
47.45
48.94
49.72
46.50
46.50
47.60
56.98
52.40
55.51
54.09
53.12
24.0%
10.5%
10.3%
71.69
65.82
62.69
63.27
72.29
45.00
44.50
44.50
45.00
35.00'
EMERGENCY
SPILLWAY
60.60
62.11
63.71
64.96
56.74
60.58
62.22
62.58
58.87
61.04
61.51
71.27
TYPE L RIP RAP WITH BOULDERS PLACED
AT OUTFALL FOR ENERGY DISSIPATION
(SEE SHEET EC3 FOR SIZING
INFORMATION)
B M
KEYMAP
Sheet
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 66
G2
GRADING PLAN
27
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NORTH
LEGEND:
ST
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
7. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8. NO CUTTING OF EARTHWORK WITHIN 5 FEET OF DITCH LATERAL BANK EXCEPT AT
THE LOCATIONS OF THE 2 STREET CROSSINGS AND 2 WEIRS.
9. NO DISTURBANCE OF VEGETATED ROOT SYSTEM WITHIN 5 FEET OF TOP OF BANK
ALONG DITCH LATERAL.
10. EXISTING CONTOURS ON HANSEN FARM IS AS PLANNED WITH DEVELOPMENT.
11. DRIVEWAY ACCESS FOR BLOCK 7, LOT 1 AND BLOCK 6, LOT 11 SHALL BE
RESTRICTED TO DANCING CATTAIL DRIVE.
12. THE CONTRACTOR SHALL PROVIDE 24 HOUR 7 DAYS A WEEK ACCESS TO THE
CELL TOWER FROM PUBLIC ROW.
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)
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
MATCHLINE-SEE SHEET G1
MATCHLINE-SEE SHEET G4
MATCHLINE-SEE SHEET G3
G1
G2
G3
G4
G5 G6
FG=67.75
TF=68.42
LOT 3
A
FG=68.40
TF=69.07
LOT 4
A
FG=68.61
TF=69.28
LOT 5
A
FG=68.76
LOT 6
68.52
65.81
62.58
61.51
B M
KEYMAP
Sheet
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 66
G1
GRADING PLAN
26
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NORTH
LEGEND:
ST
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
7. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8. NO CUTTING OF EARTHWORK WITHIN 5 FEET OF DITCH LATERAL BANK EXCEPT AT
THE LOCATIONS OF THE 2 STREET CROSSINGS AND 2 WEIRS.
9. NO DISTURBANCE OF VEGETATED ROOT SYSTEM WITHIN 5 FEET OF TOP OF BANK
ALONG DITCH LATERAL.
10. EXISTING CONTOURS ON HANSEN FARM IS AS PLANNED WITH DEVELOPMENT.
11. DRIVEWAY ACCESS FOR BLOCK 7, LOT 1 AND BLOCK 6, LOT 11 SHALL BE
RESTRICTED TO DANCING CATTAIL DRIVE.
12. THE CONTRACTOR SHALL PROVIDE 24 HOUR 7 DAYS A WEEK ACCESS TO THE
CELL TOWER FROM PUBLIC ROW.
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)
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
MATCHLINE-SEE SHEET G2
G1
G2
G3
G4
G5 G6
SS SS
SS SS
LID
VAULT
F.O.
W W W
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
E
E
E
E
E
E
E
E
E
T
T
T T
T
T
T T
T
T
T
G
G
G
G
G
G
T
T
T
W
W
W
W
W W
W
UD
UD
UD UD UD UD UD UD UD
UD
UD
UD
UD
UD UD UD
UD UD
UD
V
AULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT VAULT
VAULT
VAULT
VAULT
VAULT
MISTY MEADOW DR
DANCING CATTAIL DR
CROAKING TOAD DR
FLYING MALLARD DR
WINDY WILLOW DR
MISTY MEADOW DR
ZEPHYR RD
FALLEN BRANCH DR
AUTUMN BREEZE CT
BLOCK 1
BLOCK 16
BLOCK 5
BLOCK 4
BLOCK 12
BLOCK 12
BLOCK 10
BLOCK 10
BLOCK 11
BLOCK 7
BLOCK 9
BLOCK 8
BLOCK 9
BLOCK 9
BLOCK 13
BLOCK 14
BLOCK 15
TRACT S
DUA
TRACT D
DUA&EAE
TRACT N
DU&PAE
TRACT O
FUTURE
DEVELOPMEMT
TRACT M
TRACT T
DUE
TRACT C
FUTURE
PUBLIC PARK
TRACT F
TRACT P TRACT Q
TRACT G
TRACT A
DRAINAGE & PEDESTRIAN
ACCESS EASEMENT
TRACT I
TRACT H
TRACT J
BLOCK 8
12" W
12" W
X
SS
VAULT
ELEC
X
X
X
X
X
IRR
UD
UD
UD
PLANNED HANSEN
FARM
PLANNED HANSEN
FARM
DETENTION
POND
DETENTION
POND
RED WILLOW
DRIVE
TRACT U
D&PAE
TRACT E
DGE
BLOCK 2
BLOCK 3
FUTURE STORM OUTFALL
FOR PROPERTY TO SOUTH
(BY OTHERS)
WATER
QUALITY
POND 1
WATER
QUALITY
POND 2
RAIN
GARDEN 1
50' DITCH BUFFER
FROM TOP OF BANK
50' DITCH BUFFER
FROM TOP OF BANK
EXISTING TOP
OF DITCH BANK
EXISTING TOP
OF DITCH BANK
NATURAL HABITAT
BUFFER ZONE
NATURAL HABITAT
BUFFER ZONE
FUTURE
STORM DRAIN
WETLAND BUFFER
NATURAL HABITAT
BUFFER ZONE
STORM DRAIN 7
SEE SHEET ST5
SUBDRAIN LINE 1-4
SEE SHEET SD2
STORM DRAIN 2
SEE SHEET ST2
STORM DRAIN 3
SEE SHEET ST3
STORM DRAIN 1
SEE SHEET ST1
STORM DRAIN 4
SEE SHEET ST3
STORM DRAIN 5
SEE SHEET ST4
STORM DRAIN 6
SEE SHEET ST4
SUBDRAIN LINE 1
SEE SHEET SD1
SUBDRAIN LINE 1
SEE SHEET SD1
STORM DRAIN 8
SEE SHEET ST5
X
X
X
X
EXISTING FENCE
TO REMAIN
UNION PACIFIC RAILROAD
DITCH LATERAL
PROPERTY
BOUNDARY
(TYP.)
X
X
X
PLANNED HANSEN
FARM
EXISTING TOP
OF DITCH BANK
50' DITCH BUFFER
FROM TOP OF BANK
Sheet
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 66
OG1
GRADING PLAN
OVERALL
25
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
NORTH
MATCHLINE-THIS SHEET
MATCHLINE-THIS SHEET
LEGEND:
ST
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED.
4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES
SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88
(UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES.
7. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1
WHEN NOT IN USE.
8. NO CUTTING OF EARTHWORK WITHIN 5 FEET OF DITCH LATERAL BANK EXCEPT AT
THE LOCATIONS OF THE 2 STREET CROSSINGS AND 2 WEIRS.
9. NO DISTURBANCE OF VEGETATED ROOT SYSTEM WITHIN 5 FEET OF TOP OF BANK
ALONG DITCH LATERAL.
10. EXISTING CONTOURS ON HANSEN FARM IS AS PLANNED WITH DEVELOPMENT.
11. DRIVEWAY ACCESS FOR BLOCK 7, LOT 1 AND BLOCK 6, LOT 11 SHALL BE
RESTRICTED TO DANCING CATTAIL DRIVE.
12. THE CONTRACTOR SHALL PROVIDE 24 HOUR 7 DAYS A WEEK ACCESS TO THE
CELL TOWER FROM PUBLIC ROW.
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)
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
B M
KEYMAP
UD
UD
UD
UD
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S S
S
S
S
S
S
S
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
UD
UD
UD UD UD UD UD
UD
UD
UD
UD
UD
S
w
W
S
w
W
w
W
w
W
VAULT
E
VAULT
VAULT
E
E
E
E
E
ELEC
E
ELEC
BRKR
X
X
X
X
X
X X
X
X
X
FO
FO
FO
FO
FO
FO
FO
FO
FO
E
E
E
E
E
E
E
E
E
MISTY MEADOW DR
FALLEN BRANCH DR
SDCO 4-2
STA 13+92.35
N: 101337.76
E: 203384.21
SDCO 4-4
w/ 45° BEND
STA 12+27.37
N: 101465.30
E: 203247.32
SDCO 4-6
STA 12+27.37
N: 101676.41
E: 202856.48
SDCO 4-11
STA 10+47.70
N: 101575.14
E: 202672.20
11.25° BEND 4-10
STA 10+82.28
N: 101606.78
E: 202688.72
22.5° BEND 4-9
STA 11+02.44
N: 101622.51
E: 202701.37
22.5° BEND 4-8
STA 12+01.93
N: 101673.15
E: 202793.89
11.25° BEND 4-7
STA 12+27.37
N: 101678.00
E: 202838.60 11.25° BEND 4-5
STA 12+27.37
N: 101486.80
E: 203219.85
45° BEND 4-3
STA 12+27.37
N: 101454.52
E: 203248.64
HORIZ DEFLECTION
STA 12+27.37
N: 101420.69
E: 203291.88
22.5° BEND 4-1
STA 13+99.60
N: 101331.68
E: 203401.46
38.50 LF 8" PERF. PVC @ 0.50%
18.29 LF 8" PERF. PVC @ 0.50%
124.11 LF 8" PERF. PVC @ 0.50%
54.90 LF 8" PERF. PVC @ 0.50%
10.86 LF 8" PERF. PVC @ 0.50%
34.89 LF 8" PERF. PVC @ 0.50%
409.86 LF 8" PERF. PVC @ 0.50%
17.95 LF 8" PERF. PVC @ 0.50%
44.97 LF 8" PERF. PVC @ 0.50%
105.47 LF 8" PERF. PVC @ 0.50%
20.19 LF 8" PERF. PVC @ 0.50%
35.69 LF 8" PERF. PVC @ 0.50%
LOT 1
LOT 2
LOT 8
LOT 6
LOT 5
LOT 7
LOT 12
LOT 16
LOT 15 LOT 14 LOT 13
LOT 10
LOT 11
LOT 9
LOT 13
LOT 14
LOT 9 LOT 10 LOT 11 LOT 12
LOT 7 LOT 8
36' FL-FL
30' EASEMENT
REC. NO. 20110070565
67' EASEMENT
REC. NO. 20140004033
6' UTILITY
EASEMENT
PROPERTY
BOUNDARY (TYP.)
EXISTING TOP
OF DITCH BANK
50' DITCH BUFFER
FROM TOP OF BANK
NATURAL HABITAT
BUFFER ZONE
NATURAL HABITAT
BUFFER ZONE
SDCO 4
STA 10+00.00
N: 101305.95
E: 203430.11
PROPOSED 8"
WATER
59' ROW
9' UTILITY EASEMENT
9' UTILITY EASEMENT
LOT 1
LOT 2
LOT 6
LOT 3
LOT 5
LOT 4
LOT 17
BLOCK 11
SANITARY SEWER LINE 1
SEE SHEET SS2
4945
4950
4955
4960
4965
4970
4975
4980
4985
4990
4945
4950
4955
4960
4965
4970
4975
4980
4985
4990
19+75 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50
SDCO 4-2
STA 10+56.80
RIM 4973.4±
INV. IN 4948.74 (NW)
INV. OUT 4948.74 (E)
SDCO 4-4
STA 12+46.66
RIM 4971.3±
INV. IN 4949.68 (NW)
INV. OUT 4949.68 (S)
SDCO 4-6
STA 16+91.41
RIM 4970.2±
INV. IN 4951.90 (W)
INV. OUT 4951.90 (SE)
SDCO 4-11
STA 19+15.69
RIM 4964.4±
INV. OUT 4953.02 (NE)
11.25° BEND 4-10
STA 18+80.00
INV. 4952.84 (SW)
22.5° BEND 4-9 INV. 4952.84 (NE)
STA 18+59.81
INV. 4952.74 (SW)
INV. 4952.74 (NE)
22.5° BEND 4-8
STA 17+54.34
INV. 4952.21 (SW)
INV. 4952.21 (E)
11.25° BEND 4-7
STA 17+09.37
INV. 4951.99 (W)
INV. 4951.99 (E)
11.25° BEND 4-5
STA 12+81.55
INV. 4949.85 (NW)
INV. 4949.85 (SE)
45° BEND 4-3
STA 12+35.80
INV. 4949.63 (N)
INV. 4949.63 (SE)
HORIZ DEFLECTION
STA 11+80.90
INV. 4949.36 (NW)
INV. 4949.36 (SE)
22.5° BEND 4-1
STA 10+38.50
INV. 4948.65 (W)
INV. 4948.65 (SE)
38.50 LF 8" PERF. PVC @ 0.50%
18.29 LF 8" PERF. PVC @ 0.50%
124.11 LF 8" PERF. PVC @ 0.50%
54.90 LF 8" PERF. PVC @ 0.50%
10.86 LF 8" PERF. PVC @ 0.50%
34.89 LF 8" PERF. PVC @ 0.50%
409.86 LF 8" PERF. PVC @ 0.50%
17.95 LF 8" PERF. PVC @ 0.50%
44.97 LF 8" PERF. PVC @ 0.50%
105.47 LF 8" PERF. PVC @ 0.50%
20.19 LF 8" PERF. PVC @ 0.50%
35.69 LF 8" PERF. PVC @ 0.50%
SDCO 4
STA 10+00.00
RIM 4973.3±
INV. IN 4948.46 (NW)
INV. IN 4948.46 (SE)
INV. OUT 4948.46 (SW)
PROPOSED GROUND
EXISTING GROUND
8" PVC WATER
STA.=10+10.00
TOP=4968.60
Sheet
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 66
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
PRIVATE SUBDRAIN LINE 1-4
NORTH
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORMLINE
LEGEND:
NOTES:
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
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
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. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF
FLARED END SECTIONS.
4. WATER SERVICE MUST HAVE MINIMUM OF 4.5' COVER AND MINIMUM OF 18" VERTICAL
CLEARANCE FROM STORM SEWER. ANY STORM SEWER SHALLOWER THAN 5.0' WILL
REQUIRE THE WATER SERVICE TO BE INSTALLED UNDER THE PROPOSED STORM
SEWER.
5. STORM DRAIN PIPE JOINTS SHALL NOT BE LOCATED OVER UTILITY CROSSINGS.
6. PRIVATE STORM SEWER MATERIAL MAY BE RCP, PVC OR HDPE. ALL RCP SHALL BE
CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC
RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. HDPE MUST BE
SMOOTH WALLED INTERIOR. HDPE FITTINGS MAY BE USED FOR PVC INSTALLATIONS.
ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS
(PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
7. AREA DRAIN PIPE AND DRAIN BASIN CONNECTIONS TO RCP STORM SHALL USE
INSERTA TEE OR APPROVED EQUAL FOR CONNECTION.
B M
KEYMAP
PROFILE SCALE:
SD2
PLAN AND PROFILE
SUBDRAIN LINE 1-4
24
SD1
SD2
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
G G
G G
G G G
G G
G G G G G
G G G
G
G G G
G
G
G
E
E
E
E
E
E E
E
E
E
E
G
G G
G
G
E E
E
E
E
E
E
E
G
G
G G G
G G
G
G
UD UD
UD
UD
UD
UD UD UD UD UD UD
UD
UD UD UD
UD
UD UD UD
UD
UD
UD
UD UD UD UD
w
S W S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
VAULT
VAULT
VAULT
VAULT
VAULT
E
E
E
E
E
E
VAULT
TELE
X
VAULT
F.O.
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
T T
T
T
T
T
T
T
LOT 1
LOT 13
LOT 15
LOT 14
LOT 13
LOT 12
LOT 11
LOT 10
LOT 9
LOT 8
LOT 1
LOT 2
LOT 3
LOT 1
LOT 2
LOT 3
LOT 15
LOT 13
LOT 14
LOT 1
LOT 2
LOT 10
LOT 11
CROAKING TOAD DR
WINDY WILLOW DR
MISTY MEADOW DR
FALLEN BRANCH DR
SDCO 4
STA 14+00.18
N: 101305.95
E: 203430.11
SDCO 3
STA 12+73.67
N: 101213.12
E: 203344.15
SDCO 2
STA 12+27.37
N: 101244.05
E: 203309.71
SDCO 5
STA 17+89.14
N: 101046.04
E: 203719.48
SDCO 6
STA 22+14.61
N: 100761.74
E: 204036.02
SD-FES 1
STA 10+00.00
N: 101074.89
E: 203157.78
227.37 LF 8" PVC @ 0.50%
46.30 LF 8" PVC @ 0.50%
126.51 LF 8" PVC @ 0.50%
388.96 LF 8" PERF. PVC @ 0.50%
425.47 LF 8" PERF. PVC @ 0.50%
LOT 6
LOT 3
LOT 5
LOT 4
LOT 1
LOT 2
LOT 8
LOT 6
LOT 5
LOT 7
LOT 10
LOT 11
LOT 9
LOT 13
LOT 14
TRACT U
D&PAE
LOT 4
59' ROW
9' UTILITY EASEMENT
9' UTILITY EASEMENT
WETLAND BUFFER (TYP.)
NATURAL HABITAT
BUFFER ZONE
30' EASEMENT
REC. NO. 20140004033
15' EASEMENT
REC. NO. 20110070565
15' UTILITY EASEMENT
30' UTILITY EASEMENT REC. NO. 20110070565
REC. NO. 20100004033
DITCH LATERAL
5' TRAIL
PROPOSED
PEDESTRIAN BRIDGE
EXISTING TOP
OF DITCH BANK
50' DITCH BUFFER
FROM TOP OF BANK
NATURAL HABITAT
BUFFER ZONE
PROPOSED GRASS LINED SWALE
LOT 7 BLOCK 12
BLOCK 10
PROPOSED 8"
WATER
SANITARY SEWER LINE 1
SEE SHEET SS2
36' FL-FL
TRACT C
FUTURE PUBLIC PARK
PEDESTRIAN ACCESS
EASEMENT
SUBDRAIN LINE 1-4
SEE SHEET SD2
4940
4945
4950
4955
4960
4965
4970
4975
4980
4985
4940
4945
4950
4955
4960
4965
4970
4975
4980
4985
9+7510+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 22+50
PROPOSED GROUND
EXISTING GROUND
18" MIN.
SD-FES 1
STA 10+00.00
INV. 4946.46 (NE)
227.37 LF 8" PVC @ 0.50%
SDCO 2
STA 12+27.37
RIM 4970.9±
INV. IN 4947.60 (SE)
INV. OUT 4947.60 (SW)
46.30 LF 8" PVC @ 0.50%
SDCO 3
STA 12+73.67
RIM 4971.4±
INV. IN 4947.83 (NE)
INV. OUT 4947.83 (NW)
126.51 LF 8" PVC @ 0.50%
SDCO 4
STA 14+00.18
RIM 4973.3±
INV. IN 4948.46 (NW)
INV. IN 4948.46 (SE)
INV. OUT 4948.46 (SW)
388.96 LF 8" PERF. PVC @ 0.50%
SDCO 5
STA 17+89.14
RIM 4967.7±
INV. IN 4950.40 (SE)
INV. OUT 4950.40 (NW)
425.47 LF 8" PERF. PVC @ 0.50%
SDCO 6
STA 22+14.61
RIM 4967.0±
INV. OUT 4952.53 (NW)
8" PVC WATER
STA.=12+63.67
TOP=4966.90
8" PVC WATER
STA.=12+07.37
TOP=4966.30
8" PVC SANITARY
STA.=12+17.37
INV.=4949.82
Sheet
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 66
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
PRIVATE SUBDRAIN LINE 1
NORTH
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORMLINE
LEGEND:
NOTES:
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
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
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. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF
FLARED END SECTIONS.
4. WATER SERVICE MUST HAVE MINIMUM OF 4.5' COVER AND MINIMUM OF 18" VERTICAL
CLEARANCE FROM STORM SEWER. ANY STORM SEWER SHALLOWER THAN 5.0' WILL
REQUIRE THE WATER SERVICE TO BE INSTALLED UNDER THE PROPOSED STORM
SEWER.
5. STORM DRAIN PIPE JOINTS SHALL NOT BE LOCATED OVER UTILITY CROSSINGS.
6. PRIVATE STORM SEWER MATERIAL MAY BE RCP, PVC OR HDPE. ALL RCP SHALL BE
CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC
RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. HDPE MUST BE
SMOOTH WALLED INTERIOR. HDPE FITTINGS MAY BE USED FOR PVC INSTALLATIONS.
ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS
(PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
7. AREA DRAIN PIPE AND DRAIN BASIN CONNECTIONS TO RCP STORM SHALL USE
INSERTA TEE OR APPROVED EQUAL FOR CONNECTION.
B M
KEYMAP
PROFILE SCALE:
SD1
PLAN AND PROFILE
SUBDRAIN LINE 1
23
SD2
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
SD1
INV. OUT 4941.18 (W)
27.54 LF 24" RCP @ 0.50%
8.96 LF 24" RCP @ 0.50%
PROPOSED
GROUND
EXISTING
GROUND
2-YR
HGL
4945
4950
4955
4960
4965
4970
4975
4980
4945
4950
4955
4960
4965
4970
4975
4980
9+50 10+00 11+00 11+75
PROPOSED
GROUND
EXISTING
GROUND
FES 7-1
STA 10+00.00
INV. 4956.97 (NE)
103.87 LF 24" RCP @ 2.00%
STMH 7-2
STA 11+03.87
RIM 4964.6±
INV. IN 4959.05 (N)
INV. OUT 4959.05 (SW)
49.15 LF
18" RCP
@ 0.89%
INLET 7-3
STA 11+53.02
FL. EL 4964.0±
INV. OUT 4959.49 (S)
100-YR
HGL
E E
E
E
E
E
E
E
E E E
G G G G
G
G
G
G
G
G
G G
S
S
S
S
S
S
S
S
S
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
UD
UD
UD UD
S
w
W
S
w
W
w
W
w
W
VAULT
E
VAULT
E
E
E
X
X
X
X X X X
X
X X
X
X
X
X X X
X
STMH 7-2
STA 11+03.87
N: 101435.30
E: 202795.87
INLET 7-3
STA 11+53.02
N: 101482.26
E: 202781.36
FES 7-1
STA 10+00.00
N: 101343.76
E: 202746.79
103.87 LF 24" RCP @ 2.00%
49.15 LF 18" RCP @ 0.89%
LOT 17
LOT 16
LOT 15
LOT 8
LOT 7
LOT 5
LOT 4
LOT 6
LOT 3
LOT 1
LOT 2
BLOCK 11
SANITARY SEWER LINE 1
SEE SHEET
SS2
PROPOSED 8"
PVC WATER
5' TRAIL
Sheet
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 66
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORMLINE
LEGEND:
NOTES:
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
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
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. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF
FLARED END SECTIONS.
4. WATER SERVICE MUST HAVE MINIMUM OF 4.5' COVER AND MINIMUM OF 18" VERTICAL
CLEARANCE FROM STORM SEWER. ANY STORM SEWER SHALLOWER THAN 5.0' WILL
REQUIRE THE WATER SERVICE TO BE INSTALLED UNDER THE PROPOSED STORM
SEWER.
5. STORM DRAIN PIPE JOINTS SHALL NOT BE LOCATED OVER UTILITY CROSSINGS.
6. PRIVATE STORM SEWER MATERIAL MAY BE RCP, PVC OR HDPE. ALL RCP SHALL BE
CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC
RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. HDPE MUST BE
SMOOTH WALLED INTERIOR. HDPE FITTINGS MAY BE USED FOR PVC INSTALLATIONS.
ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS
(PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
7. AREA DRAIN PIPE AND DRAIN BASIN CONNECTIONS TO RCP STORM SHALL USE
INSERTA TEE OR APPROVED EQUAL FOR CONNECTION.
ST5
PLAN AND PROFILE
STORM DRAIN LINE 7 & 8
22
NORTH
B M
KEYMAP
STORM DRAIN LINE 8
PROFILE SCALE:
STORM 7
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
STORM DRAIN LINE 7
PROFILE SCALE:
NORTH
STORM 8
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
VAULT
E
E
E
E
CROAKING TOAD DR
AUTUMN BREEZE CT
STORM DRAIN LINE 1
SEE SHEET ST1
LOT 9
LOT 8
LOT 7
LOT 6
LOT 5
BLOCK 9
SANITARY SEWER LINE 2-6
SEE SHEET
SS8
PROPOSED 8"
PVC WATER
9' UTILITY EASEMENT
63.91 LF 12" RCP @ 0.52%
OUTLET 5-2
STA 10+63.91
N: 100458.77
E: 203176.88
FES 5-1
STA 10+00.00
N: 100518.52
E: 203154.18
STORM DRAIN LINE 4
SEE SHEET ST3
LOT 9
LOT 8
LOT 5
LOT 4 LOT 3
LOT 7
LOT 6
SANITARY SEWER LINE 2-6
SEE SHEET
SS8
BLOCK 8
TRACT A
DRAINAGE & PEDESTRIAN
ACCESS EASEMENT
5' TRAIL
2' CONCRETE PAN
4925
4930
4935
4940
4945
4950
4955
4960
4925
4930
4935
4940
4945
4950
4955
4960
9+50 10+00 11+0011+25
PROPOSED
GROUND
EXISTING
GROUND
FES 5-1
STA 10+00.00
INV. 4940.77 (S)
63.91 LF 12" RCP @ 0.52%
OUTLET 5-2
STA 10+63.91
FL. EL 4943.7±
INV. OUT 4941.10 (N)
2-YR
HGL
E E E
E
E
E
E
E
E
E
G
G
G
G
G
G
G
G G G
S
S
S
S
S
S
S
S
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
VAULT
X X
X
X
X
X X X
X X
DANCING CATTAIL DR
OUTLET 6-2
STA 10+93.37
N: 100290.71
E: 202757.31
FES 6-1
STA 10+17.35
N: 100366.51
E: 202751.49
76.02 LF 12" RCP @ 0.55%
LOT 12
LOT 10
LOT 14
LOT 2
LOT 1
LOT 13
LOT 11
SANITARY SEWER LINE 2
SEE SHEET
SS4
PROPOSED 8" PVC WATER
BLOCK 8
TRACT A
DRAINAGE & PEDESTRIAN
ACCESS EASEMENT 2' CONCRETE PAN
4925
4930
4935
4940
4945
4950
4955
4960
4925
4930
4935
4940
4945
4950
4955
4960
9+50 10+00 11+00 11+50
FES 6-1
STA 10+17.35
INV. 4940.58 (S)
76.02 LF 12" RCP @ 0.55%
OUTLET 6-2
STA 10+93.37
FL. EL 4943.2±
INV. OUT 4941.00 (N)
EXISTING
GROUND
PROPOSED
GROUND
2-YR
HGL
Sheet
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 66
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORMLINE
LEGEND:
NOTES:
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
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
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. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF
FLARED END SECTIONS.
4. WATER SERVICE MUST HAVE MINIMUM OF 4.5' COVER AND MINIMUM OF 18" VERTICAL
CLEARANCE FROM STORM SEWER. ANY STORM SEWER SHALLOWER THAN 5.0' WILL
REQUIRE THE WATER SERVICE TO BE INSTALLED UNDER THE PROPOSED STORM
SEWER.
5. STORM DRAIN PIPE JOINTS SHALL NOT BE LOCATED OVER UTILITY CROSSINGS.
6. PRIVATE STORM SEWER MATERIAL MAY BE RCP, PVC OR HDPE. ALL RCP SHALL BE
CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC
RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. HDPE MUST BE
SMOOTH WALLED INTERIOR. HDPE FITTINGS MAY BE USED FOR PVC INSTALLATIONS.
ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS
(PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
7. AREA DRAIN PIPE AND DRAIN BASIN CONNECTIONS TO RCP STORM SHALL USE
INSERTA TEE OR APPROVED EQUAL FOR CONNECTION.
ST4
PLAN AND PROFILE
STORM DRAIN LINES 5 & 6
21
NORTH
B M
KEYMAP
STORM DRAIN LINE 5
PROFILE SCALE:
STORM DRAIN LINE 6
PROFILE SCALE:
NORTH
STORM 6
STORM 5
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
S
S
S
S
S
S
S
S
S
S
S
S S
S S
S
S
S
S
S
S S
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
W
w
W
w
W
w
W
S
w
W
w
W
V
AULT
VAULT
VAULT
E
E
VAULT
H
Y
D
W
TELE
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
S
S
X X
SS
SS
SS SS SS
SS
E
G G
G
T
T
T
T
W
W
W
W
W
W
MISTY
MEADOW DR
RED WILLOW
DRIVE
LOT 3
LOT 12
LOT 13
LOT 10
LOT 11
LOT 9
LOT 8
LOT 7
LOT 6
LOT 5
LOT 4
LOT 1
LOT 2
LOT 6
LOT 7
LOT 5
LOT 1
LOT 2
LOT 1
LOT 3
LOT 2
LOT 10
LOT 9
LOT 2
LOT 3
LOT 1
TRACT L
DU&PAE
STORM DRAIN 2
SEE SHEET
ST2
SANITARY SEWER LINE 3
SEE SHEET
SANITARY SEWER LINE 2
SEE SHEET
SS3
TRACT E
DG&PAE
SANITARY SEWER LINE 1
SEE SHEET
SS1
STORM DRAIN LINE 1
SEE SHEET
ST1
PROPOSED 8"
PVC WATER
BLOCK 5
BLOCK 4
BLOCK 2
BLOCK 6
49.48 LF 15" RCP @ 0.50%
54.00 LF 15" RCP @ 0.50%
LOT 4
LOT 3
LOT 4
9' UTILITY EASEMENT
INLET 3-3
STA 11+03.48
N: 100173.68
INLET 3-2 E: 204106.34
STA 10+49.48
N: 100202.39
E: 204060.60
FES 3-1
STA 10+00.00
N: 100245.90
E: 204037.05
BLOCK 1
ZEPHYR RD
DETENTION
POND 1
4935
4940
4945
4950
4955
4960
4965
4970
4935
4940
4945
4950
4955
4960
4965
4970
9+50 10+00 11+00 11+50
FES 3-1
STA 10+00.00
INV. 4948.81 (SE)
49.48 LF
15" RCP
@ 0.50%
INLET 3-2
STA 10+49.48
FL. EL 4953.7±
INV. IN 4949.06 (SE)
INV. OUT 4949.06 (NW)
54.00 LF
15" RCP
@ 0.50%
INLET 3-3
STA 11+03.48
FL. EL 4953.7±
INV. OUT 4949.33 (NW)
8" PVC SANITARY
STA.=10+79.96
INV.=4940.42
PROPOSED
GROUND
EXISTING
GROUND
8" PVC WATER LOWERING
STA.=10+62.06
TOP=4947.43
18" MIN.
2-YR HGL
E E
E
E
E
E E E
E
E
E
E
E
E
E
E
E
G G G G G
G
G
G
G
G
G
G
G
G
G G
E
E
E
E
E
E
E
G
G
G
G
G
G
G
UD UD
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
UD
UD
UD
VAULT
VAULT
VAULT
E
E
E
E
E
E
E
E
E
E
X
CROAKING TOAD DR
MISTY MEADOW DR
OUTLET 4-3
STA 11+66.70
N: 100764.03
E: 203281.38
CLEANOUT 4-4
STA 13+27.18
N: 100911.73
E: 203344.12
ADS BASIN 4-2
STA 10+38.88
N: 100638.44
E: 203257.60
FES 4-1
STA 10+00.00
N: 100619.34
E: 203223.73
160.47 LF 4" PERF. PVC @ 0.20%
38.88 LF 18" HDPE @ 0.20%
127.82 LF 18" HDPE @ 0.20%
STORM DRAIN LINE 1
SEE SHEET
ST1
STORM DRAIN LINE 1
SEE SHEET
ST1
LOT 2
LOT 3
LOT 8
LOT 6
LOT 5
LOT 7
LOT 4
LOT 9
LOT 8
LOT 7
LOT 6
LOT 12
LOT 13
LOT 10
LOT 11
LOT 8
LOT 6
LOT 7
LOT 11
LOT 9
LOT 10
BLOCK 10
BLOCK 9
BLOCK 13
SANITARY SEWER LINE 2-6
SEE SHEET
SANITARY SEWER LINE 1
SEE SHEET
PROPOSED 8"
WATERLINE
9' UTILITY EASEMENT
9' UTILITY EASEMENT
PROPOSED
GRASS LINED
SWALE
4930
4935
4940
4945
4950
4955
4960
4965
4930
4935
4940
4945
4950
4955
4960
4965
9+50 10+00 11+00 12+00 13+00 14+00 14+50
FES 4-1
STA 10+00.00
INV. 4941.37 (NE)
38.88 LF
18" HDPE
@ 0.20%
ADS BASIN 4-2
STA 10+38.88
RIM 4943.6±
INV. IN 4941.45 (N)
INV. OUT 4941.45 (SW)
127.82 LF 18" HDPE @ 0.20%
OUTLET 4-3
STA 11+66.70
RIM 4945.5±
INV. IN 4941.70 (NE)
INV. OUT 4941.70 (S)
160.47 LF
4" PERF. PVC
@ 0.20%
CLEANOUT 4-4
STA 13+27.18
RIM 4944.5±
INV. OUT 4942.02 (SW)
EXISTING GROUND
2-YR HGL PROPOSED GROUND
Sheet
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 66
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORMLINE
LEGEND:
NOTES:
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
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
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. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF
FLARED END SECTIONS.
4. WATER SERVICE MUST HAVE MINIMUM OF 4.5' COVER AND MINIMUM OF 18" VERTICAL
CLEARANCE FROM STORM SEWER. ANY STORM SEWER SHALLOWER THAN 5.0' WILL
REQUIRE THE WATER SERVICE TO BE INSTALLED UNDER THE PROPOSED STORM
SEWER.
5. STORM DRAIN PIPE JOINTS SHALL NOT BE LOCATED OVER UTILITY CROSSINGS.
6. PRIVATE STORM SEWER MATERIAL MAY BE RCP, PVC OR HDPE. ALL RCP SHALL BE
CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC
RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. HDPE MUST BE
SMOOTH WALLED INTERIOR. HDPE FITTINGS MAY BE USED FOR PVC INSTALLATIONS.
ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS
(PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
7. AREA DRAIN PIPE AND DRAIN BASIN CONNECTIONS TO RCP STORM SHALL USE
INSERTA TEE OR APPROVED EQUAL FOR CONNECTION.
ST3
PLAN AND PROFILE
STORM DRAIN LINES 3 & 4
20
NORTH
B M
KEYMAP
STORM DRAIN LINE 3
PROFILE SCALE:
STORM DRAIN LINE 4
PROFILE SCALE:
NORTH
STORM 4
STORM 3
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
G
G
G
G
G
G
G G G G G G G G
E E
E
E E E
E E E
E E
G G
G G G
G G G
G
S
S
S
S S
S
S
S
S
S
S S S
S
S S S S S
S
S S
S S S S
S
S
S
S
S
S
S
S S S
S
S
S
S
S
S
S
S
S
S
S
S S
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
W
w
W
S
w
W
w
W
w
W
V
AULT
VAULT
VAULT
VAULT
VAULT
E
E
VAULT
VAULT
W
H
Y
D
W
ELEC
VAULT
ELEC
H
Y
D
S S
S
X
X X
X X X
X
X
X
X X
X
X
X
X
X
X
SS
SS
SS
SS SS
SS
SS SS
SS
SS
SS SS SS
SS
LID
W W W
FO
FO
FO
FO
FO
T
T
T
T
T
G
G
G G
G
G
G
G G G G
T
T
T
T T
T
W
W
W
W
W
W W
W
W
W W
W
W
W
ZEPHYR RD
MISTY
MEADOW DR
ROSEN DRIVE
RED WILLOW
DRIVE
LOT 16 LOT 22
LOT 21
LOT 20
LOT 19
LOT 18
LOT 17
LOT 3
LOT 15
LOT 14
LOT 12
LOT 13
LOT 10
LOT 11
LOT 9
LOT 8
LOT 7
LOT 6
LOT 5
LOT 4
LOT 1
LOT 2
LOT 6
LOT 7
LOT 5
LOT 1
LOT 2
LOT 1
LOT 8
LOT 10
LOT 2 LOT 3 LOT 4 LOT 5 LOT 6
LOT 10
LOT 9
LOT 7
LOT 1 LOT 2 LOT 3 LOT 4
LOT 9 LOT 8 LOT 7 LOT 6 LOT 5
LOT 2
LOT 3
LOT 1
TRACT L
DU&PAE
TRACT N
DU&PAE
STORM DRAIN 3
SEE SHEET
ST3
SANITARY SEWER LINE 3-1
SEE SHEET
SS9
SSMH 2-5
STA 13+42.26
N: 100001.12
E: 204174.84
FES 2-6
STA 16+99.42
N: 100001.01
E: 204532.01
SSMH 2-4
STA 12+53.23
N: 100090.14
E: 204174.87
INLET 2-3
STA 11+86.00
N: 100153.25
E: 204198.03
FES 2-1
STA 10+00.00
N: 100266.16
E: 204050.22
67.23 LF 15" RCP @ 0.50%
89.03 LF 15" RCP @ 0.93%
357.17 LF 15" RCP @ 1.00%
147.56 LF 15" RCP @ 0.63%
SANITARY SEWER LINE 2
SEE SHEET
SS3
TRACT E
DG&PAE
SANITARY SEWER LINE 1
SEE SHEET
SS1
SANITARY SEWER LINE 3
SEE SHEET
SS8
STORM DRAIN LINE 1
SEE SHEET
ST1
PROPOSED 8"
WATERLINE
BLOCK 1
BLOCK 5
BLOCK 4
BLOCK 2
BLOCK 2
BLOCK 3
BLOCK 6
INLET 2-2
STA 11+47.56
N: 100176.63
E: 204167.51
38.44 LF 15" RCP @ 0.50%
4935
4940
4945
4950
4955
4960
4965
4970
4935
4940
4945
4950
4955
4960
4965
4970
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50
FES 2-1
STA 10+00.00
RIM 4949.8±
INV. IN 4948.37 (SE)
147.56 LF 15" RCP @ 0.63%
INLET 2-3
STA 11+86.00
RIM 4954.3±
INV. IN 4949.49 (S)
INV. OUT 4949.49 (NW)
67.23 LF 15" RCP @ 0.50%
SSMH 2-4
STA 12+53.23
RIM 4955.1±
INV. IN 4949.83 (S)
INV. OUT 4949.83 (N)
89.03 LF 15" RCP @ 0.93%
SSMH 2-5
STA 13+42.26
RIM 4957.0±
INV. IN 4950.65 (E)
INV. OUT 4950.65 (N)
357.17 LF 15" RCP @ 1.00%
FES 2-6
STA 16+99.42
RIM 4955.7±
INV. OUT 4954.22 (W)
PROPOSED GROUND
EXISTING GROUND
8" PVC SANITARY
STA.=10+82.67
INV.=4941.26
8" PVC WATER LOWERING
STA.=10+60.12
TOP=4946.97
18" MIN.
8" PVC WATER LOWERING
STA.=13+52.26
TOP=4948.50
18" MIN.
8" PVC WATER LOWERING
STA.=15+34.26
TOP=4950.61
18" MIN.
INLET 2-2
STA 11+47.56
RIM 4952.7±
INV. IN 4949.30 (SE)
INV. OUT 4949.30 (NW)
38.44 LF 15" RCP @ 0.50%
2-YR HGL
Sheet
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 66
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORMLINE
LEGEND:
NOTES:
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
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
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. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF
FLARED END SECTIONS.
4. WATER SERVICE MUST HAVE MINIMUM OF 4.5' COVER AND MINIMUM OF 18" VERTICAL
CLEARANCE FROM STORM SEWER. ANY STORM SEWER SHALLOWER THAN 5.0' WILL
REQUIRE THE WATER SERVICE TO BE INSTALLED UNDER THE PROPOSED STORM
SEWER.
5. STORM DRAIN PIPE JOINTS SHALL NOT BE LOCATED OVER UTILITY CROSSINGS.
6. PRIVATE STORM SEWER MATERIAL MAY BE RCP, PVC OR HDPE. ALL RCP SHALL BE
CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC
RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. HDPE MUST BE
SMOOTH WALLED INTERIOR. HDPE FITTINGS MAY BE USED FOR PVC INSTALLATIONS.
ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS
(PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
7. AREA DRAIN PIPE AND DRAIN BASIN CONNECTIONS TO RCP STORM SHALL USE
INSERTA TEE OR APPROVED EQUAL FOR CONNECTION.
ST2
PLAN AND PROFILE
STORM DRAIN LINE 2
19
NORTH
B M
KEYMAP
STORM DRAIN LINE 2
PROFILE SCALE:
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
E
E
E
E
E
E
E
E
E
G
G
G
G
G
G
G
G
G
G
G
G
E
E
E
E
E
E
E
G
G
G
G
S
S S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S S
S S
S
S
S
S
S
S
S
S
S
S S
S
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
UD UD UD
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
E
E
E
E
E
E
E
E
E
VAULT
E
LOT 2
LOT 9
LOT 8
LOT 10
LOT 11
LOT 3
LOT 4
LOT 3
LOT 5
LOT 6
LOT 7
LOT 9
LOT 10
LOT 7
LOT 8
LOT 12
LOT 10
LOT 11
LOT 4
LOT 3
LOT 5
LOT 6
LOT 7
LOT 8
LOT 6
LOT 7
LOT 8
LOT 9
LOT 8
LOT 9
INLET 1-7
STA 16+74.61
N: 100452.33
E: 203889.23
INLET 1-6
STA 16+39.91
N: 100465.74
E: 203857.22
SSMH 1-8
STA 17+72.73
N: 100409.27
E: 203977.39
INLET 1-5
STA 14+31.70
N: 100549.55
E: 203666.63
INLET 1-4
STA 13+96.99
N: 100563.27
E: 203634.75
INLET 1-3
STA 11+88.34
N: 100643.13
E: 203441.98
INLET 1-2
STA 11+58.33
N: 100654.60
E: 203414.26
OUTLET 1-9
STA 18+26.79
N: 100360.81
E: 204001.37
FES 1-1
STA 10+00.00
N: 100757.89
E: 203294.26
34.71 LF 24" RCP @ 0.40%
208.20 LF 24" RCP @ 0.40%
34.71 LF 18" RCP @ 0.40%
98.11 LF 18" RCP @ 0.40%
54.06 LF 18" RCP @ 0.40%
158.33 LF 24" RCP @ 0.40%
30.00 LF 24" RCP @ 0.41%
STORM DRAIN LINE 3
SEE SHEET ST3
LOT 6
LOT 7
LOT 5
LOT 1
LOT 5
LOT 4
LOT 10
LOT 11
LOT 9
LOT 8
LOT 7
TRACT M
LOT 6
LOT 2
CROAKING TOAD DR
FLYING MALLARD DR
WINDY WILLOW DR
ZEPHYR RD
MISTY MEADOW DR
TRACT S
DUA
TRACT D
DUA&EAE
STORM DRAIN LINE 2
SEE SHEET ST2
STORM DRAIN LINE 4
SEE SHEET ST3
SANITARY SEWER LINE 3
SEE SHEET
SS8
BLOCK 9
BLOCK 5
BLOCK 13
BLOCK 1
BLOCK 4
BLOCK 16
SANITARY SEWER LINE 2-6
SEE SHEET SS8
SANITARY SEWER LINE 2-5
SEE SHEET
SS7
SANITARY SEWER LINE 2-4
SEE SHEET SS6
ALLEY 1
ALLEY 2
4930
4935
4940
4945
4950
4955
4960
4965
4970
4930
4935
4940
4945
4950
4955
4960
4965
4970
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+75
98.11 LF 18" RCP @ 0.40%
SSMH 1-8
STA 17+72.73
RIM 4954.6±
INV. IN 4948.09 (SE)
INV. OUT 4948.09 (NW)
54.06 LF 18" RCP @ 0.40%
OUTLET 1-9
STA 18+26.79
FL. EL 4950.0±
INV. OUT 4948.31 (NW)
FES 1-1
STA 10+00.00
INV. 4944.50 (SE)
158.33 LF 24" RCP @ 0.40%
INLET 1-2
STA 11+58.33
FL. EL 4950.5±
INV. IN 4945.13 (E)
INV. OUT 4945.13 (NW)
30.00 LF 24" RCP @ 0.41%
INLET 1-3
STA 11+88.34
FL. EL 4950.5±
INV. IN 4945.25 (SE)
INV. OUT 4945.25 (W)
INLET 1-4
STA 13+96.99
FL. EL 4953.7±
INV. IN 4946.59 (SE)
INV. OUT 4946.59 (NW)
34.71 LF 24" RCP @ 0.40%
INLET 1-5
STA 14+31.70
FL. EL 4953.8±
INV. IN 4946.73 (SE)
INV. OUT 4946.73 (NW)
208.20 LF 24" RCP @ 0.40%
INLET 1-6
STA 16+39.91
FL. EL 4955.3±
INV. IN 4947.56 (SE)
INV. OUT 4947.56 (NW)
34.71 LF 18" RCP @ 0.40%
INLET 1-7
STA 16+74.61
FL. EL 4955.3±
INV. IN 4947.70 (SE)
INV. OUT 4947.70 (NW)
PROPOSED GROUND
EXISTING GROUND
8" PVC SANITARY
STA.=11+78.28
INV.=4940.51
8" PVC SANITARY
STA.=14+17.93
INV.=4941.71
8" PVC SANITARY
STA.=16+59.10
INV.=4943.19
8" PVC WATER LOWERING
STA.=11+68.28
TOP=4943.42
18" MIN.
8" PVC WATER LOWERING
STA.=14+07.48
TOP=4944.92
18" MIN.
8" PVC WATER LOWERING
STA.=16+48.83
TOP=4945.89
18" MIN.
208.66 LF 24" RCP @ 0.64%
100-YR HGL
Sheet
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 66
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
STORM DRAIN LINE 1
NORTH
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORMLINE
LEGEND:
NOTES:
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
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
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. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF
FLARED END SECTIONS.
4. WATER SERVICE MUST HAVE MINIMUM OF 4.5' COVER AND MINIMUM OF 18" VERTICAL
CLEARANCE FROM STORM SEWER. ANY STORM SEWER SHALLOWER THAN 5.0' WILL
REQUIRE THE WATER SERVICE TO BE INSTALLED UNDER THE PROPOSED STORM
SEWER.
5. STORM DRAIN PIPE JOINTS SHALL NOT BE LOCATED OVER UTILITY CROSSINGS.
6. PRIVATE STORM SEWER MATERIAL MAY BE RCP, PVC OR HDPE. ALL RCP SHALL BE
CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC
RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. HDPE MUST BE
SMOOTH WALLED INTERIOR. HDPE FITTINGS MAY BE USED FOR PVC INSTALLATIONS.
ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS
(PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
7. AREA DRAIN PIPE AND DRAIN BASIN CONNECTIONS TO RCP STORM SHALL USE
INSERTA TEE OR APPROVED EQUAL FOR CONNECTION.
B M
KEYMAP
PROFILE SCALE:
ST1
PLAN AND PROFILE
STORM DRAIN LINE 1
18
STORM 1
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
S S S
S S S S
S
S
S
S
S
S
S
S
S S
S
S
S
S
S
S
S
S
S
S
S
S
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
S
w
W
VAULT
VAULT
VAULT
VAULT
E
VAULT
V
AULT
ELEC
H
Y
D
S
X
SS
SS
SS SS
SS SS SS SS
T
T T
T
W
W W W
W W
W
W
SSMH 3-3
STA 10+00.00
N: 100087.55
E: 204376.86
LOT 1
LOT 3
LOT 2
LOT 9
LOT 8
LOT 7
TRACT L
DU&PAE
BLOCK 1
LOT 8
LOT 10
LOT 5
LOT 4
LOT 7 LOT 9 LOT 10
LOT 9
LOT 12
LOT 13
LOT 10
LOT 11
LOT 16
LOT 21
LOT 20
LOT 19
LOT 18
LOT 17
LOT 15
LOT 14
LOT 6
LOT 1
LOT 4
LOT 3
LOT 2
LOT 5
LOT 6
LOT 7
LOT 8
SANITARY SEWER LINE 3
SEE SHEET
SS8
BLOCK 2
BLOCK 3
9' UTILITY EASEMENT
4.5' SIDEWALK
4' SIDEWALK
8' UTILITY EASEMENT
67.50 LF 8" PVC @ 0.50%
SSMH 3-3A
STA 10+67.50
N: 100155.05
E: 204376.89
PROPOSED 8"
PVC WATER
SANITARY SEWER LINE 3-1
SEE LEFT
E
E
E
E
E
E
E
E
E
E
E
E E E E E E E E E
E
E E
E
E E
G
G
G
G G
G G G
G
G
G
G
G
G
G
G
G
G
G
G G G G G G G G
E E E
E E E
E
E
G
G
G G G
G G G
G
S
S
S S S
S
S S S S S
S S S
S S S S
S S
S
S
S
S
S
S S S
S
S
S
S
S
S
S
S
S
S
S
S S
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W S
w
W
w
W
w
W
V
AULT
VAULT
VAULT
VAULT
VAULT
E
VAULT
VAULT
VAULT
ELEC
H
Y
D
S
X
X X
X
X
X
X
X X
SS
SS
SS
SS SS
SS
SS
SS SS SS
G
G G G
G
G
G
G
G G
T
T
T
T T
T
W
W W
W
W
W
W W
W
W
W
STORM DRAIN 3
SEE SHEET
ST3
STORM DRAIN 2
SEE SHEET
ST2
SANITARY SEWER LINE 1
SEE SHEET SS1
LOT 1 LOT 2 LOT 3
LOT 3
LOT 9
LOT 8
LOT 7
LOT 5
LOT 4
LOT 1
LOT 2
LOT 1
TRACT L
DU&PAE
BLOCK 1
BLOCK 4
LOT 8
LOT 10
LOT 4 LOT 5
LOT 10
LOT 9
LOT 7
LOT 9
LOT 12
LOT 13
LOT 10
LOT 11
TRACT M
SSMH 3-1
STA 10+00.00
N: 100158.68
E: 204207.50
LOT 6
LOT 16
LOT 22
LOT 20 LOT 21
LOT 19
LOT 18
LOT 14 LOT 15 LOT 17
LOT 6 LOT 1 LOT 2 LOT 3 LOT 4
LOT 8 LOT 7 LOT 6 LOT 5
BLOCK 2
BLOCK 3
9' UTILITY EASEMENT
4.5' SIDEWALK
4' SIDEWALK
8' UTILITY EASEMENT
76.15 LF 8" PVC @ 1.97%
SSMH 3-1A
STA 10+76.15
N: 100205.89
E: 204267.25
76.15 LF 8" PVC @ 1.50%
SSMH 3-1B
STA 11+52.29
N: 100231.32
E: 204339.03
236.65 LF 8" PVC @ 3.00%
SSMH 3-1C
STA 13+88.95
N: 100232.46
E: 204575.67
PROPOSED 8"
PVC WATER
SANITARY SEWER LINE 3-3
SEE RIGHT
SANITARY SEWER LINE 3
SEE SHEET SS8
4935
4940
4945
4950
4955
4960
4965
4970
4975
4935
4940
4945
4950
4955
4960
4965
4970
4975
9+50 10+00 11+00 12+00 13+00 14+0014+25
PROPOSED GROUND
EXISTING GROUND
SSMH 3-1
STA 10+00.00
RIM 4954.6±
INV. IN 4942.39 (S)
INV. IN 4942.39 (NE)
INV. OUT 4942.19 (NW)
76.15 LF 8" PVC @ 1.97%
SSMH 3-1A
STA 10+76.15
RIM 4956.2±
INV. IN 4944.09 (E)
INV. OUT 4943.89 (SW)
76.15 LF 8" PVC @ 1.50%
SSMH 3-1B
STA 11+52.29
RIM 4957.7±
INV. IN 4945.43 (E)
INV. OUT 4945.23 (W)
236.65 LF 8" PVC @ 3.00%
SSMH 3-1C
STA 13+88.95
RIM 4964.5±
INV. OUT 4952.53 (W)
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
SANITARY SEWER LINE 3-1
NORTH
PROFILE SCALE:
Sheet
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 66
EXISTING WATER MAIN
PROPOSED WATER MAIN
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 SANITARY CONSTRUCTION SHALL CONFORM TO THE SOUTH FORT COLLINS
SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE
DATE OF CONSTRUCTION.
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. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
6. ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC.
7. ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.
8. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9. ALL LOTS MARKED WITH AN ASTERISKS (*). SEWAGE EJECTOR PUMPS ARE
ANTICIPATED FOR BASEMENTS.
W
EXISTING STORM SEWER
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
PROPOSED WATER SERVICE W
EASEMENT LINE
PROPOSED RIGHT OF WAY
PROPOSED SUBDRAIN SD
B M
KEYMAP
SS9
PLAN AND PROFILE
SANITARY SEWER LINES 3-1 & 3-3
17
SS9
SANITARY SEWER LINE 3-3
PROFILE SCALE:
NORTH
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G
G
G
G
G
S
S
S
S
S S
S
S
S
S
S
S
S
S
S
S
S
S
S
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
VAULT
VAULT
VAULT
VAULT
X
X X
SSMH 2-6
STA 10+00.00
N: 100141.96
E: 203060.84
LOT 7*
LOT 6*
LOT 8*
LOT 7*
LOT 3*
LOT 5*
LOT 4*
LOT 10*
LOT 9*
LOT 8*
LOT 2*
LOT 3*
LOT 1
LOT 5*
LOT 4*
LOT 3*
LOT 4*
BLOCK 8
BLOCK 9
LOT 10*
LOT 9*
LOT 2*
LOT 1*
9' UTILITY EASEMENT
4.5' SIDEWALK
LOT 6
PROPOSED 8"
PVC WATER
93.35 LF 8" PVC @ 0.50%
SSMH 2-6A
STA 10+93.35
N: 100235.31
E: 203060.84
87.27 LF 8" PVC @ 0.50%
SSMH 2-6B
STA 11+80.62
N: 100293.97
E: 203125.45
BLOCK 7
SANITARY SEWER LINE 2
SEE SHEET
SS4
DANCING CATTAIL DR
AUTUMN BREEZE CT
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E E E E E E E
E
E E
E
E E
G
G
G
G
G
G
G
G
G G
G G G
G
G
G
G
G
G
G
G
G
G
G
G G G G G G G G
E E E
E E E
E E
G G
G G G
G G G
G
S
S
S S
S
S
S S S S S
S S S
S S S S
S S
S
S
S
S
S
S S S
S
S
S
S
S
S
S
S
S
S
S
S S
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W S
w
W
w
W
w
W
VAULT
VAULT
VAULT
VAULT
VAULT
E
VAULT
VAULT
H
Y
D
W
VAULT
ELEC
H
Y
D
S S
S
X X
X
X
X
X X
X
X
X
SS
SS SS
SS
SS SS
SS
SS
SS
SS SS SS
G
G G G
G
G
G
G
G G
T
T
T
T T
T
W
W
W
W
W W
W W W
W W
W
W
W
SSMH 3-4
STA 14+56.23
N: 100087.52
E: 204486.36
SSMH 3-3
STA 13+46.73
N: 100087.55
E: 204376.86
109.50 LF 8" PVC @ 1.00%
STORM DRAIN 3
SEE SHEET
ST3
STORM DRAIN 2
SEE SHEET ST2
SANITARY SEWER LINE 1
SEE SHEET
SS1
SANITARY SEWER LINE 3-1
SEE SHEET SS9
LOT 1 LOT 2 LOT 3
LOT 3
LOT 9
LOT 8
LOT 7
LOT 5
LOT 4
LOT 1
LOT 2
LOT 1
TRACT L
DU&PAE
LOT 1
TRACT E
DG&PAE
TRACT T
DUE
BLOCK 1
BLOCK 4
LOT 8
LOT 10
LOT 4 LOT 5
LOT 10
LOT 9
LOT 7
LOT 9
LOT 12
LOT 13
LOT 10
LOT 11
TRACT M
SSMH 3
STA 10+00.00
N: 100223.16
E: 204123.03
106.27 LF 8" PVC @ 0.40%
71.08 LF 8" PVC @ 1.86%
169.38 LF 8" PVC @ 1.34%
SSMH 3-2
STA 11+77.35
N: 100087.61
E: 204207.48
SSMH 3-1
STA 11+06.27
N: 100158.68
E: 204207.50
LOT 6
LOT 16 LOT 22
LOT 21
LOT 20
LOT 19
LOT 18
LOT 15 LOT 17
LOT 14
LOT 6 LOT 1 LOT 2 LOT 3 LOT 4
LOT 8 LOT 7 LOT 6 LOT 5
SANITARY SEWER LINE 3-3
SEE SHEET SS9
BLOCK 2
BLOCK 3
PROPOSED 8"
PVC WATER
9' UTILITY EASEMENT
4.5' SIDEWALK
4' SIDEWALK
8' UTILITY EASEMENT
MISTY MEADOW DR
ZEPHYR RD
RED WILLOW
DRIVE
4930
4935
4940
4945
4950
4955
4960
4965
4970
4930
4935
4940
4945
4950
4955
4960
4965
4970
9+50 10+00 11+00 12+00 13+00 14+00 15+00
SSMH 3
STA 10+00.00
RIM 4954.4±
INV. IN 4941.66 (NE)
INV. IN 4941.76 (SE)
INV. OUT 4941.46 (SW)
106.27 LF 8" PVC @ 0.40%
SSMH 3-1
STA 11+06.27
RIM 4954.6±
INV. IN 4942.39 (S)
INV. IN 4942.39 (NE)
INV. OUT 4942.19 (NW)
71.08 LF 8" PVC @ 1.86%
SSMH 3-2
STA 11+77.35
RIM 4956.0±
INV. IN 4944.01 (E)
INV. OUT 4943.71 (N)
169.38 LF 8" PVC @ 1.34%
SSMH 3-3
STA 13+46.73
RIM 4958.2±
INV. IN 4946.48 (E)
INV. IN 4946.58 (N)
INV. OUT 4946.28 (W)
109.50 LF 8" PVC @ 1.00%
SSMH 3-4
STA 14+56.23
RIM 4959.5±
INV. OUT 4947.57 (W)
PROPOSED GROUND
EXISTING GROUND
8" PVC WATER
STA.=11+87.35
TOP=4951.64
8" PVC WATER
STA.=13+36.73
TOP=4953.91
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
SANITARY SEWER LINE 2-6
NORTH
PROFILE SCALE:
Sheet
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 66
EXISTING WATER MAIN
PROPOSED WATER MAIN
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 SANITARY CONSTRUCTION SHALL CONFORM TO THE SOUTH FORT COLLINS
SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE
DATE OF CONSTRUCTION.
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. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
6. ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC.
7. ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.
8. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9. ALL LOTS MARKED WITH AN ASTERISKS (*). SEWAGE EJECTOR PUMPS ARE
ANTICIPATED FOR BASEMENTS.
W
EXISTING STORM SEWER
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
PROPOSED WATER SERVICE W
EASEMENT LINE
PROPOSED RIGHT OF WAY
PROPOSED SUBDRAIN SD
B M
KEYMAP
SS8
PLAN AND PROFILE
SANITARY SEWER LINE 2-6 & 3
16
SS8
SANITARY SEWER LINE 3
PROFILE SCALE:
NORTH
E
E
E
E
E
E
E
E
E E E
E
E
E E
E
E E
E
E
E
E
E E
E
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G
G
G
G
G
G
G
G
G
G
G
G
E
E E
E
E
E
E
E E E
E
E
E
E
E
E
E
E
E
E
E
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
S
S S
S
S
S
S
S
S
S
S S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
UD UD
UD
w
W
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
E
E
E
E
E
E
E
E
E
E
E
E
SSMH 2-5C
STA 15+76.46
N: 100705.31
SSMH 2-5 E: 203455.04
STA 10+00.00
N: 100141.93
E: 203369.87
SSMH 2-5B
STA 13+98.83
N: 100539.44
E: 203391.49
177.63 LF 8" PVC @ 0.40%
177.63 LF 8" PVC @ 0.60%
187.67 LF 8" PVC @ 4.55%
LOT 1
LOT 2
LOT 3
LOT 12
LOT 10
LOT 11
LOT 13
LOT 4
LOT 12
LOT 13
LOT 1
LOT 10*
LOT 9*
LOT 8*
LOT 2*
LOT 3*
LOT 1*
LOT 4*
LOT 15*
LOT 13*
LOT 14*
LOT 17*
LOT 16*
LOT 3
LOT 5
LOT 4
LOT 2
LOT 10
LOT 11
PROPOSED 8"
BLOCK 9
BLOCK 13
BLOCK 14
SANITARY SEWER LINE 2
SEE SHEET
SS3
4.5' SIDEWALK
9' UTILITY EASEMENT
LOT 5
LOT 6
LOT 12* LOT 7*
LOT 6 LOT 7
LOT 8 LOT 9
TRACT P
TRACT Q
TRACT G
TRACT F
SSMH 2-5D
STA 17+64.13
N: 100858.45
E: 203563.53
LOT 11* LOT 10* LOT 9* LOT 8*
LOT 7* LOT 8* LOT 9*
LOT 5* LOT 6*
LOT 10
LOT 11
STORM DRAIN 1
SEE SHEET ST1
4.5' SIDEWALK
9' UTILITY EASEMENT
STORM DRAIN 4
SEE SHEET ST3
DANCING CATTAIL DR
CROAKING TOAD DR
221.20 LF 8" PVC @ 0.40%
SSMH 2-5A
STA 12+21.20
N: 100363.13
E: 203369.87
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
SANITARY SEWER LINE 2-5
NORTH
PROFILE SCALE:
Sheet
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 66
EXISTING WATER MAIN
PROPOSED WATER MAIN
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 SANITARY CONSTRUCTION SHALL CONFORM TO THE SOUTH FORT COLLINS
SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE
DATE OF CONSTRUCTION.
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. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
6. ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC.
7. ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.
8. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9. ALL LOTS MARKED WITH AN ASTERISKS (*). SEWAGE EJECTOR PUMPS ARE
ANTICIPATED FOR BASEMENTS.
W
EXISTING STORM SEWER
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
PROPOSED WATER SERVICE W
EASEMENT LINE
PROPOSED RIGHT OF WAY
PROPOSED SUBDRAIN SD
B M
KEYMAP
SS7
PLAN AND PROFILE
SANITARY SEWER LINE 2-5
15
SS6
G
G
G
G
G
G
G
G G G
G
G
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E E
G
G
G
G G
G
G
G
G
G
G
G
G
G
G
G
E E E
E
E
E E E
E
E
E
E
E
E
E
E
E
E
E
E
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G
G
G
G
G
G
G
G
E
E
E
G
G
G
G
S
S
S
S S
S
S
S
S S
S
S S S S
S
S
S S
S
S
S
S
S
S
S
S
S
S
S
S S
S S
S
S
S
S
S
S
S
S
S
S S
S
S
S S
S S
S
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
V
AULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
E
E
E
E
E
E
E
E
X
X
X
X
X
X
X
SSMH 2-4B
STA 13+99.13
N: 100538.09
E: 203643.24
SSMH 2-4
STA 10+00.00
N: 100141.93
E: 203610.87
177.93 LF 8" PVC @ 1.45%
199.56 LF 8" PVC @ 5.40%
LOT 2
LOT 3
LOT 12
LOT 10
LOT 11
LOT 15
LOT 13
LOT 14
LOT 1
LOT 2
LOT 4
LOT 3
LOT 5
LOT 10
LOT 8
LOT 9
TRACT D
DUA&EAE
LOT 4
LOT 1
LOT 15
LOT 13
LOT 14
LOT 17
LOT 16
LOT 3
LOT 5
LOT 4
LOT 1
LOT 2
LOT 9
LOT 12
LOT 10
LOT 11
LOT 13
LOT 3
LOT 5
LOT 4
LOT 2
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 6
PROPOSED 8"
PVC WATER
BLOCK 6
BLOCK 13
BLOCK 14
BLOCK 15
BLOCK 16
SANITARY SEWER LINE 2
SEE SHEET
SS3
4.5' SIDEWALK
9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT
221.20 LF 8" PVC @ 0.40%
SSMH 2-4A
STA 12+21.20
N: 100363.13
E: 203610.87
SSMH 2-4C
STA 15+98.69
N: 100706.55
E: 203750.24
LOT 5
LOT 6
LOT 12 LOT 7
LOT 6
LOT 7 LOT 8
LOT 7 LOT 6
LOT 8
LOT 6 LOT 7
LOT 9
TRACT P
TRACT Q
TRACT G
TRACT I
TRACT H
TRACT F
SANITARY SEWER LINE 1
SEE SHEET
SS2
DANCING CATTAIL DR
FLYING MALLARD DR
STORM DRAIN 1
SEE SHEET
ST1
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
SANITARY SEWER LINE 2-4
NORTH
PROFILE SCALE:
Sheet
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 66
EXISTING WATER MAIN
PROPOSED WATER MAIN
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 SANITARY CONSTRUCTION SHALL CONFORM TO THE SOUTH FORT COLLINS
SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE
DATE OF CONSTRUCTION.
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. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
6. ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC.
7. ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.
8. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9. ALL LOTS MARKED WITH AN ASTERISKS (*). SEWAGE EJECTOR PUMPS ARE
ANTICIPATED FOR BASEMENTS.
W
EXISTING STORM SEWER
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
PROPOSED WATER SERVICE W
EASEMENT LINE
PROPOSED RIGHT OF WAY
PROPOSED SUBDRAIN SD
B M
KEYMAP
SS6
PLAN AND PROFILE
SANITARY SEWER LINE 2-4
14
SS6
G
G
G
G
G G
G
G
G
G
G
G
G
G
G
G
E
E
E
E E
E
E
E
E
E E
E
E
E E E
E
E
E
E
G
G
G
G
G
G
G
G
G
G
G
G
G
G
E
E
E
E
E
E
E
G
G
G
G
w
W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S S
S
S
S
S
S
SS
S
S S S
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
w
W
w
W
w
W
w
W
w
W
VAULT
VAULT
VAULT
E
E
E
E
SSMH 2-2B
STA 12+23.89
N: 100449.74
E: 203869.53
SSMH 2-2
STA 10+00.00
N: 100227.44
E: 203851.87
LOT 1
LOT 2
LOT 4
LOT 3
LOT 5
LOT 10
LOT 8
LOT 9
LOT 3
LOT 4
LOT 3
LOT 1
LOT 2
TRACT D
DUA&EAE
LOT 2 LOT 1
TRACT T
DUE
BLOCK 6
SANITARY SEWER LINE 2
SEE SHEET SS3
9' UTILITY EASEMENT
4.5' SIDEWALK
STORM DRAIN 1
SEE SHEET
ST1
TRACT J
PROPOSED 8"
PVC WATER
LOT 1
LOT 9
LOT 12
LOT 10
LOT 11
LOT 13
LOT 3
LOT 5
LOT 4
LOT 2
LOT 6
LOT 7
LOT 5
BLOCK 15
BLOCK 16
LOT 8
LOT 6 LOT 7
TRACT I
TRACT H
SANITARY SEWER LINE 1
SEE SHEET
SS1
SSMH 2-2C
STA 13+34.21
N: 100543.15
E: 203928.22
LOT 4
98.55 LF 8" PVC @ 3.50%
110.32 LF 8" PVC @ 5.00%
125.34 LF 8" PVC @ 3.00%
WINDY WILLOW DR
MISTY MEADOW DR
SSMH 2-2A
STA 11+25.34
N: 100352.79
E: 203851.87
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
SANITARY SEWER LINE 2-2
NORTH
PROFILE SCALE:
Sheet
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 66
EXISTING WATER MAIN
PROPOSED WATER MAIN
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 SANITARY CONSTRUCTION SHALL CONFORM TO THE SOUTH FORT COLLINS
SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE
DATE OF CONSTRUCTION.
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. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
6. ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC.
7. ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.
8. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9. ALL LOTS MARKED WITH AN ASTERISKS (*). SEWAGE EJECTOR PUMPS ARE
ANTICIPATED FOR BASEMENTS.
W
EXISTING STORM SEWER
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
PROPOSED WATER SERVICE W
EASEMENT LINE
PROPOSED RIGHT OF WAY
PROPOSED SUBDRAIN SD
B M
KEYMAP
SS5
PLAN AND PROFILE
SANITARY SEWER LINE 2-2
13
SS5
G G
G
G G
G
G
G
G
G
G
G G G G G G G
S S S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
w
w
W
w
W
VAULT
VAULT
VAULT
VAULT
X X X X X X X X X
X
X X
X
X
X
X X
SSMH 2-6
STA 21+14.54
N: 100141.96
E: 203060.84
SSMH 2-7
STA 23+24.32
N: 100141.96
E: 202851.06
SSMH 2-8
STA 24+11.27
N: 100175.24
E: 202770.74
209.78 LF 8" PVC @ 0.40%
86.95 LF 8" PVC @ 0.40%
LOT 7*
LOT 6* LOT 7* LOT 8*
LOT 5*
LOT 5*
LOT 4*
LOT 3*
BLOCK 8
LOT 9* LOT 10* LOT 12*
LOT 13*
LOT 11*
LOT 14*
LOT 2* LOT 1*
BLOCK 8
BLOCK 7
4.5' SIDEWALK
9' UTILITY EASEMENT
9' UTILITY EASEMENT
4.5' SIDEWALK
SANITARY SEWER LINE 2-6
SEE SHEET SS8
LOT 6*
PROPOSED 8" PVC WATER
5' TRAIL
AUTUMN BREEZE CT
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
SANITARY SEWER LINE 2
NORTH
PROFILE SCALE:
Sheet
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 66
EXISTING WATER MAIN
PROPOSED WATER MAIN
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 SANITARY CONSTRUCTION SHALL CONFORM TO THE SOUTH FORT COLLINS
SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE
DATE OF CONSTRUCTION.
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. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
6. ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC.
7. ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.
8. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9. ALL LOTS MARKED WITH AN ASTERISKS (*). SEWAGE EJECTOR PUMPS ARE
ANTICIPATED FOR BASEMENTS.
W
EXISTING STORM SEWER
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
PROPOSED WATER SERVICE W
EASEMENT LINE
PROPOSED RIGHT OF WAY
PROPOSED SUBDRAIN SD
B M
KEYMAP
SS4
PLAN AND PROFILE
SANITARY SEWER LINE 2
12
LINE
MATCH
STA
20+50
MATCH LINE SEE SHEET SS3 STA 20+50
SS4 SS3
PROPOSED GROUND
8" PVC WATER
STA.=10+12.25
TOP=4949.69
8" PVC WATER
STA.=18+15.51
TOP=4942.81
E E E
E E E E
E
E
E
E
E E E E E E E
E E
E E
E E E E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
G G G G
G G G G G
G
G
G
G
G
G G G G G
G G
G
G
G
G
G
G
G
G G
G G
G
G
G
G
G
G G G G G G G
G G
G
G
G
G
G
G
E E
E E E E
E
E E E
E
E E E
E E
E
G G G
G G G
G G G
G
E E E
E
E E E E
E E E
G G G
G
G G G G
G G G
G G
G
S
S
S
S
S
S
S
S
S S
S
S
S
S
S S S S S S S S S S S
S
S
S
S
S
S S
S
S
S
S
S
S
S
S S
S
S
S S
S S
S
S
S
S
S S S
S
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
E
E
E
E
E
E
E
VAULT
S
X
X X X X X X X X X X X X
X
X X X X
SSMH 2-2
STA 12+37.99
N: 100227.44
E: 203851.87
SSMH 2-4
STA 15+64.51
N: 100141.93
E: 203610.87
SSMH 2-5
STA 18+05.51
N: 100141.93
E: 203369.87
111.17 LF 8" PVC @ 1.66%
85.51 LF 8" PVC @ 0.40%
241.00 LF 8" PVC @ 0.40% 241.00 LF 8" PVC @ 0.40% 309.03 LF 8" PVC @ 0.40%
STORM DRAIN 3
SEE SHEET
ST3
STORM DRAIN 2
SEE SHEET
ST2
SANITARY SEWER LINE 1
SEE SHEET SS1
LOT 2
LOT 3
LOT 5
LOT 4
LOT 1
LOT 2
LOT 1
LOT 2
LOT 3
LOT 1
TRACT E
DG&PAE
TRACT T
DUE
BLOCK 4
BLOCK 6
SSMH 2-3
STA 13+23.51
N: 100141.93
E: 203851.87
SANITARY SEWER LINE 2-2
SEE SHEET SS5
134.04 LF 8" PVC @ 0.40%
103.96 LF 8" PVC @ 0.40%
LOT 7*
LOT 1
LOT 3* LOT 6*
LOT 5*
LOT 1* LOT 2* LOT 4*
LOT 10
LOT 9
LOT 8
LOT 2*
LOT 3*
LOT 1*
LOT 4*
LOT 15*
LOT 13*
LOT 14*
LOT 17*
LOT 16*
LOT 3
LOT 5
LOT 4
LOT 1
LOT 2
LOT 9
LOT 12
LOT 10
LOT 11
LOT 13
LOT 3
LOT 5
LOT 4
LOT 2
LOT 6
LOT 7
LOT 5
LOT 7 LOT 8 LOT 9 LOT 10
LOT 4
LOT 5 LOT 11
LOT 6
PROPOSED 8" PVC WATER
BLOCK 6
BLOCK 8
BLOCK 13 BLOCK 9
BLOCK 16 BLOCK 15 BLOCK 14 LOT 6*
4.5' SIDEWALK
9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT
SANITARY SEWER LINE 2-4
SEE SHEET SS6
SANITARY SEWER LINE 2-5
SEE SHEET SS7
DANCING CATTAIL DR
CROAKING TOAD DR
FLYING MALLARD DR
WINDY WILLOW DR
ZEPHYR RD
SSMH 2-1
STA 11+03.96
N: 100227.44
E: 203985.91
SSMH 2
STA 10+00.00
N: 100175.80
E: 204076.13
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
SANITARY SEWER LINE 2
NORTH
PROFILE SCALE:
Sheet
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 66
EXISTING WATER MAIN
PROPOSED WATER MAIN
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 SANITARY CONSTRUCTION SHALL CONFORM TO THE SOUTH FORT COLLINS
SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE
DATE OF CONSTRUCTION.
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. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
6. ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC.
7. ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.
8. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9. ALL LOTS MARKED WITH AN ASTERISKS (*). SEWAGE EJECTOR PUMPS ARE
ANTICIPATED FOR BASEMENTS.
W
EXISTING STORM SEWER
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
PROPOSED WATER SERVICE W
EASEMENT LINE
PROPOSED RIGHT OF WAY
PROPOSED SUBDRAIN SD
B M
KEYMAP
SS3
PLAN AND PROFILE
SANITARY SEWER LINE 2
11
LINE
MATCH STA
20+50
MATCH LINE SEE SHEET SS4 STA 20+50
SS4 SS3
E
E
E E
E
E
E
E
E
E
E
E E
E
E
E
E
E E E
E
E
E
E E
E E
E
E
E
E
E
E E
E
E
E E E
E
E
E
E
E
E
E
G G
G
G G
G
G
G
G
G
G
G
G G
G
G
G
G
G
G
G G G G
G
G
G
G G
G G
G G
G G
G G
G
G
G
G
E
E
E
E E
G
G G
G
G
G G
G G
G G
G
G
E
E
E
E
E
E
E
G
G
G
G
G
G
G
G
UD
UD UD
UD UD
UD UD
UD UD
UD UD UD
UD
UD
UD
UD
UD UD UD
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
UD UD UD UD UD
UD
UD
S
w
W
S
w
W
w
W
w
W
w
W
VAULT
E
VAULT
VAULT
VAULT VAULT
VAULT
E
E
E
E
E
E
E
E
E
E
X X
X
X X X
X
X
X
X
X
X
FO
FO
FO FO
FO
E
E
E
E E
SSMH 8
STA 25+42.16
N: 101154.09
E: 203394.91
SSMH 9
STA 28+52.87
N: 101361.71
E: 203163.75
SSMH 10
STA 31+64.55
N: 101506.13
E: 202887.55
SSMH 11
STA 32+46.67
N: 101493.76
E: 202806.37
SSMH 7
STA 22+19.16
N: 100938.26
E: 203635.21
297.44 LF 8" PVC @ 0.40%
323.00 LF 8" PVC @ 0.40% 310.71 LF 8" PVC @ 0.40%
311.68 LF 8" PVC @ 0.40%
82.12 LF 8" PVC @ 0.50%
187.67 LF 8" PVC @ 4.55%
LOT 1
LOT 4 LOT 2
LOT 6
LOT 3
LOT 1
LOT 2
LOT 3
LOT 12
LOT 15
LOT 13
LOT 14
LOT 6
LOT 11
LOT 10
LOT 9
LOT 8
LOT 7
LOT 3
LOT 5
LOT 4
LOT 1
LOT 2
LOT 1
LOT 2
LOT 3
LOT 8
LOT 6
LOT 5
LOT 7
LOT 12
LOT 17
LOT 16
LOT 15
LOT 14
LOT 10 LOT 13
LOT 11
LOT 9
LOT 16
LOT 15
LOT 13
LOT 14
LOT 12 LOT 11
LOT 9
LOT 10
LOT 8
LOT 7
LOT 5
LOT 4
TRACT U
D&PAE
BLOCK 14 BLOCK 13
BLOCK 12
BLOCK 10
BLOCK 11
LOT 4
LOT 12
LOT 13
PROPOSED 8"
PVC WATER
5' TRAIL
9' UTILITY EASEMENT
9' UTILITY EASEMENT
4.5' SIDEWALK
4.5' SIDEWALK
STORM DRAIN 7
SEE SHEET
ST5
SANITARY SEWER LINE 2-5
SEE SHEET SS7
CROAKING TOAD DR
FALLEN BRANCH DR
MISTY MEADOW DR
SUBDRAIN LINE 1
SEE SHEET
SD1
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
SANITARY SEWER LINE 1
NORTH
PROFILE SCALE:
Sheet
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 66
EXISTING WATER MAIN
PROPOSED WATER MAIN
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 SANITARY CONSTRUCTION SHALL CONFORM TO THE SOUTH FORT COLLINS
SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE
DATE OF CONSTRUCTION.
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. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
6. ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC.
7. ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.
8. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9. ALL LOTS MARKED WITH AN ASTERISKS (*). SEWAGE EJECTOR PUMPS ARE
ANTICIPATED FOR BASEMENTS.
W
EXISTING STORM SEWER
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
PROPOSED WATER SERVICE W
EASEMENT LINE
PROPOSED RIGHT OF WAY
PROPOSED SUBDRAIN SD
B M
KEYMAP
SS2
PLAN AND PROFILE
SANITARY SEWER LINE 1
10
LINE
MATCH
STA
20+50
MATCH LINE SEE SHEET SS1 STA 20+50
SS1
SS2
S
S
S
S
S
S
S
S
S S
S S
S
S
S
S
S
S
S S
S
S
S S
S
w
W
w
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
S
w
W
w
W
V
AULT
VAULT
VAULT
VAULT
E
VAULT
VAULT
H
Y
D
W
TELE
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
S
S
X
SS
SS
SS SS SS
SS
E
G
G
G
G
T
T
T
T
W
W
W
W
W W
W
SSMH 3-3
SSMH 4
STA 13+56.27
N: 100302.63
E: 204200.78
EX. SSMH 1
STA 10+00.00
N: 100003.98
E: 204027.98
SSMH 2
STA 11+78.44
N: 100175.80
E: 204076.13
SSMH 3
STA 12+45.10
N: 100223.16
E: 204123.03
268.02 LF 8" PVC @ 0.50%
178.44 LF 8" PVC @ 0.40%
66.66 LF 8" PVC @ 2.00%
111.17 LF 8" PVC @ 1.66%
STORM DRAIN 3
SEE SHEET
ST3
STORM DRAIN 2
SEE SHEET
ST2
SANITARY SEWER LINE 2
SEE SHEET
SS3
SANITARY SEWER LINE 3
SEE SHEET
SANITARY SEWER LINE 3-1
SEE SHEET
LOT 1
LOT 3
LOT 2
LOT 2
LOT 3
LOT 9
LOT 7 LOT 8
LOT 6
LOT 5
LOT 4
LOT 1
LOT 2
LOT 1
TRACT L
DU&PAE
LOT 2
LOT 3
LOT 1
TRACT E
DG&PAE
TRACT T
DUE
BLOCK 1
BLOCK 4
BLOCK 6
LOT 8
LOT 10
LOT 5
LOT 4
LOT 10
LOT 9
LOT 7
LOT 9
LOT 12
LOT 13
LOT 10
LOT 11
TRACT M
PROPOSED 8"
PVC WATER
MISTY MEADOW DR
ZEPHYR RD
RED WILLOW
DRIVE
4925
4930
4935
4940
4945
4950
4955
4960
4965
4925
4930
4935
4940
4945
4950
4955
4960
4965
9+50 10+00 11+00 12+00 13+00 14+00 14+50
4940
4945
4950
4955
4960
4965
4970
4975
4980
4940
4945
4950
4955
4960
4965
4970
4975
4980
14+50 15+00 16+00 17+00 18+00 19+00 20+00 20+50
EX. SSMH 1
STA 10+00.00
RIM 4955.3±
INV. IN 4932.80 (N)
INV. OUT 4932.36 (S)
178.44 LF 8" PVC @ 0.40%
SSMH 2
STA 11+78.44
RIM 4954.4±
INV. IN 4940.13 (NE)
INV. IN 4933.71 (NW)
INV. OUT 4933.51 (S)
66.66 LF 8" PVC @ 2.00%
SSMH 3
STA 12+45.10
RIM 4954.4±
INV. IN 4941.66 (NE)
INV. IN 4941.76 (SE)
INV. OUT 4941.46 (SW)
111.17 LF 8" PVC @ 1.66%
SSMH 4
STA 13+56.27
RIM 4956.4±
INV. IN 4943.81 (NW)
INV. OUT 4943.51 (SW)
268.02 LF 8" PVC @ 0.50%
SSMH 5
STA 16+24.28
RIM 4960.5±
INV. IN 4945.35 (NW)
INV. OUT 4945.15 (SE)
297.44 LF 8" PVC @ 0.40%
SSMH 6
STA 19+21.72
RIM 4966.0±
INV. IN 4946.64 (NW)
INV. OUT 4946.54 (SE)
EXISTING GROUND
PROPOSED GROUND
EXISTING GROUND
PROPOSED GROUND
15" RCP STORM
STA.=11+93.06
INV.=4949.21
15" RCP STORM
STA.=12+35.02
INV.=4948.89
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
G G G
G
G
G
G G
G G G
G G G
G G
G
G
G
G
G
G
E
E
E
E
E
E
E
E
E
E
E
G
G
G G
G
G
E
E
E
E
G
G
G
UD
UD
UD
UD
UD
E
E
G
w
W
S
S
S
S S
S
S S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
VAULT
VAULT
VAULT
VAULT
E
E
E
VAULT
F.O.
FO
FO
FO
FO
FO
FO
FO
FO FO
FO
FO
E
T
T
T
T
T
T
T
T
T
SSMH 6
STA 19+21.72
N: 100739.50
E: 203856.50
SSMH 5
STA 16+24.28
N: 100540.75
E: 204077.78
268.02 LF 8" PVC @ 0.50%
297.44 LF 8" PVC @ 0.40%
STORM DRAIN 2
LOT 2
LOT 15
LOT 14
LOT 1
LOT 2
LOT 3
LOT 10
LOT 11
LOT 9
LOT 3
LOT 4
LOT 3
LOT 1
LOT 15
LOT 14 LOT 13
LOT 12
LOT 11
LOT 1
LOT 2
TRACT C
FUTURE PUBLIC PARK
PEDESTRIAN ACCESS
EASEMENT
TRACT D
DUA&EAE
BLOCK 4
SANITARY SEWER LINE 2-2
SEE SHEET
SS5
SANITARY SEWER LINE 2-4
SEE SHEET
SS6
9' UTILITY EASEMENT
4.5' SIDEWALK
9' UTILITY EASEMENT
4.5' SIDEWALK
5' TRAIL
STORM DRAIN 1
SEE SHEET ST1
TRACT J
PROPOSED 8"
PVC WATER
SANITARY SEWER LINE 2-5
FLYING MALLARD DR
WINDY WILLOW DR
MISTY MEADOW DR
DITCH LATERAL
MISTY MEADOW DR
SANITARY SEWER LINE 1
NORTH
PROFILE SCALE:
Sheet
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 66
EXISTING WATER MAIN
PROPOSED WATER MAIN
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 SANITARY CONSTRUCTION SHALL CONFORM TO THE SOUTH FORT COLLINS
SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE
DATE OF CONSTRUCTION.
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. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
6. ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC.
7. ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.
8. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9. ALL LOTS MARKED WITH AN ASTERISKS (*). SEWAGE EJECTOR PUMPS ARE
ANTICIPATED FOR BASEMENTS.
W
EXISTING STORM SEWER
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
PROPOSED WATER SERVICE W
EASEMENT LINE
PROPOSED RIGHT OF WAY
PROPOSED SUBDRAIN SD
B M
KEYMAP
SS1
PLAN AND PROFILE
SANITARY SEWER LINE 1
9
LINE
MATCH
STA
14+50
LINE
MATCH
STA
14+50
NORTH
LINE
MATCH STA
20+50
MATCH LINE SEE SHEET SS2 STA 20+50
SS1
SS2
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
E
E
E
T
T
T
T
T
T
T
T
T
T
T T
T T T T T
T
T
T
T
T
G
G
G
G
G
G
G
G
G
G G
G
T
T
T
T
T
T
T
W
W
W
W
W
W
W
W W W
W
W
W
W
W
T
E
E
12" W
12" W
X
X
SS SS
V
AULT
ELEC
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
IRR
IRR
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E E E E E E E E
E E
E
E E
E E
E
E
E E
E E
E
E
E
E
G G
G G G
G
G
G
G
G G G
G
G
G
G G G
G
G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G
G
G
G
G G
G
G
G
G
G G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G G G G G G G
E
E
E
E
E E
E
E E
E
G
G G G
E E E
E E E
E
E
G
G
G G G
UD UD
UD
UD UD
G G G
G
E
E
E
E
E
E
G
G
w
W
S
S
S
S S
S
S
S
S S S
S
S
S
S
S
S
S
S S
S
S
S
S
S
S S
S
S
S S S S S
S S S
S S S S
S
S
S
S S
S
S
S S S
S
S
S
S
S
S
S
S
S
S
S
S S
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
w
W
S
w
W
w
W
w
W
V
AULT
VAULT
VAULT
VAULT
VAULT
VAULT VAULT
E
E
E
E
VAULT
VAULT
WINDY WILLOW DR
ZEPHYR RD
MISTY MEADOW DR
PROPOSED
PEDESTRIAN BRIDGE
PLANNED TEMP. FH
ASSEMBLY AND
REDUCER
9' UTILITY EASEMENT
9' UTILITY EASEMENT
6' UTILITY
EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
53' ROW
57' ROW
76' ROW
54' FL-FL
36' FL-FL
30' FL-FL
LOT 9
LOT 6
LOT 7
LOT 4
LOT 5
LOT 4
LOT 3
LOT 15
LOT 14
LOT 13
LOT 12
LOT 16
LOT 22
LOT 21
LOT 20
LOT 19
LOT 18
LOT 17
LOT 3
LOT 15
LOT 14
LOT 12
LOT 13
LOT 10
LOT 11
LOT 9
LOT 7
LOT 5
LOT 4
LOT 1
LOT 2
LOT 10
LOT 11
LOT 2
TRACT T
DUE
TRACT O
FUTURE
DEVELOPMEMT
TRACT J
BLOCK 16
BLOCK 5
BLOCK 4
BLOCK 1
EXISTING 10"
PVC SANITARY
SSMH 6
SSMH 5
SSMH 2-2C
SSMH 4
EX. SSMH 1
SSMH 2-2B
SSMH 3
SSMH 2
SSMH 2-1
SSMH 2-2
SSMH 2-3
8" PVC SANITARY
8" PVC SANITARY
8" PVC SANITARY
8" PVC SANITARY
8" PVC SANITARY
8" PVC SANITARY 8" PVC SANITARY
8' UTILITY
EASEMENT
8' UTILITY
EASEMENT
9' UTILITY
EASEMENT
LOT 6 SSMH 3-1
SSMH 3-2
SSMH 3-3
15' EASEMENT
REC. NO. 20140004033
30' EASEMENT
REC. NO. 20140004033
15' EASEMENT
REC. NO. 20110070565
15' EASEMENT
REC. NO. 20140004033
PLANNED 20'
GRAVEL ROAD
TO REMAIN
PLANNED 30'
SFCSD
EASEMENT
EXISTING 10"
PVC SANITARY
DITCH LATERAL
PLANNED
HANSEN FARM
ZEPHYR RD (PLANNED)
ROSEN DRIVE
RED WILLOW
DRIVE
DETENTION
POND 1
PROPOSED 8"
WATER STUB
TRACT M
5' TRAIL
5' TRAIL
5' TRAIL
TRACT E
DGE
5' WALK
6' UTILITY
EASEMENT
5' UTILITY
EASEMENT
SSMH 3-1C
8" PVC SANITARY
SSMH 3-1B
SSMH 3-1A
SSMH 3-3A
LOT 1
LOT 8
LOT 10
LOT 2 LOT 3 LOT 4 LOT 5 LOT 6
LOT 10
LOT 9
LOT 7
LOT 1 LOT 2 LOT 3 LOT 4
LOT 9 LOT 8 LOT 7 LOT 6 LOT 5
TRACT L
DU&PAE TRACT N
DU&PAE
BLOCK 2 BLOCK 3
BLOCK 3
BLOCK 2
TRACT C
FUTURE PUBLIC PARK
LOT 3
LOT 2
LOT 3
SSMH 3-4
EXISTING TOP OF
DITCH BANK
50' DITCH BUFFER
FROM TOP OF BANK
LOT 1
LOT 2
LOT 1
249.04 LF 8" PVC
S27°18'59"E
10.00 LF 8" PVC
S16°41'01"W
73.75 LF 8" PVC
N00°06'45"E
148.48 LF 8" PVC
N22°36'45"E
9.08 LF 8" PVC
N45°06'45"E
17.34 LF 8" PVC
N50°26'01"E
FH ASSEMBLY
N:100566.38
E:204019.81
FH ASSEMBLY
N:100256.23
E:204097.19
FH ASSEMBLY
N:100013.66
E:204192.84
STREET LIGHT
N:100668.67
E:203906.53
STREET LIGHT
N:100575.86
E:204009.53
STREET LIGHT
N:100499.97
E:204118.79
STREET LIGHT
N:100309.66
E:204156.61
STREET LIGHT
N:100291.51
E:204243.77
STREET LIGHT
N:100382.86
E:204386.02
STREET LIGHT
N:100322.45
E:204576.78
STREET LIGHT
N:100061.34
E:204004.38
STREET LIGHT
N:100163.99
E:204104.25
STREET LIGHT
N:100247.94
E:203873.12
STREET LIGHT
N:100508.76
E:203926.72
22.5° BEND
N:100534.54
E:204069.74
45° BEND
N:100313.27
E:204184.03
22.5° BEND
N:100303.69
E:204181.15
11.25° BEND
N:100300.98
22.5° BEND E:204178.94
N:100208.66
E:204076.66
22.5° BEND
N:100071.59
E:204019.56
22.5° BEND
N:100453.35
E:203860.03
11.25° BEND
N:100542.53
E:203914.22
FH ASSEMBLY
N:100212.27
E:204579.31
FH ASSEMBLY
1 - 6" GV
N:100077.52
E:204501.86
8" x 6" SWIVEL TEE
1 - 6" GV (S)
N:100573.58
E:204026.27
8" x 6" SWIVEL TEE
1 - 6" GV (NW)
N:100242.91
E:204111.99
8" x 8" TEE w/ TB
2 - 8" GV (S, W)
N:100615.42
E:203979.69
45° BEND
N:100063.47
E:204184.86
45° BEND
N:100077.61
E:204199.00
22.5° BEND
N:100221.33
E:204340.77
22.5° BEND
N:100197.02
E:204272.15
45° BEND
N:100153.84
E:204217.50
8" x 6" SWIVEL TEE
1 - 6" GV (S)
1 - 8" GV (E)
N:100222.48
E:204579.26
8" x 8" TEE w/ TB
2 - 8" GV (E, W)
N:100221.45
E:204366.90
LOT 8
8" x 8" TEE w/ TB
2 - 8" GV (N, W)
N:100077.60
E:204217.48
8" x 6" SWIVEL TEE
1 - 6" GV (E)
N:100013.66
E:204184.84
8" x 12" WET TAP CONNECTION
1 - 8" GV (N)
N:99961.12
E:204184.83
8" x 12" WET TAP CONNECTION
1 - 8" GV (N)
N:99962.43
E:204366.83
8" CROSS
3 - 8" GV (N, E, W)
1 - 8"X6" REDUCER (E)
N:100077.56
E:204366.86
187.05 LF 8" PVC
N00°00'00"E
101.30 LF 8" PVC
N10°19'19"E
104.36 LF 8" PVC
N31°17'11"E
97.97 LF 8" PVC
N41°55'45"E
STORM DRAIN 3
SEE SHEET ST3
STORM DRAIN 2
SEE SHEET ST2
STORM DRAIN 1
SEE SHEET ST1
STORM DRAIN 2
SEE SHEET ST2
N:100307.11
E:204829.50
SANITARY SEWER LINE 1
SEE SHEET SS1
SANITARY SEWER LINE 2-4
SEE SHEET SS6
SANITARY SEWER LINE 2
SEE SHEET SS3
SANITARY SEWER LINE 3
SEE SHEET SS8
SANITARY SEWER LINE 3-3
SEE SHEET SS9
SANITARY SEWER LINE 3-1
SEE SHEET SS9
66.44 LF 8" PVC
BEGIN HORZ.
DEFLECTION
N:100289.93
E:204165.58
END HORZ.
DEFLECTION
N:100215.06
E:204083.09
40.14 LF 8" PVC
R=1200.00'
7
1
.
30
L
F
8
"
PV
C
R
=
1
2
00
.
00
'
TIE TO EXISTING WATERLINE STUB
N:99997.84
E:204019.42
69.65 LF 8" PVC
N51°41'05"E
76.23 LF 8" PVC
N00°01'02"E
149.38 LF 8" PVC
S89°58'58"E
20.00 LF 8" PVC
N45°01'02"E
49.81 LF 8" PVC
N00°01'04"E
52.54 LF 8" PVC
N00°01'00"E
SIGHT
DISTANCE
EASEMENT
72.80 LF 8" PVC
N70°29'38"E
26.14 LF 8" PVC
N89°43'21"E
212.36 LF 8" PVC
N89°43'21"E
135.00 LF 6" PVC
S89°58'58"E
115.13 LF 8" PVC
N00°01'02"E
143.89 LF 8" PVC
N00°01'02"E
18.48 LF 8" PVC
S89°58'58"E
Sheet
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 66
U3
UTILITY PLAN
8
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORMLINE
LEGEND:
NOTES:
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
1. ALL WATERLINE CONSTRUCTION SHALL CONFORM TO THE FORT COLLINS-LOVELAND
WATER DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE
DATE OF CONSTRUCTION.
2. ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE SOUTH FORT
COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS
CURRENT AT THE DATE OF CONSTRUCTION.
3. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10 FEET OF HORIZONTAL
SEPARATION AND 18 INCHES OF VERTICAL SEPARATION BETWEEN ALL SEWER AND
WATER LINES.
4. MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 5.0 FEET AND MAXIMUM
COVER SHALL BE 6.0 FEET.
5. 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 BICYCLE OR VEHICLE WHEEL PATHS.
6. 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.
7. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
8. ALL WATER FITTINGS TO BE MECHANICALLY RESTRAINED PER FCLWD STANDARDS.
9. DRIVEWAY ACCESS FOR BLOCK 7, LOT 1 AND BLOCK 6, LOT 11 SHALL BE RESTRICTED
TO DANCING CATTAIL DRIVE.
10. ALL LOTS MARKED WITH AN ASTERISKS (*). SEWAGE EJECTOR PUMPS ARE
ANTICIPATED FOR BASEMENTS.
11. CONTRACTOR SHALL PROVIDE 24 HOUR 7 DAYS A WEEK ACCESS TO THE CELL
TOWER FROM PUBLIC ROW.
12. ALL IMPROVEMENTS LABELED AS "PLANNED" ARE A PART OF THE HANSEN PROJECT.
DESIGN DETAILS FOR THESE IMPROVEMENTS CAN BE FOUND IN THE HANSEN FARM
UTILITY PLANS.
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
NORTH
B M
KEYMAP
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w
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VAULT
VAULT
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VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
VAULT
E
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VAULT
DANCING CATTAIL DR
CROAKING TOAD DR
FLYING MALLARD DR
WINDY WILLOW DR
MISTY MEADOW DR
AUTUMN BREEZE CT
9' UTILITY EASEMENT
6' UTILITY
EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT 9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
6' UTILITY
EASEMENT
53' ROW
53' ROW
53' ROW 30' FL-FL
30' FL-FL
30' FL-FL
LOT 8
LOT 9
LOT 12
LOT 11
LOT 10
LOT 9
LOT 8
LOT 7
LOT 1
LOT 2
LOT 3
LOT 12
LOT 13
LOT 10
LOT 11
LOT 1
LOT 2
LOT 5
LOT 6
LOT 7
LOT 15*
LOT 11
LOT 9*
LOT 10*
LOT 12*
LOT 13*
LOT 14*
LOT 17*
LOT 16*
LOT 3
LOT 6
LOT 7
LOT 82
LOT 5
LOT 4
LOT 1
LOT 2
LOT 8
LOT 10
LOT 11
LOT 15
LOT 14
LOT 1
LOT 2
LOT 4
LOT 3
LOT 5
LOT 9
LOT 6
LOT 7
LOT 8
LOT 12
LOT 10
LOT 11
LOT 13
LOT 3
LOT 6
LOT 5
LOT 4
LOT 2
LOT 10
LOT 7
LOT 11
LOT 7*
LOT 6*
TRACT S
DUA
TRACT D
DUA&EAE
LOT 1
LOT 4
LOT 8*
LOT 9
LOT 12* LOT 6*
LOT 10* LOT 9* LOT 8* LOT 7* LOT 5* LOT 4* LOT 3* LOT 2* LOT 1*
LOT 14*
LOT 2*
LOT 10*
LOT 9*
LOT 8*
LOT 2*
LOT 3*
LOT 1*
LOT 5*
LOT 4*
LOT 3*
LOT 1*
LOT 4*
LOT 9*
LOT 8*
LOT 7*
LOT 6*
LOT 5*
TRACT F
TRACT P
TRACT Q
TRACT G
TRACT S
DUA
TRACT D
DUA&EAE
TRACT I
TRACT H
BLOCK 9
BLOCK 13
BLOCK 14
BLOCK 15
BLOCK 16
BLOCK 13 BLOCK 14
BLOCK 8
BLOCK 8
BLOCK 7
BLOCK 15 BLOCK 16
SSMH 6
SSMH 7
SSMH 2-4C
SSMH 2-5D
SSMH 2-4B
SSMH 2-5C
SSMH 2-2A
SSMH 2-2
SSMH 2-4A
SSMH 2-3
SSMH 2-4
SSMH 2-6B
SSMH 2-5
SSMH 2-6A
SSMH 2-6
SSMH 2-5B
SSMH 2-5A
SSMH 2-7
SSMH 2-8
8" PVC SANITARY
8" PVC SANITARY 8" PVC SANITARY 8" PVC SANITARY
8" PVC SANITARY
8" PVC SANITARY
8" PVC SANITARY
8" PVC SANITARY
8" PVC SANITARY
8" PVC SANITARY
8" PVC SANITARY
8" PVC SANITARY
8" PVC SANITARY
9' UTILITY EASEMENT
20'
20'
20'
20'
8' UTILITY
EASEMENT
6' UTILITY EASEMENT
8' UTILITY
EASEMENT
8' UTILITY
EASEMENT
8' UTILITY
EASEMENT
5' UTILITY
EASEMENT
5' UTILITY
EASEMENT
TRACT A
DRAINAGE & PEDESTRIAN
ACCESS EASEMENT
DETENTION POND
EDGE OF
WETLAND
PROPOSED
FOREBAY
PROPOSED
FOREBAY
5' TRAIL
5' TRAIL
5' TRAIL
5' TRAIL
5' TRAIL
5' TRAIL
WETLAND
BUFFER (TYP.)
5' TRAIL
WATER
QUALITY
POND 1
WATER
QUALITY
POND 2
RAIN
GARDEN 1
LOT 8* LOT 7 LOT 3
LOT 4
LOT 5
LOT 11* LOT 10* LOT 9* LOT 6
BLOCK 6
6' UTILITY
EASEMENT
FUTURE STORM DRAIN
(BY OTHERS)
FUTURE STORM OUTFALL
FOR PROPERTY TO SOUTH
(BY OTHERS)
NATURAL HABITAT
BUFFER ZONE
WETLAND
BUFFER
LOT 13*
LOT 11*
FH ASSEMBLY
N:100891.18
E:203658.88
STREET LIGHT
N:100898.24
E:203650.71
STREET LIGHT
N:100791.16
E:203827.70
STREET LIGHT
N:100160.90
E:203754.07
STREET LIGHT
N:100122.73
E:203636.38
STREET LIGHT
N:100122.49
E:203505.52
STREET LIGHT
N:100161.14
E:203332.07
STREET LIGHT
N:100123.16
E:203183.55
STREET LIGHT
N:100161.60
E:203021.98
STREET LIGHT
N:100122.76
E:202853.37
STREET LIGHT
N:100303.53
E:203135.97
STREET LIGHT
N:100338.07
E:203389.37
STREET LIGHT
N:100508.60
E:203365.04
STREET LIGHT
N:100650.69
E:203449.85
STREET LIGHT
N:100816.13
E:203502.80
STREET LIGHT
N:100704.39
E:203720.54
STREET LIGHT
N:100558.84
E:203674.88
STREET LIGHT
N:100440.36
E:203595.62
STREET LIGHT
N:100298.31
E:203631.83
FH ASSEMBLY
N:100161.14
E:203810.37
LOT 12
11.25° BEND
N:100695.88
E:203728.02
22.5° BEND
N:100541.73
E:203633.75
22.5° BEND
N:100364.05
E:203600.87
11.25° BEND
N:100541.87
E:203381.71
11.25° BEND
N:100710.03
E:203446.14
45° BEND
N:100166.64
E:203841.87
45° BEND
N:100151.93
E:203827.17
11.25° BEND
N:100353.69
E:203841.87
22.5° BEND
N:100453.35
E:203860.03
FH ASSEMBLY
N:100161.16
E:203411.37
FH ASSEMBLY
1 - 6" GV (SE)
1 - 8" x 6" REDUCER (SE)
N:100228.24
E:202793.08
FH ASSEMBLY
1 - 6" GV (SW)
1 - 8" x 6" REDUCER (SW)
N:100277.11
E:203149.11
FH ASSEMBLY
N:100601.66
E:203389.65
FH ASSEMBLY
N:100515.46
E:203612.57
107.86 LF 8" PVC
S44°59'52"E
8" x 6" SWIVEL TEE
1 - 6" GV (S)
N:100898.03
E:203665.03
LOT 3
8" x 6" SWIVEL TEE
1 - 6" GV (W)
1 - 8" GV (S)
N:100596.66
E:203402.70
8" x 6" SWIVEL TEE
1 - 6" GV (N)
N:100151.95
E:203411.37
8" x 6" SWIVEL TEE
1 - 6" GV (W)
1 - 8" GV (S)
N:100512.52
E:203628.34
8" x 8" TEE w/ TB
2 - 8" GV (E, W)
N:100151.94
E:203600.87
8" x 8" TEE w/ TB
3 - 8" GV (E, S, W)
N:100151.95
E:203359.87
TEMP. FH ASSEMBLY
N:100005.52
E:203359.87
8" x 8" TEE w/ TB
2 - 8" GV (N, W)
N:100151.96
E:203070.84
45° BEND
N:100151.97
E:202869.34
45° BEND
N:100198.83
E:203070.84
8" x 8" TEE w/ TB
2 - 8" GV (S, W)
N:100937.50
E:203621.09
8" x 8" TEE w/ TB
2 - 8" GV (SW, NW)
N:100776.46
E:203800.39
8" x 6" SWIVEL TEE
1 - 6" GV (N)
1 - 8" GV (E)
N:100151.93
E:203810.37
20.80 LF 8" PVC
N45°00'08"E
187.05 LF 8" PVC
N00°00'00"E
101.30 LF 8" PVC
N10°19'19"E
104.36 LF 8" PVC
N31°17'11"E
108.30 LF 8" PVC
S41°55'45"W
180.70 LF 8" PVC
S31°26'48"W
212.11 LF 8" PVC
S00°00'00"W
107.82 LF 8" PVC
S41°55'45"W
54.82 LF 8" PVC
S36°55'45"W
26.17 LF 8" PVC
S32°12'52"W
26.17 LF 8" PVC
S09°42'52"W
54.82 LF 8" PVC
S05°00'00"W
358.12 LF 8" PVC
S00°00'00"W
98.
7
4 L
F
8
"
P
V
C
R
=
12
0
0
.
0
0
'
98.7
4 L
F
8
"
P
V
C
R
=
12
00.0
0
'
BEGIN HORZ.
DEFLECTION
N:100516.08
E:203377.29
END HORZ.
DEFLECTION
N:100418.18
E:203364.65
46.87 LF 8" PVC
N00°00'14"W
110.70 LF 8" PVC
N44°59'46"E
BEGIN HORZ.
DEFLECTION
N:100813.46
E:203516.10
END HORZ.
DEFLECTION
N:100732.18
E:203460.09
STORM DRAIN 4
SEE SHEET ST3
STORM DRAIN 1
SEE SHEET ST1
STORM DRAIN 5
SEE SHEET ST4
STORM DRAIN 6
SEE SHEET ST4
SANITARY SEWER LINE 2-5
SEE SHEET SS7
SANITARY SEWER LINE 2-4
SEE SHEET SS6
SANITARY SEWER LINE 2-6
SEE SHEET SS8
SANITARY SEWER LINE 2
SEE SHEET SS4
5° HIGH DEFLECTION
COUPLING
N:100857.28
E:203549.04
5° HIGH DEFLECTION
COUPLING
N:100363.57
E:203359.87
121.41 LF 8" PVC
S20°57'52"W
58.67 LF 8" PVC
S20°57'52"W
201.50 LF 8" PVC
S89°59'52"E
16.80 LF 8" PVC
S89°59'52"E
209.50 LF 8" PVC
S89°59'52"E
189.50 LF 8" PVC
S89°59'52"E
340.53 LF 8" PVC
S89°59'52"E
PROPOSED AIR VAC
N:100732.06
E:203849.82
66.44 LF 8" PVC
N48°04'15"W
181.94 LF 8" PVC
N48°04'15"W
59.06 LF 8" PVC
N48°04'15"W
29.70 LF 8" PVC
S10°28'56"W
151.00 LF 8" PVC
S10°28'56"W
TIE TO EXISTING WATERLINE STUB
STORM DRAIN 8
SEE SHEET ST5
4' CURB CUT
AND SIDEWALK
CULVERT
4' CURB CUT
AND SIDEWALK
CULVERT
4' CURB CUT
340.53 LF 8" PVC
S89°59'52"E
4' CURB CUT
AND SIDEWALK
CULVERT
ALLEY 1
ALLEY 2
DETENTION
POND DEPTH
GAUGE
Sheet
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 66
U2
UTILITY PLAN
7
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORMLINE
LEGEND:
NOTES:
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
1. ALL WATERLINE CONSTRUCTION SHALL CONFORM TO THE FORT COLLINS-LOVELAND
WATER DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE
DATE OF CONSTRUCTION.
2. ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE SOUTH FORT
COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS
CURRENT AT THE DATE OF CONSTRUCTION.
3. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10 FEET OF HORIZONTAL
SEPARATION AND 18 INCHES OF VERTICAL SEPARATION BETWEEN ALL SEWER AND
WATER LINES.
4. MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 5.0 FEET AND MAXIMUM
COVER SHALL BE 6.0 FEET.
5. 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 BICYCLE OR VEHICLE WHEEL PATHS.
6. 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.
7. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
8. ALL WATER FITTINGS TO BE MECHANICALLY RESTRAINED PER FCLWD STANDARDS.
9. DRIVEWAY ACCESS FOR BLOCK 7, LOT 1 AND BLOCK 6, LOT 11 SHALL BE RESTRICTED
TO DANCING CATTAIL DRIVE.
10. ALL LOTS MARKED WITH AN ASTERISKS (*). SEWAGE EJECTOR PUMPS ARE
ANTICIPATED FOR BASEMENTS.
11. CONTRACTOR SHALL PROVIDE 24 HOUR 7 DAYS A WEEK ACCESS TO THE CELL
TOWER FROM PUBLIC ROW.
12. ALL IMPROVEMENTS LABELED AS "PLANNED" ARE A PART OF THE HANSEN PROJECT.
DESIGN DETAILS FOR THESE IMPROVEMENTS CAN BE FOUND IN THE HANSEN FARM
UTILITY PLANS.
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
NORTH
B M
KEYMAP
MATCHLINE-SEE SHEET U1
MATCHLINE-SEE SHEET U3
U1
U1
U2 U3
FO
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WM WM
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WM
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WM
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WM
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E E
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E E
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G G G
G
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G G G G G G G G G
E E E
E
E E
G G
G
G G G G
G G G
G
UD UD
UD
UD UD UD
UD
UD UD UD UD UD UD UD
UD
UD
UD UD UD UD
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
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MISTY MEADOW DR
FALLEN BRANCH DR
PLANNED PEDESTRIAN BRIDGE
(SEE HANSEN FARM UTILITY PLANS)
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
6' UTILITY
EASEMENT
30' FL-FL
53' ROW
59' ROW
36' FL-FL
LOT 6
LOT 8
LOT 7
LOT 3
LOT 5
LOT 4
LOT 1
LOT 2
LOT 3
LOT 8
LOT 6
LOT 5
LOT 7
LOT 12
LOT 17
LOT 16
LOT 15
LOT 14
LOT 13
LOT 11
LOT 9
LOT 16
LOT 15
LOT 13
LOT 14
LOT 12
LOT 11
LOT 9
LOT 10
LOT 8
LOT 7
LOT 5
LOT 4
LOT 6
LOT 3
LOT 4
BLOCK 11
BLOCK 10
BLOCK 12
BLOCK 10
PLANNED 8"
PVC WATER
EXISTING 8"
PVC SANITARY
SSMH 8
SSMH 9
SSMH 10
SSMH 11
8" PVC SANITARY
8" PVC SANITARY
30' EASEMENT
REC. NO. 20110070565
67' EASEMENT
REC. NO. 20140004033
TRACT A
DRAINAGE & PEDESTRIAN
ACCESS EASEMENT
DITCH LATERAL
15' EASEMENT
REC. NO. 20110070565
EXISTING
ANTENNA
DITCH LATERAL
30' EASEMENT
REC. NO. 20140004033
PLANNED
HANSEN FARM
PLANNED
HANSEN FARM
30' EASEMENT
REC. NO. 20140004033
15' EASEMENT
REC. NO. 20110070565
BLOCK 10
5' TRAIL
5' TRAIL
5' TRAIL
TRACT U
D&PAE
5' TRAIL
5' TRAIL
WETLAND
BUFFER (TYP.)
6' UTILITY
EASEMENT
5' UTILITY
EASEMENT
6' UTILITY
EASEMENT
PROPOSED
GRASS-LINED
SWALE
EXISTING TOP OF
DITCH BANK
50' DITCH BUFFER
FROM TOP OF BANK
NATURAL HABITAT
BUFFER ZONE
NATURAL HABITAT
BUFFER ZONE
NATURAL HABITAT
BUFFER ZONE
LOT 1
LOT 2
389.04 LF 8" PVC
S62°23'40"E
FH ASSEMBLY
N:101235.69
E:203275.31
FH ASSEMBLY
1 - 6" GV (E)
1 - 8" x 6" REDUCER (E)
N:101544.76
E:202803.42
STREET LIGHT
N:101448.75
E:202805.02
STREET LIGHT
N:101469.38
E:203000.17
STREET LIGHT
N:101340.59
E:203154.11
STREET LIGHT
N:101247.51
E:203320.06
STREET LIGHT
N:101115.17
E:203409.42
STREET LIGHT
N:101025.41
E:203566.70
22.5° BEND
N:101533.70
E:202813.25
11.25° BEND
N:101353.43
E:203158.00
8" x 6" SWIVEL TEE
1 - 6" GV (SW)
N:101242.54
E:203281.47
LOT 10
8" x 8" TEE w/ TB
2 - 8" (NE, NW)
N:101205.12
E:203323.12
45° BEND
N:101328.11
E:203437.00
45° BEND
CONNECT TO EXISTING 8" PVC
N:101384.64
E:203434.82
56.57 LF 8" PVC
S02°12'15"E
STORM DRAIN 7
SEE SHEET ST5
PROPOSED AIR VAC
N:101305.29
E:203415.87
SANITARY SEWER LINE 1
SEE SHEET SS2
SUBDRAIN LINE 1-4
SEE SHEET SD2
SUBDRAIN LINE 1-4
SEE SHEET SD2
SUBDRAIN LINE 1-4
SEE SHEET SD2
55.99 LF 8" PVC
N48°04'15"W
165.96 LF 8" PVC
N48°04'15"W
136.52 LF 8" PVC
S42°47'45"W
31.09 LF 8" PVC
S42°47'45"W
400.51 LF 8" PVC
N48°04'15"W
14.80 LF 8" PVC
N41°38'04"W
Sheet
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 66
U1
UTILITY PLAN
6
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORMLINE
LEGEND:
NOTES:
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
1. ALL WATERLINE CONSTRUCTION SHALL CONFORM TO THE FORT COLLINS-LOVELAND
WATER DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE
DATE OF CONSTRUCTION.
2. ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE SOUTH FORT
COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS
CURRENT AT THE DATE OF CONSTRUCTION.
3. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10 FEET OF HORIZONTAL
SEPARATION AND 18 INCHES OF VERTICAL SEPARATION BETWEEN ALL SEWER AND
WATER LINES.
4. MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 5.0 FEET AND MAXIMUM
COVER SHALL BE 6.0 FEET.
5. 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 BICYCLE OR VEHICLE WHEEL PATHS.
6. 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.
7. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
8. ALL WATER FITTINGS TO BE MECHANICALLY RESTRAINED PER FCLWD STANDARDS.
9. DRIVEWAY ACCESS FOR BLOCK 7, LOT 1 AND BLOCK 6, LOT 11 SHALL BE RESTRICTED
TO DANCING CATTAIL DRIVE.
10. ALL LOTS MARKED WITH AN ASTERISKS (*). SEWAGE EJECTOR PUMPS ARE
ANTICIPATED FOR BASEMENTS.
11. CONTRACTOR SHALL PROVIDE 24 HOUR 7 DAYS A WEEK ACCESS TO THE CELL
TOWER FROM PUBLIC ROW.
12. ALL IMPROVEMENTS LABELED AS "PLANNED" ARE A PART OF THE HANSEN PROJECT.
DESIGN DETAILS FOR THESE IMPROVEMENTS CAN BE FOUND IN THE HANSEN FARM
UTILITY PLANS.
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
NORTH
B M
KEYMAP
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E
VAULT
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VAULT
12" W
12" W
X
SS
VAULT
ELEC
X
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X
IRR
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TELE
T
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TELE
W
S
O
H
Y
D
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TELE
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
H
Y
D
S S
S
ELEC
E
ELEC
BRKR
X
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X X X X X X X
X
X X
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SS SS
LID
VAULT
F.O.
W W W
FO
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MISTY MEADOW DR
DANCING CATTAIL DR
CROAKING TOAD DR
FLYING MALLARD DR
WINDY WILLOW DR
MISTY MEADOW DR
ZEPHYR RD
FALLEN BRANCH DR
AUTUMN BREEZE CT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT PROPOSED
FIRE HYDRANT
DITCH LATERAL
PROPOSED
PEDESTRIAN
BRIDGE
PLANNED
PEDESTRIAN BRIDGE
(SEE HANSEN FARM
UTILITY PLANS)
UNION-PACIFIC RAILROAD
BLOCK 1
BLOCK 7
BLOCK 8
BLOCK 9
BLOCK 13
BLOCK 14
BLOCK 15
BLOCK 16
BLOCK 5
BLOCK 12
BLOCK 10
BLOCK 11
TRACT S
DUA
TRACT D
DUA&EAE
TRACT M
TRACT A
DRAINAGE & PEDESTRIAN
ACCESS EASEMENT
TRACT I
TRACT H
TRACT J
TRACT F
TRACT P TRACT Q
TRACT G
TRACT C
FUTURE
PUBLIC PARK
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
PROPOSED FIRE HYDRANT
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED TEMP.
FIRE HYDRANT
PLANNED
HANSEN FARM
KNOBBY PINE DR
FALLEN BRANCH DR
FLOATING LEAF DR
KNOBBY PINE DR
TIE TO EXISTING 8"
WATERLINE
PLANNED
HANSEN FARM
DETENTION POND
PROPOSED 8"
WATER STUB
TIE TO EXISTING 8"
WATERLINE
TIE TO EXISTING
12" WATERLINE
TIE TO EXISTING 8"
SANITARY SEWER
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
STORM DRAIN
DETENTION
POND 1
RED WILLOW
DRIVE
TRACT E
DGE
TRACT N
DU&PAE
TRACT U
D&PAE
BLOCK 2
BLOCK 3
TRACT T
DUE
PROPOSED
FIRE HYDRANT
FUTURE STORM OUTFALL
FOR PROPERTY TO SOUTH
(BY OTHERS)
BLOCK 6
50' DITCH BUFFER
FROM TOP OF BANK
50' DITCH BUFFER
FROM TOP OF BANK
EXISTING TOP
OF DITCH BANK
EXISTING TOP
OF DITCH BANK
NATURAL HABITAT
BUFFER ZONE
NATURAL HABITAT
BUFFER ZONE
FUTURE STORM DRAIN
(BY OTHERS)
WETLAND
BUFFER
NATURAL HABITAT
BUFFER ZONE
STORM DRAIN 7
SEE SHEET ST5
SUBDRAIN LINE 1-4
SEE SHEET SD2
SANITARY SEWER LINE 1
SEE SHEET SS2
SANITARY SEWER LINE 1
SEE SHEET SS1
SANITARY SEWER LINE 2-5
SEE SHEET SS7
SANITARY SEWER LINE 2-4
SEE SHEET SS6
SANITARY SEWER LINE 2-4
SEE SHEET SS6
SANITARY SEWER LINE 2-6
SEE SHEET SS8
SANITARY SEWER LINE 2
SEE SHEET SS4
SANITARY SEWER LINE 2
SEE SHEET SS3
SANITARY SEWER LINE 3
SEE SHEET SS8
SANITARY SEWER LINE 3-3
SEE SHEET SS9
SANITARY SEWER LINE 3-1
SEE SHEET SS9
STORM DRAIN 2
SEE SHEET ST2
STORM DRAIN 3
SEE SHEET ST3
STORM DRAIN 1
SEE SHEET ST1
STORM DRAIN 4
SEE SHEET ST3
STORM DRAIN 5
SEE SHEET ST4
STORM DRAIN 6
SEE SHEET ST4
SUBDRAIN LINE 1
SEE SHEET SD1
SUBDRAIN LINE 1
SEE SHEET SD1
ALLEY 1
ALLEY 2
STORM DRAIN 8
SEE SHEET ST5
X
X
X
X
X
X
X
DITCH LATERAL
UNION PACIFIC RAILROAD
PROPERTY
BOUNDARY (TYP.)
MAIL CREEK DITCH
KNOBBY PINE DR
FUTURE
PEDESTRIAN
BRIDGE
PLANNED
HANSEN FARM
EXISTING TOP
OF DITCH BANK
50' DITCH BUFFER
FROM TOP OF BANK
200' PUBLIC ACCESS
AND TRAIL EASEMENT
66' MAIL CREEK DITCH
EASEMENT
Sheet
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 66
OU1
UTILITY PLAN
OVERALL
5
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORMLINE
LEGEND:
NOTES:
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
1. ALL WATERLINE CONSTRUCTION SHALL CONFORM TO THE FORT COLLINS-LOVELAND
WATER DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE
DATE OF CONSTRUCTION.
2. ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE SOUTH FORT
COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS
CURRENT AT THE DATE OF CONSTRUCTION.
3. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10 FEET OF HORIZONTAL
SEPARATION AND 18 INCHES OF VERTICAL SEPARATION BETWEEN ALL SEWER AND
WATER LINES.
4. MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 5.0 FEET AND MAXIMUM
COVER SHALL BE 6.0 FEET.
5. 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 BICYCLE OR VEHICLE WHEEL PATHS.
6. 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.
7. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
8. ALL WATER FITTINGS TO BE MECHANICALLY RESTRAINED PER FCLWD STANDARDS.
9. DRIVEWAY ACCESS FOR BLOCK 7, LOT 1 AND BLOCK 6, LOT 11 SHALL BE RESTRICTED
TO DANCING CATTAIL DRIVE.
10. ALL LOTS MARKED WITH AN ASTERISKS (*). SEWAGE EJECTOR PUMPS ARE
ANTICIPATED FOR BASEMENTS.
11. CONTRACTOR SHALL PROVIDE 24 HOUR 7 DAYS A WEEK ACCESS TO THE CELL
TOWER FROM PUBLIC ROW.
12. ALL IMPROVEMENTS LABELED AS "PLANNED" ARE A PART OF THE HANSEN PROJECT.
DESIGN DETAILS FOR THESE IMPROVEMENTS CAN BE FOUND IN THE HANSEN FARM
UTILITY PLANS.
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
NORTH
B M
KEYMAP
MATCHLINE-THIS SHEET
MATCHLINE-THIS SHEET
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VAULT
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UD UD UD
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VAULT VAULT
E
VAULT
VAULT
VAULT
VAULT
SANITARY SEWER
MANHOLE (PHASE 1)
PROPOSED
STORM DRAIN
(PHASE 1)
WATER
QUALITY
POND 1
(PHASE 2)
WATER
QUALITY
POND 2
(PHASE 2)
RAIN
GARDEN 1
(PHASE 1)
PROPOSED
DETENTION
POND (PHASE 1)
OUTLET STRUCTURE AND
STORM PIPE (PHASE 1)
FUTURE STORM DRAIN
(TO BE DESIGNED AND
BUILT WITH SOUTHERN
PROPERTY)
SANITARY SEWER
MANHOLE (PHASE 1)
WATER (PHASE 2)
WATER (PHASE 2)
WATER (PHASE 2)
PLANNED PED BRIDGE
(SEE HANSEN FARM
UTILITY PLANS)
PROPOSED PEDESTRIAN
BRIDGE (PHASE 1)
MISTY MEADOW DR
DANCING CATTAIL DR
CROAKING TOAD DR
FLYING MALLARD DR
WINDY WILLOW DR
ZEPHYR RD
FALLEN BRANCH DR
AUTUMN BREEZE CT
RED WILLOW
DRIVE
PHASE
1
PROPOSED
FENCING (PHASE 1)
STORM DRAIN
(PHASE 2)
PROPOSED
STORM DRAIN
(PHASE 1)
PROPOSED
STORM DRAIN
(PHASE 1)
PROPOSED
STORM DRAIN
(PHASE 1)
SANITARY SEWER
MANHOLE (PHASE 1)
SANITARY SEWER
MANHOLE (PHASE 1)
WATER
CONNECTION
(PHASE 1)
X
X
X
X
X
X
X
FUTURE BRIDGE
(BY OTHERS)
PHASE
1
NORTH
NOTES:
LEGEND:
PROPOSED SEWER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
PROJECT BOUNDARY
PHASE LINE
PH1
PHASING PLAN
4
Sheet
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 66
MATCHLINE-THIS SHEET
MATCHLINE-THIS SHEET
Y
D
H
Y
D
W
TELE
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
H
Y
D
S S
S
ELEC
E
ELEC
BRKR
OHU
OHU
OHU
OHU
OHU OHU OHU OHU OHU
OHU OHU
OHU
X
X
X X X X X X X
X
X X
X
X
X
X X
X
X
X
X
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X X
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X X X X
X
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X X
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X X
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X X X
X X
X
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X
SS
SS
SS SS
SS SS
LID
VAULT
F.O.
W W W
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
E
E
E
E
E
E
E
E
E
T
T
T T
T
T
T T
T
T
T
G
G
G
G
G
G
T
T
T
W
W
W
W
W W
W
PLANNED TEMP.
FH ASSEMBLY TO
BE REMOVED
EXISTING
BUILDING TO BE
REMOVED
EXISTING WALL
TO BE REMOVED
EXISTING F/O
TO REMAIN
EXISTING ELECTRIC
TO REMAIN
15' EASEMENT
REC. NO. 20140004033
30' EASEMENT
REC. NO. 20140004033
EXISTING FENCE
TO BE REMOVED 15' EASEMENT
REC. NO. 20110070565
EXISTING
TELEPHONE LINE
TO REMAIN
EXISTING FENCE
TO BE REMOVED
EXISTING FENCE
TO REMAIN
EXISTING ELECTRIC
BREAKER TO REMAIN
30' EASEMENT
REC. NO. 20110070565
67' EASEMENT
REC. NO. 20140004033
EXISTING FENCE
TO REMAIN
60' EASEMENT
REC. NO. 20100010642
15' EASEMENT
REC. NO. 20110070565
EXISTING 24" CMP
STORM TO BE
REMOVED
PLANNED FIRE
HYDRANT TO
REMAIN
EXISTING SANITARY
MANHOLE TO REMAIN
EXISTING 12" PVC
SANITARY
EXISTING FIRE
HYDRANT TO
REMAIN
EXISTING 12" PVC
WATER
EDGE OF
WETLAND
EXISTING GRAVEL
ROAD TO BE
REMOVED
PLANNED 8"
PVC WATER
50' DITCH BUFFER
FROM TOP OF BANK
PLANNED 10"
PVC SANITARY
PLANNED 20'
GRAVEL ROAD
TO REMAIN
PLANNED 30'
SFCSD
EASEMENT
PLANNED
TEMP. FIRE
HYDRANT TO
REMAIN
PLANNED
HANSEN FARM
PLANNED
24"x36" RCBC
BURLEY TREE DR
KNOBBY PINE DR
FALLEN BRANCH DR
FLOATING LEAF DR
ROSEN DRIVE
DITCH LATERAL
59'
ROW
36'
FL-FL
PLANNED PEDESTRIAN BRIDGE
(SEE HANSEN FARM UTILITY PLANS)
50' DITCH BUFFER
FROM TOP OF BANK
54'
FL-FL
76'
ROW
PLANNED END OF ROAD
SIGNS TO BE REMOVED
PLANNED
HANSEN FARM
EXISTING TEMPORARY FIRE
HYDRANT TO BE REMOVED
15' EASEMENT
REC. NO. 20140004033
EXISTING OVERHEAD ELECTRIC
TO BE UNDERGROUND OR
REMOVED PER UTILITY PROVIDER
UNION PACIFIC RAILROAD
EXISTING EDGE OF
WATER AT TIME OF
SURVEY
EXISTING 36" IRON
PIPE TO REMAIN
PROJECT
BOUNDARY (TYP.)
RED WILLOW
DRIVE
EXISTING TOP
OF DITCH BANK
EXISTING TOP
OF DITCH BANK
100'
WETLAND
BUFFER
EXISTING CELL
TOWER SITE TO REMAIN.
CONTRACTOR TO PROVIDE
24 HOUR 7 DAYS A WEEK
ACCESS FROM PUBLIC ROW.
EXISTING CONCRETE
CROSS-PAN AND CURB
RETURN TO BE REMOVED
X
X
X
X
X
X
X
EXISTING FENCE
TO REMAIN
EXISTING CONCRETE
IRRIGATION STRUCTURE
UNION PACIFIC RAILROAD
MAIL CREEK DITCH
DITCH LATERAL
PROPERTY
BOUNDARY
(TYP.)
PLANNED
HANSEN FARM
EXISTING TOP
OF DITCH BANK
50' DITCH BUFFER
FROM TOP OF BANK
FO
FO
FO
FO
E
E
E
EXISTING
GRAVEL ROAD
TO BE
REMOVED
PLANNED TEMPORARY
FIRE HYDRANT TO BE
REMOVED
PLANNED 8"
WATERLINE TO
REMAIN
59'
ROW
36'
FL-FL
EXISTING FIBER OPTIC
AND ELECTRIC LINES
TO REMAIN
30' EASEMENT
REC. NO. 20140004033
15' EASEMENT
REC. NO. 20110070565
PLANNED
24"X36"
RCBC AND
CONCRETE
HEADWALL
OHU OHU
OHU
OHU
OHU
FO
FO
FO
FO
FO
T
T T
T
T
15' OPTION AND LAND
LEASE AGREEMENT
EASEMENT
REC. NO. 20140004033
PLANNED
24"X36"
RCBC AND
CONCRETE
HEADWALL
76'
ROW
54'
FL-FL
EXISTING GRAVEL ROAD
TO BE REMOVED
EXISTING FIBER OPTIC
AND ELECTRIC LINES
TO REMAIN
EXISTING OVERHEAD
ELECTRIC TO BE
UNDERGROUND OR
REMOVED PER UTILITY
PROVIDER
PLANNED
TEMPORARY
CONSTRUCTION
EASEMENT
Sheet
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
of 66
EX1
AND DEMOLITION PLAN
EXISTING CONDITIONS
3
NORTH
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.
7. ALL IMPROVEMENTS LABELED AS "PLANNED" ARE A PART OF THE HANSEN
PROJECT. DESIGN DETAILS FOR THESE IMPROVEMENTS CAN BE FOUND IN THE
HANSEN FARM UTILITY PLANS.
8. THE CONTRACTOR SHALL PROVIDE 24 HOUR 7 DAYS A WEEK ACCESS TO THE CELL
TOWER FROM PUBLIC ROW.
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
B M
KEYMAP
MATCHLINE-THIS SHEET
MATCHLINE-THIS SHEET
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
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
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
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 DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING
EQUATION SHOULD BE USED: NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 - 3.19'
BASIS OF BEARINGS
THE BASIS OF BEARINGS IS THE EAST LINE OF OUTLOT J, DAKOTA GLEN FIRST SUBDIVISION AS BEARING SOUTH 00° 16' 26"
EAST (ASSUMED BEARING0 AND MONUMENT AS SHOWN ON PLAT.
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, symbols, and signs their placement shall be approved by the City of Fort Collins Traffic
Engineer. The developer shall place temporary tabs, tape or flags depicting alignment and location. Contact City of Fort COllins Traffic
Operations at 970-221-6630 for field review.
7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards.
8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction.
9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings.
10. All sign posts shall utilize break-away assemblies and fasteners per the Standards.
11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies
identified during the field inspection must be corrected before the 2-year warranty period will begin.
12. The Developer installing signs shall be responsible for locating and protecting all underground utilities.
13. Special care shall be taken in sign location to ensure an unobstructed view of each sign.
14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of
Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer
determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and
striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on traffic markings).
15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail.
D. Storm Drainage Notes
1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of
onsite drainage facilities shall be the responsibility of the property owner(s).
2. All recommendations of the Final Drainage and Erosion Control Report for Rennat Subdivision dated Februaru 12, 2020 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 water and sanitary sewer construction shall be performed according to the Fort Collins-Loveland Water District and the South Fort Collins
Sanitation District standards and specifications.
2. Construction of water and sewer facilities require a precon meeting with district operations staff prior to construction.
3. Contractor shall notify district inspectors prior to starting work.
4. Contractor shall contact the sanitation district for sewer inspection 48 hours prior to connecting to existing sewer stubs.
5. All commercial domestic services require a reduced pressure backflow prevention device.
6. All water lines shall be a minimum of (5) five feet and a maximum of (6) feet below final grade.
7. All district shall only be operated by district operations staff.
8. Pipe Pressure and vacuum testing shall be witnessed by district inspectors. Waterline bacteria tests shall also be taken by district
inspectors.
9. Once the system is operational and all tests have passed, contractor shall request substantial completion with a letter to the district that
includes the dollar value of the water and sewer improvements listed separately.
10. As-builts shall be submitted in pdf and dwg to the district for final approval.
11. If groundwater is encountered within the depth of sewer construction, manholes must be water-proofed.
12. 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 work. Before commencing new construction , the contractor
shall be responsible for locating all underground utilities and shall be responsible for all unknown underground utilities.
13. All water fittings and valves are only graphically represented and are not to scale.
14. 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 bicycle or vehicle wheel paths
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
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
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FROM FACE OF WALK
6.5' MIN FENCE SETBACK
FROM FACE OF WALK
3' MIN FENCE SETBACK
FROM CURB FLOWLINE
3' MIN FENCE SETBACK
FROM EDGE OF ALLEY
· ZEPHYR RD
· MISTY MEADOW DR
· DANCING CATTAIL DR
· CROAKING TOAD DR
· FALLEN BRANCH DR
· AUTUMN BREEZE CT
CONCRETE PAVEMNET
9' UTIL. 59' ROW
ESMT.
9' UTIL.
ESMT.
LOCAL CONNECTOR
8' PARKING
8' PARKING
10' TRAVEL LANE
6.5'
PKWY
TBC-WALK
36' -
10' TRAVEL LANE
4.5' WALK
4.5' WALK
30" VERTICAL CURB
& GUTTER
30" VERTICAL CURB
& GUTTER
6.5'
PKWY
TBC-WALK
· FLYING MALLARD DR
· WINDY WILLOW DR
· ALLEY 1
· ALLEY 2
12' TRAVEL LANE
24' -
12' TRAVEL LANE
8' UTIL.
ESMT.
8' UTIL.
ESMT.
ALLEY (PRIVATE)
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
MARCH 2020
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. 1204-003
Date: February 19, 2019
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:
JD Padillla
Post Modern Development
144 North Mason St., Suite 4
Fort Collins, Colorado 80524
(970) 407-7808
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 EX1 EXISTING CONDITIONS AND DEMOLITION PLAN
4 PH1 PHASING PLAN
UTILITY SHEETS
5 OU1 OVERALL UTILITY PLAN
6-8 U1-U3 UTILITY PLAN
SANITARY SHEETS
9-10 SS1-SS2 SANITARY SEWER LINE 1 PLAN AND PROFILE
11-12 SS3-SS4 SANITARY SEWER LINE 2 PLAN AND PROFILE
13 SS5 SANITARY SEWER LINE 2-2 PLAN AND PROFILE
14 SS6 SANITARY SEWER LINE 2-4 PLAN AND PROFILE
15 SS7 SANITARY SEWER LINE 2-5 PLAN AND PROFILE
16 SS8 SANITARY SEWER LINES 2-6 & 3 PLAN AND PROFILE
17 SS9 SANITARY SEWER LINES 3-1 & 3-3 PLAN AND PROFILE
STORM SHEETS
18 ST1 STORM DRAIN LINE 1 PLAN AND PROFILE
19 ST2 STORM DRAIN LINE 2 PLAN AND PROFILE
20 ST3 STORM DRAIN LINES 3 & 4 PLAN AND PROFILE
21 ST4 STORM DRAIN LINES 5 & 6 PLAN AND PROFILE
22 ST5 STORM DRAIN LINE 7 & 8 PLAN AND PROFILE
23 SD1 SUBDRAIN LINE 1 PLAN AND PROFILE
24 SD2 SUBDRAIN LINE 1-4 PLAN AND PROFILE
GRADING SHEETS
25 OG1 OVERALL GRADING PLAN
26-31 G1-G6 GRADING PLAN
32-33 G7-G8 DETAILED GRADING PLAN
ROADWAY SHEETS
34-36 R1-R3 MISTY MEADOW DR PLAN AND PROFILE
37 R4 DANCING CATTAIL DR PLAN AND PROFILE
38 R5 DANCING CATTAIL DR & WINDY WILLOW DR PLAN AND PROFILE
39-40 R6-R7 CROAKING TOAD DR PLAN AND PROFILE
41 R8 FLYING MALLARD DR PLAN AND PROFILE
42 R9 FALLEN BRANCH DR PLAN AND PROFILE
43 R10 PRIVATE ALLEY 1 PLAN AND PROFILE
44 R11 PRIVATE ALLEY 2 PLAN AND PROFILE
45-46 R12-R13 ZEPHYR RD PLAN AND PROFILE
47 R14 ZEPHYR RD STRIPING PLAN
48 R15 SIGNAGE PLAN
49-51 INT1-INT3 INTERSECTION DETAILS
52-53 XS1-XS2 ZEPHYR ROAD CROSS SECTIONS
DRAINAGE SHEETS
54 DR1 DRAINAGE EXHIBIT
55 EC1 EROSION CONTROL PLAN
56-57 EC2-EC3 EROSION CONTROL DETAILS
DETAIL SHEETS
58-59 D1-D2 UTILITY DETAILS
60-62 D3-D5 DRAINAGE DETAILS
63 D6 GRADING DETAILS
64-66 D7-D9 SITE DETAILS
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
RENNAT SUBDIVISION
UTILITY PLANS FOR
OWNER/APPLICANT
SITE ENGINEER
SURVEYOR
GAS-----------------Xcel Energy-----------------------------------Stephanie Rich (970) 225-7857
ELECTRIC-------- City of Fort Collins Light & Power------- Austin Kreager (970) 224-6152
CABLE------------- Comcast--------------------------------------- Don Kapperman (970) 567-0245
TELECOM-------- CenturyLink Local Network--------------- William Johnson (970) 377-6401
WATER------------ Fort Collins-Loveland Water District---- Jay East (970) 226-3104
WASTEWATER- South Fort Collins Sanitation District--- Jay East (970) 226-3104
STORMWATER- City of Fort Collins Utilities---------------- Wes Lamarque (970) 416-2418
* 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.
Cathy Mathis
TB Group
444 Mountain Avenue
Berthoud, Colorado 80513
(970) 532-5891
PLANNER/
LANDSCAPE ARCHITECT
PROJECT DATUM: NAVD88
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
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 DATUM (PRIOR
CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED
FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29
UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 - 3.19'
BASIS OF BEARINGS
THE BASIS OF BEARINGS IS THE EAST LINE OF OUTLOT J, DAKOTA GLEN FIRST
SUBDIVISION AS BEARING SOUTH 00° 16' 26" EAST (ASSUMED BEARING0 AND
MONUMENT AS SHOWN ON PLAT.
PROJECT BENCHMARKS:
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
District Engineer Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
Sheet
RENNAT 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
E NGINEER ING
N O R T H E RN
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.com
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