HomeMy WebLinkAboutTIMBERVINE PDP - PDP140002 - REPORTS - UTILITY PLANSLOCAL STREET
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PARKWAY
LAGER STREET
LAMBIC STREET
BOCK STREET
MACKINAC STREET
SAISON STREET
STOUT STREET
DUNKEL STREET
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COMMERCIAL LOCAL STREET
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MEXICO WAY
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UTILITY
EASEMENT
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UTILITY
EASEMENT
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UTILITY
EASEMENT
UTILITY
EASEMENT
2.25% 2.25% 2.25% 2.25%
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CV02
CONSTRUCTION NOTES
GENERAL AND
J. Prelog
N.Whitcomb
N/A
A. GENERAL NOTES
1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area
Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the
most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort Collins.
2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise.
3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer. Use of these plans
after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of any work shown in these plans.
4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as beneficiary of said
engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins Engineer shall not relieve the engineer
who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City of
Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these
plans.
5. All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specifications current at the
date of approval of the plans by the City of Fort Collins Engineer.
6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Developer to
verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer shall be responsible for
unknown underground utilities.
7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to
have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective
representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all
existing utilities that conflict with the proposed improvements shown on these plans.
8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings
required.
9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify the
design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction.
10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is accomplished in a timely
fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any disruption of any utility
service as well as the utility companies.
11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notification shall be a
minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required prior to
commencement of any work.
12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should be
constructed prior to installation of the water lines and dry utilities.
13. The minimum cover over water lines is 4.5 feet and the maximum cover is 6.0 feet unless otherwise noted in the plans and approved by the Water Utility.
14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is discharged into a storm
sewer, channel, irrigation ditch or any waters of the United States.
15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, Water Quality
Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan.
16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities
shall be the responsibility of the property owner(s).
17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be submitted to and approved
by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of
occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release
of any building permits in excess of those allowed prior to certification per the Development Agreement.
18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether resulting from
groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the City of Fort Collins failure to properly maintain
its water, wastewater, and/or storm drainage facilities in the development.
19. All recommendations of the Preliminary Drainage and Erosion Control Report for Timbervine dated May 28, 2014 by Galloway and Company, 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.
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FOUND #5 REBAR
16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G
16" G
16" G
16" G
50' BUFFER
PROPOSED FENCE
PROPOSED 6"
CULVERT
LOW GRADIENT
SWALE
PROPOSED 24"
CULVERT
PROPOSED 24"
CULVERT
PROPOSED 8"
CULVERT
LOW GRADIENT
SWALE
LOW GRADIENT
SWALE
A
LAMBIC STREET
A A A A A
A
A
A A A A A A
LAGER STREET
STOUT STREET
LAGER STREET
A A A A A A
A
A
B
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B
B
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B
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B
B
B
A
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A A A A A A
A
A
FOUND #4 REBAR
FOUND #4 REBAR W/
YELLOW PLASTIC CAP
STAMPED LS23513
16" G 16" G 16" G 16" G
16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G
PROPOSED
DETENTION
POND
PLD POND
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED 8"
CULVERT
LOW GRADIENT
SWALE
LOW GRADIENT
SWALE
8" PERFORATED
PIPE
PLD OVERFLOW
ELEV= 4933.75
10' WIDE SOFT
BOTTOM PAN
STOUT STREET
SAISON STREET
A B
A
A
A
A
A
A
A
A
A
MACKINAC STREET
MAYBOCK STREET
MACKINAC STREET
DUNKEL STREET
ALLEY A
ALLEY B
ALLEY C
ALLEY D
ALLEY E
A A A A A A A A A
A A
A
A
A
A
A A A A A A A A A A
A A A A
A A A A
MEXICO WAY
B B B B B B B B B B
A
A
PROPOSED
DETENTION
POND
PROPOSED 24"
CULVERT
PROPOSED 24"
CULVERT
PROPOSED
STORM DRAIN
10' WIDE SOFT
BOTTOM PAN
RETAINING/SEAT
WALL
PROPOSED FENCE
LOW GRADIENT
SWALE
50' BUFFER
LAGER STREET
SAISON STREET
B
B
B
B
B
B
B
ALLEY D
ALLEY G
ALLEY F
A
A
A
A
A
A
A
A
A
A
A
A
A
A
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A
A
A
A
A
A
A
A
PROPOSED
SIDEWALK
CHASE
BLOCK 8
BLOCK 2
TRACT J
TRACT K
TRACT L
A
A
PROPOSED
30' EASEMENT
A
A
PROPOSED
30' EASEMENT
SWALE SECTION A-A
4:1 4:1
G4
PLAN
OFFSITE GRADING
J. Prelog
J. Prelog
1"=40'
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
R. Van Uffelen
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JUNE 18, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 41 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
06/18/14
REV
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH STREET,
SUITE A
WINDSOR, CO 80550
3760 E. 15th Street, Suite 202
Loveland, CO 80538
303.770.8884
303.770.3636
O
F
www.gallowayUS.com
Planning. Architecture. Engineering.
C 2014. Galloway & Company, Inc. All Rights Reserved
KEYMAP
DRY
CREEK
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
City Engineer Date
Date
Date
Date
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FOUND #4 REBAR
FOUND #4 REBAR W/
YELLOW PLASTIC CAP
STAMPED LS23513
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SAN
LAGER STREET
SAISON STREET
ALLEY D
ALLEY G
ALLEY F
SSMH-9
SSMH-8
SSMH 6-4
SSMH-7
SSMH 6-3
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W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8''
W 8''
W 8'' W 8'' W 8'' W 8'' W 8'' W 8''
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SS 10"
SS 10" SS 10" SS 10" SS 10" SS 10"
SAN
SAN
SAN SAN SAN SAN
GAS
GAS
GAS
GAS
GAS
GAS
T
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E
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4955
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4955
19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50
SSMH-2
STA 14+00.00
RIM 4931.2±
INV. IN 4920.79 (N)
INV. OUT 4920.59 (S)
DEPTH 10.62'
EXMH-1 INT 2020
STA 10+00.00
RIM 4930.9±
INV. IN 4919.47 (N)
INV. IN 4918.92 (E)
INV. IN 4919.36 (NW)
DEPTH 11.98'
SSMH-3
STA 17+45.28
RIM 4932.9±
INV. IN 4921.96 (N)
INV. OUT 4921.76 (S)
DEPTH 11.18'
15" PVC-
15" PVC-
W 8'' W 8''
W 8'' W 8''
W 8'' W 8'' W 8'' W 8'' W 8'' W 8''
W 8'' W 8'' W 8'' W 8''
W 8''
W 8'' W 8'' W 8''
SS 10"
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31+00 30+00 29+00 28+00 27+00 26+00 25+00 24+00 23+00 22+00 21+00 20+00 19+00
SSMH-4
STA 19+94.25
RIM 4933.9±
INV. IN 4922.85 (N)
INV. OUT 4922.65 (S)
DEPTH 11.25'
SSMH-5
CL Sanitary 1 STA 22+43.16
RIM 4934.33±
INV. IN 4923.72 (E)
INV. IN 4923.72 (W)
INV. OUT 4923.55 (S)
DEPTH 10.78'
CL Sanitary 5 STA 10+00.00
SSMH-6
CL Sanitary 1 STA 23+58.30
RIM 4933.63±
INV. IN 4924.42 (E)
INV. IN 4924.42 (N)
INV. IN 4924.42 (S)
INV. OUT 4924.22 (W)
DEPTH 9.41'
CL Sanitary 6 STA 10+00.00
SSMH-7
STA 24+76.57
RIM 4934.3±
INV. IN 4925.14 (NE)
INV. OUT 4924.94 (W)
DEPTH 9.38'
SSMH-8
STA 26+36.31
RIM 4934.3±
INV. IN 4926.05 (NW)
INV. OUT 4925.85 (SW)
DEPTH 8.45'
SSMH-9
CL Sanitary 1 STA 28+78.00
RIM 4935.62±
INV. IN 4927.31 (NW)
4910
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SSMH-10
CL Sanitary 1 STA 32+00.44
RIM 4937.06±
INV. IN 4928.93 (NW)
INV. IN 4928.93 (SW)
INV. OUT 4928.73 (SE)
DEPTH 8.33'
CL Sanitary 10 STA 10+00.00
SSMH-11
CL Sanitary 1 STA 34+71.42
RIM 4936.84±
INV. IN 4930.32 (NW)
INV. IN 4930.32 (SW)
INV. OUT 4930.12 (SE)
DEPTH 6.72'
CL Sanitary 11 STA 10+00.00
SSMH-12
STA 36+53.50
RIM 4937.9±
INV. IN 4931.32 (W)
INV. OUT 4931.12 (SE)
DEPTH 6.75'
SSMH-13
STA 37+66.36
RIM 4938.5±
INV. IN 4932.02 (W)
INV. OUT 4931.82 (E)
DEPTH 6.70'
SSMH-14
STA 40+20.64
RIM 4940.0±
INV. OUT 4933.14 (E)
DEPTH 6.89'
SS 8'' SS 8''
SS 8'' SS 8'' SS 8''
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SSMH-5
CL Sanitary 5 STA 10+00.00
RIM 4934.33±
INV. IN 4923.72 (E)
INV. IN 4923.72 (W)
INV. OUT 4923.55 (S)
DEPTH 10.78'
CL Sanitary 1 STA 22+43.16
192.12 LF
8" PVC
@ 0.40%
SSMH 5-1
CL Sanitary 5 STA 11+92.12
RIM 4935.49±
INV. IN 4924.69 (W)
INV. IN 4924.69 (N)
INV. OUT 4924.49 (E)
DEPTH 11.00'
CL Sanitary 5-1 STA 10+00.00
159.00 LF
8" PVC
@ 0.40%
SSMH 5-2
STA 13+51.12
RIM 4936.0±
INV. IN 4925.52 (W)
INV. OUT 4925.32 (E)
DEPTH 10.66'
284.50 LF
8" PVC
@ 0.40%
SSMH 5-3
STA 16+35.62
RIM 4934.3±
INV. IN 4926.86 (N)
INV. OUT 4926.66 (E)
DEPTH 7.65'
400.00 LF
8" PVC
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400.00 LF
8" PVC
@ 0.44%
SSMH 5-4
STA 20+35.62
RIM 4937.0±
INV. IN 4928.82 (N)
INV. OUT 4928.62 (S)
DEPTH 8.38'
400.00 LF
8" PVC
@ 0.44%
SSMH 5-5
STA 24+35.62
RIM 4939.4±
INV. IN 4930.78 (N)
INV. OUT 4930.58 (S)
DEPTH 8.82'
204.50 LF
8" PVC
@ 0.44%
SSMH 5-6
STA 26+40.12
RIM 4940.3±
INV. OUT 4931.68 (S)
DEPTH 8.62'
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CL Sanitary 6 STA 10+00.00
RIM 4933.63±
INV. IN 4924.42 (E)
INV. IN 4924.42 (N)
INV. IN 4924.42 (S)
INV. OUT 4924.22 (W)
DEPTH 9.41'
CL Sanitary 1 STA ???
SSMH 6-1
STA 11+28.73
RIM 4933.5±
INV. IN 4925.19 (E)
INV. IN 4925.19 (S)
INV. OUT 4924.99 (N)
DEPTH 8.48'
SSMH 6-2
STA 12+40.43
RIM 4934.2±
INV. IN 4925.88 (NE)
INV. OUT 4925.68 (W)
DEPTH 8.56'
SSMH 6-3
STA 13+63.06
RIM 4934.8±
INV. IN 4926.62 (NE)
INV. OUT 4926.42 (SW)
DEPTH 8.35'
SSMH 6-4
STA 15+13.90
RIM 4934.1±
INV. IN 4927.49 (SE)
INV. IN 4927.49 (NW)
INV. OUT 4927.29 (SW)
DEPTH 6.83'
SSMH 6-5
STA 15+93.15
RIM 4933.6±
INV. OUT 4927.83 (NW)
4910
4915
4920
4925
4930
4935
4940
4945
4950
4955
4910
4915
4920
4925
4930
4935
4940
4945
4950
4955
13+00 12+00 11+00 10+00 9+00
SSMH-6
CL Sanitary 6A STA 10+00.00
RIM 4933.63±
INV. IN 4924.42 (E)
INV. IN 4924.42 (N)
INV. IN 4924.42 (S)
INV. OUT 4924.22 (W)
DEPTH 9.41'
CL Sanitary 1 STA 23+58.30
SSMH 6A-1
STA 12+19.50
RIM 4936.2±
INV. OUT 4925.39 (S)
DEPTH 10.79'
W 8'' W 8'' W 8'' W 8''
W 8''
W 8''
W 8''
W 8''
SS 8''
SS 8'' SS 8''
SS 8''
SS 8''
SS 8'' SS 8'' SS 8''
SS 8'' SS 8''
W 8'' W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8'' W 8''
W 8''
W 8''
SS 10" SS 10" SS 10" SS 10"
SS 8'' SS 8''
SS 8''
SS 8'' SS 8'' SS 8''
W 8''
4915
4920
4925
4930
4935
4940
4945
4950
4955
4960
4915
4920
4925
4930
4935
4940
4945
4950
4955
4960
19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50
SSMH-9
STA 28+78.00
RIM 4935.6±
INV. IN 4927.31 (NW)
INV. IN 4927.31 (SW)
INV. OUT 4927.11 (SE)
DEPTH 8.51'
SSMH 9-1
STA 11+84.03
RIM 4936.8±
INV. IN 4928.32 (W)
INV. OUT 4928.12 (NE)
DEPTH 8.67'
SSMH 9-2
STA 13+24.82
RIM 4937.7±
INV. IN 4929.14 (W)
INV. OUT 4928.94 (E)
DEPTH 8.78'
SSMH 9-3
STA 15+31.28
RIM 4938.5±
INV. IN 4930.25 (W)
INV. OUT 4930.05 (E)
DEPTH 8.44'
SSMH 9-4
STA 18+21.77
RIM 4936.4±
INV. OUT 4931.53 (E)
DEPTH 4.88'
W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8''
W 8''
W 8'' W 8'' W 8''
W 8''
SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8''
SS 8'' SS 8''
SS 8''
SS 8''
SS 8''
4915
4920
4925
4930
4935
4940
4945
4950
4955
4960
4915
4920
4925
4930
4935
4940
4945
4950
4955
4960
17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50
SSMH-10
STA 32+00.44
RIM 4937.1±
INV. IN 4928.93 (NW)
INV. IN 4928.93 (SW)
INV. OUT 4928.73 (SE)
DEPTH 8.33'
SSMH 10 - 1
STA 11+69.92
RIM 4938.0±
INV. IN 4929.88 (W)
INV. OUT 4929.68 (NE)
DEPTH 8.36'
SSMH 10 - 2
STA 12+88.99
RIM 4938.8±
INV. IN 4930.60 (W)
INV. OUT 4930.40 (E)
DEPTH 8.43'
SSMH 10 - 3
STA 16+41.74
RIM 4938.0±
INV. OUT 4932.15 (E)
DEPTH 5.90'
SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8''
SS 8''
SS 8''
SS 8''
SS 8''
SS 8''
SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8''
SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8''
SS 8''
W 8'' W 8'' W 8'' W 8'' W 8'' W 8''
W 8''
W 8''
W 8''
W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8''
W 8''
4915
4920
4925
4930
4935
4940
4945
4950
4955
4960
4915
4920
4925
4930
4935
4940
4945
4950
4955
4960
15+00 14+00 13+00 12+00 11+00 10+00 9+50
SSMH-11
STA 34+71.42
RIM 4936.8±
INV. IN 4930.32 (NW)
INV. IN 4930.32 (SW)
INV. OUT 4930.12 (SE)
DEPTH 6.72'
SSMH 11-1
STA 11+54.70
RIM 4938.1±
INV. IN 4931.20 (W)
INV. OUT 4931.00 (NE)
DEPTH 7.08'
SSMH 11-2
STA 14+79.42
RIM 4939.6±
INV. OUT 4932.63 (E)
DEPTH 7.01'
SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8''
SS 8''
SS 8''
SS 8'' SS 8'' SS 8'' SS 8''
SS 8'' SS 8'' SS 8''
SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8''
SS 8''
SS 8''
W 8'' W 8'' W 8'' W 8''
W 8''
W 8'' W 8'' W 8'' W 8''
W 8''
W 8'' W 8'' W 8'' W 8'' W 8'' W 8''
W 8''
W 8''
W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8''
X X X X X
X
X X
X
X
4915
4920
4925
4930
4935
4940
4945
4950
4955
4915
4920
4925
4930
4935
4940
4945
4950
4955
11+50 11+00 10+00 9+50
SSMH 6-4.1
STA 10+35.60
RIM 4934.4±
INV. OUT 4927.64 (SE)
DEPTH 6.72'
SSMH 6-4
STA 10+00.00
RIM 4934.1±
INV. IN 4927.49 (SE)
INV. IN 4927.49 (NW)
INV. OUT 4927.29 (SW)
DEPTH 6.83'
LOT 1
LOT 2
LOT 3
LOT 4
LOT
15
LOT
16
LOT 6
LOT 5
W 8''
SS 10"
SS 10"
SS 8'' SS 8''
W 8''
W 8''
W 8''
SS 8''
SS 8''
W 8''
X
X
X
X X
SSMH 6-1
STA 11+28.73 (Sanitary 6)
STA 10+00.00 (Sanitary 6-1)
N: 1458982.77
E: 3129596.40
4915
4920
4925
4930
4935
4940
4945
4950
4915
4920
4925
4930
4935
4940
4945
4950
11+50 11+00 10+00 9+50
SDMH A2
5' DIA FLAT TOP SDMH
STA 12+07.36
RIM 4933.8±
INV. IN 4928.92 (N)
INV. IN 4928.42 (W)
INV. OUT 4928.42 (S)
INLET A2-1
2'X2' AREA INLET
STA 12+07.12
RIM 4933.1±
INV. OUT 4928.46 (E)
BLOCK 8
TRACT I
TRACT J
LOT 1 TRACT K
LOT 2
LOT 3
LOT 4 LOT
15
LOT
16
LOT
17
LOT 7
LOT 6
LOT 5
LOT
12
LOT
13
LOT
14
LOT
15
LOT
20
LOT
21
LOT
22
LOT
23
4910
4915
4920
4925
4930
4935
4940
4945
4950
4910
4915
4920
4925
4930
4935
4940
4945
4950
9+50 10+00 11+00 12+00
FES B
STA 10+00.00
INV. 4927.42 (NE)
INLET B1
5' TYPE R INLET
STA 10+74.11
FL 4933.1±
INV. IN 4927.79 (E)
INV. OUT 4927.79 (SW)
DEPTH 5.29'
INLET B2
5' TYPE R INLET
STA 11+24.11
FL 4933.08±
INV. OUT 4928.04 (W)
DEPTH 5.04'
X X X X X X
BLOCK 7
LOT 2 LOT 1
LOT 1
LOT 2
LOT 3
LOT 4
LOT
10
LOT
15
W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8''
SS 8'' SS 8'' SS 8''
W 8'' W 8'' W 8'' W 8'' W 8''
W 8''
W 8''
SS 10" SS 10"
SS 10" SS 10" SS 10" SS 10"
SS 8''
SS 8''
SS 8''
W 8''
W 8''
W 8''
W 8''
4910
4915
4920
4925
4930
4935
4940
4945
4950
4910
4915
4920
4925
4930
4935
4940
4945
4950
21+50 21+00 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50
\A1;1.5'
FES SO1
FES
STA 10+00.00
INV. 4924.67 (NW)
SDMH SO2
4' DIA FLAT TOP SDMH
STA 11+20.06
RIM 4930.47±
INV. IN 4924.91 (N)
INV. OUT 4924.91 (SE)
DEPTH 5.56'
SDMH SO4
4' DIA FLAT TOP SDMH
STA 15+56.42
RIM 4932.03±
INV. IN 4925.78 (N)
INV. OUT 4925.78 (S)
DEPTH 6.24'
SDMH SO5
4' DIA FLAT TOP SDMH
STA 20+12.78
RIM 4934.21±
INV. IN 4926.70 (W)
INV. OUT 4926.70 (S)
DEPTH 7.51'
POND B OUTLET STRUCTURE
OUTLET STRUCTURE
STA 21+20.70
INV. 4926.91 (E)
SDMH SO3
CL Storm SO2 STA 10+25.00
RIM 4930.27±
INV. IN 4925.04 (N)
INV. IN 4925.04 (E)
INV. IN 4925.04 (W)
INV. OUT 4925.04 (S)
DEPTH 5.23'
CL Storm Outlet STA 11+84.14
SAN
SAN SAN
4915
4920
4925
4930
4935
4940
4945
4950
4955
4915
4920
4925
4930
4935
4940
4945
4950
4955
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50
X X X X X
X
X
X
X
X
X X X
X
X
X
X X X X
X
X X X
OHE
OHE OHE
OHE OHE OHE
OHE OHE
OHE
16" G 16" G 16" G
16" G 16" G
LOT 7
BLOCK 4
LOT 8
LOT 9
LOT0
LOT 11
LOT 12
LOT 13
LOT
14
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
BLOCK 4
TRACT C
LAGER STREET
LAGER STREET
LOT 1
4915
4920
4925
4930
4935
4940
4945
4950
4955
4915
4920
4925
4930
4935
4940
4945
4950
4955
18+25 19+00 20+00 21+00 22+00 23+00 24+00 25+00
X
X
X X X X
X X
X X X X X
X X X
LOT 14
LOT 15 LOT 16
LOT 17
LOT 18
LOT 19
LOT 20
LOT 21
LOT 22
LOT 23 LOT 24
LOT 25
LOT 16
LOT 17
LOT 18
ALLEY G
ALLEY F
LOT 10
LOT 11
LOT 12
LOT 26
LOT 25
LOT 24
TRACT H
TRACT B
BLOCK 8
BLOCK 8
LOT 18
LOT 19
LOT 20
LOT 21
LOT 22
LOT 10
LOT 9
LOT 8
LOT 7
LOT 11 LOT 12
4915
4920
4925
4930
4935
4940
4945
4950
4955
4915
4920
4925
4930
4935
4940
4945
4950
4955
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 19+50
X
X X X X
X X X X X
WTR
TV
E
M
TE
GM
EPB
TR
TR
T
TT
E
16" G
16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G
16" G
LOT 7
LOT 1
LOT 1
LOT 20
LOT 19
LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 12 LOT 11 LOT 10 LOT 9
LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3
LOT 2 LOT 1
LOT 1 LOT 9 LOT 1 LOT 13
BLOCK 2 BLOCK 2 BLOCK 2
TRACT A
TRACT B
TRACT B TRACT B
LOT 1
LOT 5
BOCK STREET
SEE SHEET RD06
LAMBIC STREET
SEE SHEET RD05
STOUT STREET
SEE SHEET RD01
\A1;53' ROW
MACHINAC STREET
4915
4920
4925
4930
4935
4940
4945
4950
4955
4915
4920
4925
4930
4935
4940
4945
4950
4955
19+50 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00
16" G 16" G
16" G 16" G 16" G
TRACT F
BLOCK 6
BLOCK 6
BLOCK 2
LOT 6 LOT 7 LOT 8
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10
BLOCK 1
BLOCK 8
TRACT H
BLOCK 8
BLOCK 8
BLOCK 8
LOT 1
LOT 2
LOT 3
LOT 18
LOT 19
LOT 20
LOT 21
LOT 22
LOT 10
LOT 9
LOT 8
LOT 7
LOT 5 LOT 6
LOT 12
LOT 11
BLOCK 7
BLOCK 7
BLOCK 7
BLOCK 7 BLOCK 7
BLOCK 7
LOT 4 LOT 5 LOT 6 LOT 9
LOT 10
LOT 11
LOT 12
LOT 13
LOT 14
LOT 15
4920
4925
4930
4935
4940
4945
4950
4955
4960
4920
4925
4930
4935
4940
4945
4950
4955
4960
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00
X X
16" G 16" G 16" G 16" G 16" G
LOT 7
BLOCK 4
LOT 8 LOT 9 LOT0 LOT 11 LOT 12 LOT 13
LOT 14
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6
BLOCK 4
TRACT C
LOT 10
LOT 11
LOT 12
LOT 13
LOT 18
LOT 17
LOT 16
LOT 15
LOT 14
LOT 13
LOT 1
LOT 2 LOT 3 LOT 4 LOT 5 LOT 6
LOT 7
LOT 8
LOT 18
BLOCK 5
TRACT D
BLOCK 2
TRACT B
TRACT B
BLOCK 3
STOUT STREET
SEE SHEET RD03
Δ
Δ
CL INTERSECTION
LAMBIC STREET CL STA=10+00.00
STOUT STREET CL STA=12+50.49
CL INTERSECTION
LAMBIC STREET CL STA=15+27.07
LAGER STREET CL STA=15+95.72
\A1;53' ROW
4915
4920
4925
4930
4935
4940
4945
4950
4955
4915
4920
4925
4930
4935
4940
4945
4950
4955
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50
X X
16" G 16" G 16" G 16" G 16" G
LOT 15
LOT 16
LOT 17
LOT 18
LOT 19
LOT 13
LOT 12
LOT 11
LOT 10
LOT 9
LOT 1
LOT 2 LOT 3 LOT 4 LOT 5 LOT 6
LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16
LOT 17
LOT 18
BLOCK 5
BLOCK 5
TRACT D
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
BLOCK 2
TRACT B TRACT B
TRACT B
BLOCK 3
Δ
Δ
STREET B
SEE SHEET RD03
Δ
Δ
CL INTERSECTION
BOCK STREET CL STA=16+90.41
LAGER STREET CL STA=18+66.77
CL INTERSECTION
BOCK STREET CL STA=10+00.00
4915
4920
4925
4930
4935
4940
4945
4950
4955
4915
4920
4925
4930
4935
4940
4945
4950
4955
11+50 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00
X
X
X X
WTR
WTR WTR
TV
EM
TE
GM
TR
T
T
T
E
16" G 16" G 16" G 16" G 16" G 16" G
LOT 21
LOT 22
LOT 23
LOT 24
LOT 8
LOT 7
LOT 6
LOT 3
MACKINAC STREET
BLOCK 5
BLOCK 5
TRACT E
TRACT F
BLOCK 6
BLOCK 6
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7
LOT 8
LOT 26
LOT 25
LOT 24
LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 LOT 23
BLOCK 2
TRACT A
LOT 6 LOT 7 LOT 8
BLOCK 3
BLOCK 7
4915
4920
4925
4930
4935
4940
4945
4950
4915
4920
4925
4930
4935
4940
4945
4950
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50
X
X X X
X X
TRACT A
LOT 9
LOT 10
BLOCK 8
LOT 1
LOT 2
LOT 3
LOT 4
BLOCK 7
BLOCK 7
LOT 9 LOT 10
LOT 13
LOT 14
LOT 15
LOT 20
SAISON STREET
SEE SHEET RD04
CL INTERSECTION MEXICO WAY
MEXICO WAY CL STA=10+00.00
SAISON STREET CL STA=26+27.09
\A1;60' ROW
\A1;72' ROW
\A1;5' WALK
MEXICO WAY
EXISTING 60' ROW
PROPOSED 72' ROW
TO BE DEDICATED BY
SEPARATE DOCUMENT
RD08
PLAN AND PROFILE
MEXICO WAY
J. Allen
J. Allen
1"=50'
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
4920
4925
4930
4935
4940
4945
4950
4955
4920
4925
4930
4935
4940
4945
4950
4955
9+50 10+00 11+00 12+00 13+00
BLOCK 5
TRACT E
TRACT F
BLOCK 6 BLOCK 6
LOT 15
LOT 16
LOT 17
LOT 18
LOT 19
LOT 8
LOT 7
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
BLOCK 1
BLOCK 7
LOT 4
LOT 5
DUNKEL STREET
LOT 3
LOT 1
LOT 2
Δ
Δ
MACKINAC STREET
SEE SHEET RD07 SAISON STREET
SEE SHEET RD04
Δ
Δ
CL INTERSECTION
DUNKEL STREET CL STA=10+00.00
MACKINAC STREET CL STA=16+37.70
CL INTERSECTION
DUNKEL STREET CL STA=11+26.50
ALLEY A CL STA=10+00.00
CL INTERSECTION
DUNKEL STREET CL STA=12+53.00
SAISON STREET CL STA=22+83.47
ALLEY A
SEE SHEET RD10
\A1;53' ROW
4920
4925
4930
4935
4940
4945
4950
4955
4960
4920
4925
4930
4935
4940
4945
4950
4955
4960
9+50 10+00 11+00 12+00 12+50
ALLEY A
TRACT F
BLOCK 6
BLOCK 6
LOT 6 LOT 7 LOT 8
BLOCK 7
BLOCK 7
BLOCK 7
LOT 4 LOT 5 LOT 6 LOT 9
ALLEY B
SEE SHEET RD10
LOT 2 LOT 3 LOT 4 LOT 1 LOT 2 LOT 3 LOT 8
DUNKEL STREET LOT 7
SEE SHEET RD09
CL INTERSECTION
ALLEY A CL STA=10+00.00
DUNKEL STREET CL STA=11+26.50
CL INTERSECTION
ALLEY A CL STA=11+59.50
ALLEY B CL STA=11+26.50
\A1;20'
4920
4925
4930
4935
4940
4945
4950
4955
4960
4920
4925
4930
4935
4940
4945
4950
4955
4960
9+50 10+00 11+00 12+00 13+00
LOT 8
LOT 22
LOT 23
LOT 24
LOT 25
TRACT B
BLOCK 3
LOT 22 LOT 23 LOT 24
LOT 18 LOT 19
ALLEY C
SEE SHEET RD11
LAGER STREET
SEE SHEET RD02
ALLEY D
CL INTERSECTION
ALLEY D CL STA=10+00.00
ALLEY C CL STA=11+29.62
CL INTERSECTION
ALLEY D CL STA=12+34.72
LAGER STREET CL STA=23+02.52
LOT 11
LOT 12
LOT 13
LOT 14
LOT 15
LOT 20
LOT 21
LOT 17
LOT 16
BLOCK 7
BLOCK 7
BLOCK 7
\A1;20'
Δ
4915
4920
4925
4930
4935
4940
4945
4950
4955
4915
4920
4925
4930
4935
4940
4945
4950
4955
9+50 10+00 11+00 12+00 13+00 13+50
LOT 26
LOT 25
LOT 22
BLOCK 7
BLOCK 7
BLOCK 7
LOT 11 LOT 12 LOT 13 LOT 14 LOT 15
LOT 20
4920
4925
4930
4935
4940
4945
4950
4920
4925
4930
4935
4940
4945
4950
9+50 10+00 11+00 12+00 13+00
X
ALLEY E
BLOCK 7
LOT 14 LOT 15
LOT 20
LOT 21
SAISON STREET
SEE SHEET RD04
CL INTERSECTION
ALLEY E CL STA=10+00.00
SAISON STREET CL STA=27+62.28
CL INTERSECTION
ALLEY E CL STA=11+24.38
ALLEY F CL STA=10+00.00
ALLEY F
SEE SHEET RD13
LOT 1 LOT 2 LOT 3 LOT 4
LOT 15
LOT 6 LOT 16
LOT 5
BLOCK 8
BLOCK 8
BLOCK 8
\A1;20'
4920
4925
4930
4935
4940
4945
4950
4920
4925
4930
4935
4940
4945
4950
9+50 10+00 11+00 12+00 12+50
ALLEY G
SAISON STREET
SEE SHEET RD04
ALLEY F
SEE SHEET RD13
CL INTERSECTION
X X
X
X
X X X
X
ALLEY F
BLOCK 8
TRACT H
TRACT B
BLOCK 8
BLOCK 8
BLOCK 8
BLOCK 8
BLOCK 8
LOT 1
LOT 2
LOT 3
LOT 4
LOT 15
LOT 16
LOT 17
LOT 18 LOT 19
LOT 20 LOT 21
LOT 22
LOT 10
LOT 9
LOT 7 LOT 8
LOT 6
LOT 5
LOT 12
LOT 11
LOT 13
LOT 14
TRACT B
LOT 22 LOT 23 LOT 24
LOT 20 LOT 21
CL INTERSECTION
ALLEY F CL STA=10+00.00
ALLEY E CL STA=11+24.38
CL INTERSECTION
ALLEY F CL STA=13+79.07
ALLEY G CL STA=11+48.05
ALLEY E
SEE SHEET RD12
ALLEY G
SEE SHEET RD12
Δ
SAISON STREET
\A1;20'
\A1;9'
\A1;19'
4920
4925
4930
4935
4940
4945
4950
4920
4925
ACCESS EASEMENT
BOOK 1584, PAGE 476
N00°16'05"E
693.96'
WEST 1/4 CORNER
SECTION 8-T.7N.-R.68W.
FOUND #6 REBAR W/
2 1/2" ALUMINUM CAP
STAMPED LS17497
FOUND #4 REBAR
FOUND #4 REBAR
FOUND #4 REBAR W/
YELLOW PLASTIC CAP
STAMPED LS23513
FOUND #5 REBAR W/
MELTED RED PLASTIC CAP
ILLEGIBLE
FOUND #5 REBAR
COLLINS AIRE
PARK MOBILE
HOMES
OWNER: CAMHP LLC
REC. NO. 96025645
REC'D 4-12-1996
COLLINS AIRE
PARK MOBILE
HOMES
OWNER: CAMHP LLC
REC. NO. 96025645
REC'D 4-12-1996
OWNER: JAMES GIBSON CHARLES
REC. NO. 9300588
OWNER: JOHN STODDARD REC'D 1/29/1993
REC. NO. 2001095128
OWNER: JOHN STODDARD REC'D 10/23/2001
REC. NO. 2001095128
REC'D 10/23/2001
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
50' BUFFER
50'
WIDE
EASEM
ENT
TO
WYOM
ING
GAS
COMP
ANY.
BOOK
1183,
PAGE
488
\A1;50.00'
SECTION 7
SECTION 8
ACCESS EASEMENT
BOOK 1584, PAGE 476
FOUND #4 REBAR
FOUND #4 REBAR
FOUND #4 REBAR
FOUND #4 REBAR W/
YELLOW PLASTIC CAP
STAMPED LS23513
FOUND #5 REBAR W/
MELTED RED PLASTIC CAP
ILLEGIBLE
FOUND #5 REBAR
COLLINS AIRE
PARK MOBILE
HOMES
OWNER: CAMHP LLC
REC. NO. 96025645
REC'D 4-12-1996
COLLINS AIRE
PARK MOBILE
HOMES
OWNER: CAMHP LLC
REC. NO. 96025645
REC'D 4-12-1996
OWNER: JAMES GIBSON CHARLES
REC. NO. 9300588
OWNER: JOHN STODDARD REC'D 1/29/1993
REC. NO. 2001095128
OWNER: JOHN STODDARD REC'D 10/23/2001
REC. NO. 2001095128
REC'D 10/23/2001
OWNER: BURLINGTON NORTHERN RAILROAD
BOOK 506, PAGE 199
REC'D 12-12-1924
OWNER: BURLINGTON NORTHERN RAILROAD
BOOK 506, PAGE 199
REC'D 12-12-1924
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
SAN SAN
WTR
SAN SAN
SAN
WTR
IRR
WTR WTR
SAN
SAN
SAN SAN SAN SAN SAN SAN
WTR
WTR WTR WTR WTR WTR WTR WTR WTR
WTR
SAN SAN
WTR
T
TV
T
EM E
GM
GM GM
GM
GM
EMEM CATV
E
TE
GM GM
GM GM
T
E
TE
EM
EM
E
EM
TE
GM
GM
EM
GM EM CATV EM
GM
GMGM
TE
TE
EM
GM
GM
WTR WTR
EPB
EPB
EPB
EPB
EPB
TR
TR
TR
TR
TR
SAN SAN
OHE
OHE OHE
OHE OHE
WTR
E
T
T
E
16" G
16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G
16" G
50' BUFFER
50' BUFFER
50' BUFFER
TOP OF SLOPE
TOP OF SLOPE
TOP OF SLOPE
50' BUFFER
BLOCK 1
BLOCK 2
BLOCK 3
BLOCK 2
BLOCK 4
BLOCK 6
BLOCK 7
BLOCK 8
BLOCK 2 BLOCK 2
TRACT G TRACT H
TRACT I
TRACT F
TRACT J
TRACT K
TRACT L
TRACT L
TRACT B
TRACT A
TRACT B
TRACT E
BLOCK 5
TRACT D
TRACT C
TRACT B
TRACT B
TRACT B
TRACT B
TRACT B
BLOCK 2
BLOCK 2
LOT 7 LOT 8 LOT 9 LOT0 LOT
11
LOT
12
LOT
13
LOT
14
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6
LOT
16
LOT
17
LOT
18
LOT
19
LOT
20
LOT
21 LOT
22
LOT
23
LOT
24
LOT
25
LOT
26
LOT
27
LOT
28
LOT
29
LOT
30
LOT
31
LOT
32
LOT
33
LOT
34
LOT
35
LOT
36
LOT
37
LOT
38
LOT
39
LOT
40
LOT
15
LOT
14
LOT
13
LOT
12
LOT
11
LOT
10
LOT 9
LOT 8
LOT 7
LOT 6
LOT 5
LOT 4
LOT 3
LOT 2
LOT 1
LOT 15
LOT 14
LOT 13
LOT 12
LOT 11
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
16
LOT
17
LOT
18
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
26
LOT
25
LOT
LOT 24
LOT 23
13
LOT
14
LOT
15
LOT
16
LOT
17
LOT
18
LOT
19
LOT
20
LOT
21
LOT
22
LOT 1 LOT 2 LOT 3 LOT 4
LOT 5 LOT 6 LOT 7 LOT 8
LOT LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1
10
LOT 1
LOT 2
LOT 3
LOT 4 LOT
15
LOT
16
LOT
17
LOT
18
LOT
19
LOT
20
LOT
21
LOT
22
LOT
10
LOT 9
LOT 8
LOT 7
LOT 6
LOT 5
LOT
12
LOT
11
LOT
13
LOT
14
LOT 1 LOT 2 LOT 3
LOT 4 LOT 5 LOT 6
LOT 9
LOT
10
LOT 8
LOT 7
LOT
11
LOT
12
LOT
13
LOT
14
LOT
15
LOT
20
LOT
21
LOT
22
LOT
23
LOT
24
LOT
19
LOT
18
LOT
17
LOT
16
POND B
INLET B1 POND A
5' TYPE R INLET
INLET B2
5' TYPE R INLET
FES B
FES PC-C1
FES PC-C
POND B OUTLET STRUCTURE
PLD
1
2
3
4
10 9
5
8
6
B1
12.2 0.32
0.40
A1
2.14 0.33
0.42
A2
5.84 0.35
0.43
A3
3.86 0.33
0.41
A4
0.74 0.63
0.79
A5
8.29 0.28
0.35
B4
0.98 0.36
0.45
B3
0.25 0.39
0.49
B2
0.87 0.21
0.26
A6
3.88 0.18
0.23
50.00 LF
18" RCP
@ 0.50%
74.12 LF
18" RCP
@ 0.50%
24" RCP
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
R. Van Uffelen
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JUNE 18, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 41 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
06/18/14
REV
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH STREET,
SUITE A
WINDSOR, CO 80550
3760 E. 15th Street, Suite 202
Loveland, CO 80538
303.770.8884
303.770.3636
O
F
www.gallowayUS.com
Planning. Architecture. Engineering.
C 2014. Galloway & Company, Inc. All Rights Reserved
DR01
DRAINAGE PLAN
DEVELOPED
A. Cronin
A. Cronin
1"=100'
0.45
1.00 0.23
A
PROPOSED RIGHT-OF-WAY
PROPOSED STORM SEWER
LEGEND:
DRAINAGE SYMBOLS:
EXISTING STORM SEWER
PROPOSED STORM INLET
PROPOSED LOTLINE
EASEMENT LINE
FUTURE LOTLINE
FUTURE RIGHT-OF-WAY
DESIGN POINT
MAJOR BASIN BOUNDARY
SUB-BASIN BOUNDARY
FLOW DIRECTION
10
EXISTING MINOR CONTOUR
EXISTING PROPOSED MAJOR MINOR CONTOUR CONTOUR 5013
PROPOSED MAJOR CONTOUR 5013
N
ROTATION: 0%%D
( IN FEET )
1 inch = ft.
100 0 100 Feet
100
200 300
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
POND SUMMARY
POND
³ ³ ³ 100-YR WSEL (FT)
PEAK RELEASE RATE (CFS)
A 76,407 76,407 8.70
B 32,575 73,479 106,054 4929.137.84
50' BUFFER
50' BUFFER
TOP OF SLOPE
TOP OF SLOPE
TOP OF SLOPE
50' BUFFER
XX
PARKING
ANY
TIME
S T 0 P
R1-1
WAY
MEXICO ###
S T 0 P
R1-1
ST
DUNKEL ###
S T 0 P
R1-1
ST
S T 0 P DUNKEL ###
R1-1
ST
###
S T 0 P
R1-1
ST
MACKINAC ###
S T 0 P
R1-1
ST
MACKINAC ###
36"x36"
36"x36"
36"x36"
36"x36"
36"x36"
36"x36"
S T 0 P
R1-1
ST
BOCK ###
36"x36"
S T 0 P
R1-1
ST
LAMBIC ###
36"x36"
S T 0 P
R1-1
ST
BOCK ###
36"x36"
S T 0 P
R1-1
ST
LAMBIC ###
36"x36"
R4-7
R4-7
R7-4
A
A
2 2
1 1
1
1
MEXICO WAY
LAGER STREET
LAMBIC STREET
BOCK STREET
MACKINAC STREET
STOUT STREET
LAGER STREET
SAISON STREET
DUNKEL STREET
SAISON ST
###
MACKINAC ST
###
SAISON ST
MACKINAC ###
ST
###
LAGER ST
###
LAGER ST
###
STOUT ST
###
STOUT ST
###
LAGER ST
###
STOUT ST
###
STOUT
LAGER ST
###
STOUT ST
###
SAISON ST
###
STOUT ST
###
SAISON ST
###
STOUT ST
###
S T 0 P
R1-1
BLVD
INTERNATIONAL ###
36"x36"
1
2 1
1
1
A
A
INTERNATIONAL
BLVD.
MEXICO WAY
MEXICO WAY
###
RD14
STRIPING PLAN
SIGNAGE AND
J. Prelog
N.Whitcomb
1"=100'
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
R. Van Uffelen
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JUNE 18, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 41 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
06/18/14
REV
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH STREET,
SUITE A
WINDSOR, CO 80550
3760 E. 15th Street, Suite 202
Loveland, CO 80538
303.770.8884
303.770.3636
O
F
www.gallowayUS.com
Planning. Architecture. Engineering.
C 2014. Galloway & Company, Inc. All Rights Reserved
N
ROTATION: 0%%D
( IN FEET )
1 inch = ft.
0 Feet
SHEET SIZE 24x36
200 300
100
100 100
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.
MATCHLINE-SEE THIS SHEET R
MATCHLINE-SEE THIS SHEET
KEYMAP
DRY
CREEK
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
MANAGER
DATE:
APPROVED:
DATE:
APPROVED:
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
SYSTEMS ENGINEER
KEYMAP
DRY
CREEK
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
GENERAL MANAGER
REVIEWED BY:
DATE:
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS.
6" SOLID WHITE LINE
(2) 4" SOLID LINES; 4" APART
DOUBLE YELLOW LINE
1
2
A.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.
B.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED THERMO-PLASTIC.
C.ALL SIGNAGE SHALL BE PER CITY OF FORT COLLINS STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD. (REF. LCUASS SECTION 22.6.2)
D.ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS.
E.ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY PAINT.
F.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACE TEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL
BE APPROVED BY THE CITY OF FORT COLLINS TRAFFIC ENGINEER PRIOR TO PERMANENT INSTALLATION OF STRIPING AND
SYMBOLS.
G.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS.
H.EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.
I.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS.
J.ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS.
K.A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE CITY OF FORT COLLINS ENGINEER. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST
BE CORRECTED BEFORE THE 2-YEAR WARRANTY PERIOD WILL BEGIN.
L.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES.
M.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN.
N.SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO INITIATION OF THE WARRANTY PERIOD. THE CITY OF FORT COLLINS RESERVES THE RIGHT TO
REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS 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).
O.SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFIC CONTROL DEVICES, FOR ADDITIONAL DETAIL.
STRIPING LEGEND:
STRIPING NOTES:
{\LPAVEMENT STRIPING}
{\LPAVEMENT MARKINGS}
PREFORMED PLASTIC PAVEMENT MARKING
A BICYCLIST AND ARROW
LEGEND:
PROJECT BOUNDARY
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED PROPOSED LOT RIGHT-LINE OF-WAY
EASEMENT LINE
4930
4935
4940
4945
4950
9+50 10+00 11+00 12+00 13+00 14+00
RD13
PLAN AND PROFILE
ALLEY F
J. Allen
J. Allen
1"=50'
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
R. Van Uffelen
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JUNE 18, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 41 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
06/18/14
REV
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH STREET,
SUITE A
WINDSOR, CO 80550
3760 E. 15th Street, Suite 202
Loveland, CO 80538
303.770.8884
303.770.3636
O
F
www.gallowayUS.com
Planning. Architecture. Engineering.
C 2014. Galloway & Company, Inc. All Rights Reserved
KEYMAP
DRY
CREEK
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
LEGEND:
PROPOSED STORM SEWER
EXISTING EDGE OF ASPHALT
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 SIDEWALKS AT MAXIMUM
SPACING OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE
DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
7.SEE SHEET CV01 FOR TYPICAL SECTIONS.
8.ALL ELEVATIONS ARE AT THE FLOWLINE OF CURB AND GUTTER OR BACK OF
SIDEWALK UNLESS NOTED OTHERWISE ON THE PLANS.
9.PCR INFORMATION IS PROVIDED FOR FLOWLINE.
10.SEE RDXX-RDXX FOR INTERSECTION DETAILS.
11.ALL SPOTS ARE AT FLOW LINE UNLESS NOTED OTHERWISE.
12.ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS
THE ELEVATION SHOWN PLUS 4800 OR 4900 FEET (96.97 = 4896.97 AND OR 00.71 =
4900.71).}
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
SAWCUT EASEMENT LINE LINE
PROPOSED SPOT ELEVATION 33.43
EXISTING SPOT ELEVATION (47.45)
PRIVATE ALLEY F
CENTERLINE
HORIZ. SCALE: 1"=50'
VERT. SCALE: 1"=5"
N
ROTATION: 330%%D
ALLEY G CL STA=10+00.00
SAISON STREET CL STA=30+31.58
CL INTERSECTION
ALLEY G CL STA=11+48.05
ALLEY F CL STA=13+79.07
Δ
LOT 20
LOT 21
LOT 22
LOT 10
LOT 9
LOT 8
LOT 11 LOT 12 LOT 13 LOT 14
\A1;20'
BLOCK 8
BLOCK 8
BLOCK 8
RD12
PLAN AND PROFILE
ALLEY E AND ALLEY G
J. Allen
J. Allen
1"=50'
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
R. Van Uffelen
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JUNE 18, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 41 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
06/18/14
REV
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH STREET,
SUITE A
WINDSOR, CO 80550
3760 E. 15th Street, Suite 202
Loveland, CO 80538
303.770.8884
303.770.3636
O
F
www.gallowayUS.com
Planning. Architecture. Engineering.
C 2014. Galloway & Company, Inc. All Rights Reserved
KEYMAP
DRY
CREEK
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
LEGEND:
PROPOSED STORM SEWER
EXISTING EDGE OF ASPHALT
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 SIDEWALKS AT MAXIMUM
SPACING OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE
DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
7.SEE SHEET CV01 FOR TYPICAL SECTIONS.
8.ALL ELEVATIONS ARE AT THE FLOWLINE OF CURB AND GUTTER OR BACK OF
SIDEWALK UNLESS NOTED OTHERWISE ON THE PLANS.
9.PCR INFORMATION IS PROVIDED FOR FLOWLINE.
10.SEE RDXX-RDXX FOR INTERSECTION DETAILS.
11.ALL SPOTS ARE AT FLOW LINE UNLESS NOTED OTHERWISE.
12.ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS
THE ELEVATION SHOWN PLUS 4800 OR 4900 FEET (96.97 = 4896.97 AND OR 00.71 =
4900.71).}
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
SAWCUT EASEMENT LINE LINE
PROPOSED SPOT ELEVATION 33.43
EXISTING SPOT ELEVATION (47.45)
PRIVATE ALLEY G
CENTERLINE
HORIZ. SCALE: 1"=50'
VERT. SCALE: 1"=5"
N
ROTATION: 73%%D
PRIVATE ALLEY E
CENTERLINE
HORIZ. SCALE: 1"=50'
VERT. SCALE: 1"=5"
N
ROTATION: 50%%D
LOT 21
LOT 17
LOT 16
SAISON STREET
MACKINAC STREET SEE SHEET RD04
SEE SHEET RD8
ALLEY D
SEE SHEET RD11
ALLEY C
CL INTERSECTION
ALLEY C CL STA=10+00.00
MACKINAC STREET CL STA=20+37.54
CL INTERSECTION
ALLEY C CL STA=11+29.62
ALLEY D CL STA=10+00.00
CL INTERSECTION
ALLEY C CL STA=12+68.98
SAISON STREET CL STA=27+62.28
\A1;20'
TRACT E
4915
4920
4925
4930
4935
4940
4945
4950
4955
4915
4920
4925
4930
4935
4940
4945
4950
4955
9+50 10+00 11+00 12+00 13+00 13+50 RD11
PLAN AND PROFILE
ALLEY C AND D
J. Allen
J. Allen
1"=50'
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
R. Van Uffelen
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JUNE 18, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 41 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
06/18/14
REV
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH STREET,
SUITE A
WINDSOR, CO 80550
3760 E. 15th Street, Suite 202
Loveland, CO 80538
303.770.8884
303.770.3636
O
F
www.gallowayUS.com
Planning. Architecture. Engineering.
C 2014. Galloway & Company, Inc. All Rights Reserved
KEYMAP
DRY
CREEK
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
LEGEND:
PROPOSED STORM SEWER
EXISTING EDGE OF ASPHALT
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 SIDEWALKS AT MAXIMUM
SPACING OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE
DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
7.SEE SHEET CV01 FOR TYPICAL SECTIONS.
8.ALL ELEVATIONS ARE AT THE FLOWLINE OF CURB AND GUTTER OR BACK OF
SIDEWALK UNLESS NOTED OTHERWISE ON THE PLANS.
9.PCR INFORMATION IS PROVIDED FOR FLOWLINE.
10.SEE RDXX-RDXX FOR INTERSECTION DETAILS.
11.ALL SPOTS ARE AT FLOW LINE UNLESS NOTED OTHERWISE.
12.ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS
THE ELEVATION SHOWN PLUS 4800 OR 4900 FEET (96.97 = 4896.97 AND OR 00.71 =
4900.71).}
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
SAWCUT EASEMENT LINE LINE
PROPOSED SPOT ELEVATION 33.43
EXISTING SPOT ELEVATION (47.45)
PRIVATE ALLEY D
CENTERLINE
HORIZ. SCALE: 1"=50'
VERT. SCALE: 1"=5"
N
ROTATION: 73%%D
PRIVATE ALLEY C
CENTERLINE
HORIZ. SCALE: 1"=50'
VERT. SCALE: 1"=5"
N
ROTATION: 326%%D
\A1;20'
MACKINAC STREET
SEE SHEET RD8
SAISON STREET
SEE SHEET RD04
CL INTERSECTION
ALLEY B CL STA=10+00.00
MACKINAC STREET CL STA=17+97.20
CL INTERSECTION
ALLEY B CL STA=12+53.00
SAISON STREET CL STA=24+42.97
CL INTERSECTION
ALLEY B CL STA=11+26.50
ALLEY A CL STA=11+59.50
ALLEY B
LOT 19
LOT 20
LOT 21
LOT 7
LOT 8
LOT 9
BLOCK 7 BLOCK 7
BLOCK 7
LOT 6
LOT 9 LOT 10
LOT 2
LOT 3
LOT 7
ALLEY A
SEE SHEET RD10
RD10
PLAN AND PROFILE
ALLEY A AND ALLEY B
J. Allen
J. Allen
1"=50'
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
R. Van Uffelen
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JUNE 18, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 41 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
06/18/14
REV
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH STREET,
SUITE A
WINDSOR, CO 80550
3760 E. 15th Street, Suite 202
Loveland, CO 80538
303.770.8884
303.770.3636
O
F
www.gallowayUS.com
Planning. Architecture. Engineering.
C 2014. Galloway & Company, Inc. All Rights Reserved
KEYMAP
DRY
CREEK
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
LEGEND:
PROPOSED STORM SEWER
EXISTING EDGE OF ASPHALT
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 SIDEWALKS AT MAXIMUM
SPACING OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE
DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
7.SEE SHEET CV01 FOR TYPICAL SECTIONS.
8.ALL ELEVATIONS ARE AT THE FLOWLINE OF CURB AND GUTTER OR BACK OF
SIDEWALK UNLESS NOTED OTHERWISE ON THE PLANS.
9.PCR INFORMATION IS PROVIDED FOR FLOWLINE.
10.SEE RDXX-RDXX FOR INTERSECTION DETAILS.
11.ALL SPOTS ARE AT FLOW LINE UNLESS NOTED OTHERWISE.
12.ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS
THE ELEVATION SHOWN PLUS 4800 OR 4900 FEET (96.97 = 4896.97 AND OR 00.71 =
4900.71).}
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
SAWCUT EASEMENT LINE LINE
PROPOSED SPOT ELEVATION 33.43
EXISTING SPOT ELEVATION (47.45)
PRIVATE ALLEY A
CENTERLINE
HORIZ. SCALE: 1"=50'
VERT. SCALE: 1"=5"
N
ROTATION: 0%%D
PRIVATE ALLEY B
CENTERLINE
HORIZ. SCALE: 1"=50'
VERT. SCALE: 1"=5"
N
ROTATION: 90%%D
\A1;4.5' WALK
LOT 4
T
MEXICO WAY
INTERNATIONAL
BLVD
EXISTING 60' ROW
PROPOSED 72' ROW
TO BE DEDICATED BY
SEPARATE DOCUMENT
4915
4920
4925
4930
4935
4940
4945
4950
4915
4920
4925
4930
4935
4940
4945
4950
17+50 18+00 19+00 20+00 21+00 22+00 23+00
RD09
STREET PLAN AND PROFILE
MEXICO WAY AND DUNKEL
J. Allen
J. Allen
1"=50'
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
R. Van Uffelen
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JUNE 18, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 41 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
06/18/14
REV
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH STREET,
SUITE A
WINDSOR, CO 80550
3760 E. 15th Street, Suite 202
Loveland, CO 80538
303.770.8884
303.770.3636
O
F
www.gallowayUS.com
Planning. Architecture. Engineering.
C 2014. Galloway & Company, Inc. All Rights Reserved
KEYMAP
DRY
CREEK
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
LEGEND:
PROPOSED STORM SEWER
EXISTING EDGE OF ASPHALT
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 SIDEWALKS AT MAXIMUM
SPACING OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE
DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
7.SEE SHEET CV01 FOR TYPICAL SECTIONS.
8.ALL ELEVATIONS ARE AT THE FLOWLINE OF CURB AND GUTTER OR BACK OF
SIDEWALK UNLESS NOTED OTHERWISE ON THE PLANS.
9.PCR INFORMATION IS PROVIDED FOR FLOWLINE.
10.SEE RDXX-RDXX FOR INTERSECTION DETAILS.
11.ALL SPOTS ARE AT FLOW LINE UNLESS NOTED OTHERWISE.
12.ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS
THE ELEVATION SHOWN PLUS 4800 OR 4900 FEET (96.97 = 4896.97 AND OR 00.71 =
4900.71).}
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
SAWCUT EASEMENT LINE LINE
PROPOSED SPOT ELEVATION 33.43
EXISTING SPOT ELEVATION (47.45)
DUNKEL STREET
CENTERLINE
HORIZ. SCALE: 1"=50'
VERT. SCALE: 1"=5"
MATCH LINE RD08 STA 20+00
MEXICO WAY
CENTERLINE
HORIZ. SCALE: 1"=50'
VERT. SCALE: 1"=5"
LINE
MATCH
STA
18+00
N
ROTATION: 90%%D
N
ROTATION: 90%%D
R. Van Uffelen
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JUNE 18, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 41 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
06/18/14
REV
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH STREET,
SUITE A
WINDSOR, CO 80550
3760 E. 15th Street, Suite 202
Loveland, CO 80538
303.770.8884
303.770.3636
O
F
www.gallowayUS.com
Planning. Architecture. Engineering.
C 2014. Galloway & Company, Inc. All Rights Reserved
KEYMAP
DRY
CREEK
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
N
ROTATION: 90%%D
LEGEND:
PROPOSED STORM SEWER
EXISTING EDGE OF ASPHALT
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 SIDEWALKS AT MAXIMUM
SPACING OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE
DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
7.SEE SHEET CV01 FOR TYPICAL SECTIONS.
8.ALL ELEVATIONS ARE AT THE FLOWLINE OF CURB AND GUTTER OR BACK OF
SIDEWALK UNLESS NOTED OTHERWISE ON THE PLANS.
9.PCR INFORMATION IS PROVIDED FOR FLOWLINE.
10.SEE RDXX-RDXX FOR INTERSECTION DETAILS.
11.ALL SPOTS ARE AT FLOW LINE UNLESS NOTED OTHERWISE.
12.ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS
THE ELEVATION SHOWN PLUS 4800 OR 4900 FEET (96.97 = 4896.97 AND OR 00.71 =
4900.71).}
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
SAWCUT EASEMENT LINE LINE
PROPOSED SPOT ELEVATION 33.43
EXISTING SPOT ELEVATION (47.45)
MEXICO WAY
CENTERLINE
HORIZ. SCALE: 1"=50'
VERT. SCALE: 1"=5"
MATCH LINE RD09 STA 18+00
LINE
MATCH
STA
18+00
BLOCK 7
BLOCK 7
BLOCK 7
BLOCK 7
LOT 4 LOT 5 LOT 6
LOT 9
LOT 8
LOT 11
LOT 12
LOT 13
LOT 14
LOT 20
LOT 21
LOT 22
LOT 23
LOT 24
LOT 19
LOT 18
LOT 17
LOT 16
Δ
Δ
Δ ALLEY B
SEE SHEET RD10
LOT 5
LOT 5
LOT 4
LOT 3
LOT 1 LOT 2 LOT 3 LOT 4 LOT 1 LOT 2 LOT 3 LOT 8
LOT 7
Δ
Δ
CL INTERSECTION
MACKINAC STREET CL STA=13+68.70
STOUT STREET CL STA=17+76.49
CL INTERSECTION
MACKINAC STREET CL STA=16+37.70
DUNKEL STREET CL STA=10+00.00
CL INTERSECTION
MACKINAC STREET CL STA=17+97.20
ALLEY B CL STA=10+00.00
CL INTERSECTION
MACKINAC STREET CL STA=20+37.54
ALLEY C CL STA=10+00.00
CL INTERSECTION
MACKINAC STREET CL STA=22+34.66
LAGER STREET CL STA=21+89.15
ALLEY C
SEE SHEET RD11
Δ Δ
STOUT STREET
SEE SHEET RD03
DUNKEL STREET
SEE SHEET RD09
LAGER STREET
SEE SHEET RD02
\A1;53' ROW
\A1;4.5' WALK
Δ
Δ
\A1;9' EASEMENT
\A1;98.59\U+00B0'
RD07
PLAN AND PROFILE
MACKINAC STREET
J. Allen
J. Allen
1"=50'
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
R. Van Uffelen
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JUNE 18, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 41 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
06/18/14
REV
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH STREET,
SUITE A
WINDSOR, CO 80550
3760 E. 15th Street, Suite 202
Loveland, CO 80538
303.770.8884
303.770.3636
O
F
www.gallowayUS.com
Planning. Architecture. Engineering.
C 2014. Galloway & Company, Inc. All Rights Reserved
KEYMAP
DRY
CREEK
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
N
ROTATION: 0%%D
LEGEND:
PROPOSED STORM SEWER
EXISTING EDGE OF ASPHALT
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 SIDEWALKS AT MAXIMUM
SPACING OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE
DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
7.SEE SHEET CV01 FOR TYPICAL SECTIONS.
8.ALL ELEVATIONS ARE AT THE FLOWLINE OF CURB AND GUTTER OR BACK OF
SIDEWALK UNLESS NOTED OTHERWISE ON THE PLANS.
9.PCR INFORMATION IS PROVIDED FOR FLOWLINE.
10.SEE RDXX-RDXX FOR INTERSECTION DETAILS.
11.ALL SPOTS ARE AT FLOW LINE UNLESS NOTED OTHERWISE.
12.ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS
THE ELEVATION SHOWN PLUS 4800 OR 4900 FEET (96.97 = 4896.97 AND OR 00.71 =
4900.71).}
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
SAWCUT EASEMENT LINE LINE
PROPOSED SPOT ELEVATION 33.43
EXISTING SPOT ELEVATION (47.45)
MACKINAC STREET
CENTERLINE
HORIZ. SCALE: 1"=50'
VERT. SCALE: 1"=5"
STOUT STREET CL STA=15+13.49
\A1;53' ROW
\A1;4.5' WALK
BOCK STREET
LAGER STREET
SEE SHEET RD02
LAGER STREET
SEE SHEET RD02
Δ
\A1;9' EASEMENT
\A1;93.59\U+00B0'
RD06
PLAN AND PROFILE
BOCK STREET
J. Allen
J. Allen
1"=50'
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
R. Van Uffelen
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JUNE 18, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 41 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
06/18/14
REV
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH STREET,
SUITE A
WINDSOR, CO 80550
3760 E. 15th Street, Suite 202
Loveland, CO 80538
303.770.8884
303.770.3636
O
F
www.gallowayUS.com
Planning. Architecture. Engineering.
C 2014. Galloway & Company, Inc. All Rights Reserved
KEYMAP
DRY
CREEK
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
N
ROTATION: 0%%D
LEGEND:
PROPOSED STORM SEWER
EXISTING EDGE OF ASPHALT
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 SIDEWALKS AT MAXIMUM
SPACING OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE
DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
7.SEE SHEET CV01 FOR TYPICAL SECTIONS.
8.ALL ELEVATIONS ARE AT THE FLOWLINE OF CURB AND GUTTER OR BACK OF
SIDEWALK UNLESS NOTED OTHERWISE ON THE PLANS.
9.PCR INFORMATION IS PROVIDED FOR FLOWLINE.
10.SEE RDXX-RDXX FOR INTERSECTION DETAILS.
11.ALL SPOTS ARE AT FLOW LINE UNLESS NOTED OTHERWISE.
12.ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS
THE ELEVATION SHOWN PLUS 4800 OR 4900 FEET (96.97 = 4896.97 AND OR 00.71 =
4900.71).}
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
SAWCUT EASEMENT LINE LINE
PROPOSED SPOT ELEVATION 33.43
EXISTING SPOT ELEVATION (47.45)
BOCK STREET
CENTERLINE
HORIZ. SCALE: 1"=50'
VERT. SCALE: 1"=5"
\A1;4.5' WALK
LAGER STREET
SEE SHEET RD01
Δ
LAMBIC STREET Δ
Δ
\A1;9' EASEMENT \A1;99.51\U+00B0'
RD05
PLAN AND PROFILE
LAMBIC STREET
J. Allen
J. Allen
1"=50'
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
R. Van Uffelen
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JUNE 18, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 41 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
06/18/14
REV
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH STREET,
SUITE A
WINDSOR, CO 80550
3760 E. 15th Street, Suite 202
Loveland, CO 80538
303.770.8884
303.770.3636
O
F
www.gallowayUS.com
Planning. Architecture. Engineering.
C 2014. Galloway & Company, Inc. All Rights Reserved
KEYMAP
DRY
CREEK
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
N
ROTATION: 0%%D
LEGEND:
PROPOSED STORM SEWER
EXISTING EDGE OF ASPHALT
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 SIDEWALKS AT MAXIMUM
SPACING OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE
DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
7.SEE SHEET CV01 FOR TYPICAL SECTIONS.
8.ALL ELEVATIONS ARE AT THE FLOWLINE OF CURB AND GUTTER OR BACK OF
SIDEWALK UNLESS NOTED OTHERWISE ON THE PLANS.
9.PCR INFORMATION IS PROVIDED FOR FLOWLINE.
10.SEE RDXX-RDXX FOR INTERSECTION DETAILS.
11.ALL SPOTS ARE AT FLOW LINE UNLESS NOTED OTHERWISE.
12.ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS
THE ELEVATION SHOWN PLUS 4800 OR 4900 FEET (96.97 = 4896.97 AND OR 00.71 =
4900.71).}
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
SAWCUT EASEMENT LINE LINE
PROPOSED SPOT ELEVATION 33.43
EXISTING SPOT ELEVATION (47.45)
LAMBIC STREET
CENTERLINE
HORIZ. SCALE: 1"=50'
VERT. SCALE: 1"=5"
LOT 20
LOT 21
LOT 22
LOT 23
LOT 24
LOT 16
Δ
Δ
Δ
Δ Δ
DUNKEL STREET SEE
SHEET RD09
ALLEY B
SEE SHEET RD10
ALLEY C
SEE SHEET RD11
ALLEY E
SEE SHEET RD12
ALLEY G
SEE SHEET RD12
MEXICO WAY
SEE SHEET RD08
LOT 2
LOT 5
\A1;53' ROW
SAISON STREET
SAISON STREET
\A1;4.5' WALK
\A1;53' ROW
\A1;4.5' WALK
LOT 5
LOT 4
LOT 3
LOT 1
LOT 1 LOT 2 LOT 3 LOT 4 LOT 1 LOT 2 LOT 3 LOT 8
LOT 7
LAGER STREET
SEE SHEET RD02
STREET TRANSITION
END STOUT STREET CL STA=20+28.78
BEGIN SAISON STREET CL STA=20+28.78
CL INTERSECTION
SAISON STREET CL STA=22+83.47
DUNKEL STREET CL STA=12+53.00
CL INTERSECTION
SAISON STREET CL STA=24+42.97
ALLEY B CL STA=12+53.00
CL INTERSECTION
SAISON STREET CL STA=26+27.09
MEXICO WAY CL STA=10+00.00
CL INTERSECTION
SAISON STREET CL STA=27+62.28
ALLEY C CL STA=12+68.98
CL INTERSECTION
SAISON STREET CL STA=30+31.58
LAGER STREET CL STA=24+35.04
Δ
RD04
PLAN AND PROFILE
SAISON STREET
J. Allen
J. Allen
1"=50'
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
R. Van Uffelen
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JUNE 18, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 41 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
06/18/14
REV
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH STREET,
SUITE A
WINDSOR, CO 80550
3760 E. 15th Street, Suite 202
Loveland, CO 80538
303.770.8884
303.770.3636
O
F
www.gallowayUS.com
Planning. Architecture. Engineering.
C 2014. Galloway & Company, Inc. All Rights Reserved
KEYMAP
DRY
CREEK
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
N
ROTATION: 0%%D
LEGEND:
PROPOSED STORM SEWER
EXISTING EDGE OF ASPHALT
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 SIDEWALKS AT MAXIMUM
SPACING OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE
DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
7.SEE SHEET CV01 FOR TYPICAL SECTIONS.
8.ALL ELEVATIONS ARE AT THE FLOWLINE OF CURB AND GUTTER OR BACK OF
SIDEWALK UNLESS NOTED OTHERWISE ON THE PLANS.
9.PCR INFORMATION IS PROVIDED FOR FLOWLINE.
10.SEE RDXX-RDXX FOR INTERSECTION DETAILS.
11.ALL SPOTS ARE AT FLOW LINE UNLESS NOTED OTHERWISE.
12.ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS
THE ELEVATION SHOWN PLUS 4800 OR 4900 FEET (96.97 = 4896.97 AND OR 00.71 =
4900.71).}
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
SAWCUT EASEMENT LINE LINE
PROPOSED SPOT ELEVATION 33.43
EXISTING SPOT ELEVATION (47.45)
SAISON STREET
CENTERLINE
HORIZ. SCALE: 1"=50'
VERT. SCALE: 1"=5"
LINE
MATCH STA
19+50
MATCH LINE RD03 STA 19+50
SEE SHEET RD07
CL INTERSECTION
STOUT STREET CL STA=10+00.00
LAGER STREET CL STA=10+00.00
STOUT STREET
Δ Δ Δ
Δ Δ
Δ
Δ
Δ
CL INTERSECTION
STOUT STREET CL STA=12+50.49
LAMBIC STREET CL STA=10+00.00
CL INTERSECTION
STOUT STREET CL STA=15+13.49
BOCK STREET CL STA=10+00.00
CL INTERSECTION
STOUT STREET CL STA=17+76.49
MACKINAC STREET CL STA=13+68.70
\A1;4.5' WALK
\A1;53' ROW
\A1;4.5' WALK
STREET TRANSITION
END STOUT STREET CL STA=20+28.78
BEGIN SAISON STREET CL STA=20+28.78
\A1;9' EASEMENT
\A1;9' EASMENT
RD03
PLAN AND PROFILE
STOUT STREET
J. Allen
J. Allen
1"=50'
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
R. Van Uffelen
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JUNE 18, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 41 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
06/18/14
REV
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH STREET,
SUITE A
WINDSOR, CO 80550
3760 E. 15th Street, Suite 202
Loveland, CO 80538
303.770.8884
303.770.3636
O
F
www.gallowayUS.com
Planning. Architecture. Engineering.
C 2014. Galloway & Company, Inc. All Rights Reserved
KEYMAP
DRY
CREEK
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
MATCH LINE STA
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
N
ROTATION: 90%%D
LEGEND:
PROPOSED STORM SEWER
EXISTING EDGE OF ASPHALT
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 SIDEWALKS AT MAXIMUM
SPACING OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE
DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
7.SEE SHEET CV01 FOR TYPICAL SECTIONS.
8.ALL ELEVATIONS ARE AT THE FLOWLINE OF CURB AND GUTTER OR BACK OF
SIDEWALK UNLESS NOTED OTHERWISE ON THE PLANS.
9.PCR INFORMATION IS PROVIDED FOR FLOWLINE.
10.SEE RDXX-RDXX FOR INTERSECTION DETAILS.
11.ALL SPOTS ARE AT FLOW LINE UNLESS NOTED OTHERWISE.
12.ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS
THE ELEVATION SHOWN PLUS 4800 OR 4900 FEET (96.97 = 4896.97 AND OR 00.71 =
4900.71).}
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
SAWCUT EASEMENT LINE LINE
PROPOSED SPOT ELEVATION 33.43
EXISTING SPOT ELEVATION (47.45)
STOUT STREET
CENTERLINE
HORIZ. SCALE: 1"=50'
VERT. SCALE: 1"=5"
LINE
MATCH STA
19+50
RD04 19+50
LOT 13 LOT 14
TRACT B
TRACT B
TRACT B
BLOCK 3
BLOCK 3
BLOCK 7
BLOCK 7
LOT 21
LOT 22
LOT 23
LOT 18
LOT 17
LOT 16
CL INTERSECTION
LAGER STREET CL STA=18+66.77
BOCK STREET CL STA=16+90.41 CL INTERSECTION
LAGER STREET CL STA=21+89.15
MACKINAC STREET CL STA=22+34.66
CL INTERSECTION
LAGER STREET CL STA=24+35.04
SAISON STREET CL STA=30+31.58
CL INTERSECTION
LAGER STREET CL STA=23+02.52
ALLEY D CL STA=12+34.72
BOCK STREET
SEE SHEET RD06
\A1;53' ROW
MACKINAC
STREET
SEE SHEET
RD07
ALLEY D
SEE SHEET RD11
LAGER STREET
SAISON STREET
SEE SHEET RD04
Δ Δ Δ
Δ
BOCK STREET
MACKINAC STREET
SAISON STREET
\A1;4.5' WALK
\A1;9' EASEMENT
\A1;93.59\U+00B0'
\A1;98.59\U+00B0'
RD02
PLAN AND PROFILE
LAGER STREET
J. Allen
J. Allen
1"=50'
KEYMAP
DRY
CREEK
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
N
ROTATION: 56%%D
LEGEND:
PROPOSED STORM SEWER
EXISTING EDGE OF ASPHALT
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 SIDEWALKS AT MAXIMUM
SPACING OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE
DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
7.SEE SHEET CV01 FOR TYPICAL SECTIONS.
8.ALL ELEVATIONS ARE AT THE FLOWLINE OF CURB AND GUTTER OR BACK OF
SIDEWALK UNLESS NOTED OTHERWISE ON THE PLANS.
9.PCR INFORMATION IS PROVIDED FOR FLOWLINE.
10.SEE RDXX-RDXX FOR INTERSECTION DETAILS.
11.ALL SPOTS ARE AT FLOW LINE UNLESS NOTED OTHERWISE.
12.ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS
THE ELEVATION SHOWN PLUS 4800 OR 4900 FEET (96.97 = 4896.97 AND OR 00.71 =
4900.71).}
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
SAWCUT EASEMENT LINE LINE
PROPOSED SPOT ELEVATION 33.43
EXISTING SPOT ELEVATION (47.45)
LAGER STREET
CENTERLINE
HORIZ. SCALE: 1"=50'
VERT. SCALE: 1"=5"
LINE
MATCH
STA
18+50
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
R. Van Uffelen
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JUNE 18, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 41 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
06/18/14
REV
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH STREET,
SUITE A
WINDSOR, CO 80550
3760 E. 15th Street, Suite 202
Loveland, CO 80538
303.770.8884
303.770.3636
O
F
www.gallowayUS.com
Planning. Architecture. Engineering.
C 2014. Galloway & Company, Inc. All Rights Reserved
MATCH LINE RD01 STA 18+50
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 16
LOT 17
LOT 18
LOT 20
LOT 19
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT
8
LOT 12
LOT 13
LOT 14
LOT 15
LOT 16
LOT 17
LOT 18
BLOCK 5
BLOCK 5
TRACT D
BLOCK 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
LOT 19
LOT 20
TRACT B
BLOCK 3
TRACT B
TRACT B
TRACT B
BLOCK 3
BLOCK 3
CL INTERSECTION
LAGER STREET CL STA=10+00.00
STOUT STREET CL STA=10+00.00
CL INTERSECTION
LAGER STREET CL STA=18+66.77
BOCK STREET CL STA=16+90.41
CL INTERSECTION
LAGER STREET CL STA=15+95.72
LAMBIC STREET CL STA=15+27.07
BOCK STREET
SEE SHEET RD06
LAMBIC STREET
SEE SHEET RD05
\A1;53' ROW
4.5'
WALK
\A1;53' ROW
\A1;4.5' WALK
STOUT STREET
SEE SHEET RD03
Δ
Δ
Δ
Δ Δ
LAMBIC STREET
\A1;9' EASEMENT
\A1;9' EASEMENT
LAMBIC STREET
BOCK STREET
\A1;99.51\U+00B0'
\A1;93.59\U+00B0'
\A1;98.59\U+00B0'
RD01
PLAN AND PROFILE
LAGER STREET
J. Allen
J. Allen
1"=50'
KEYMAP
DRY
CREEK
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
MATCH LINE STA
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
N
ROTATION: 56%%D
LEGEND:
PROPOSED STORM SEWER
EXISTING EDGE OF ASPHALT
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 SIDEWALKS AT MAXIMUM
SPACING OF 50 FEET.
5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE
DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
6.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS.
7.SEE SHEET CV01 FOR TYPICAL SECTIONS.
8.ALL ELEVATIONS ARE AT THE FLOWLINE OF CURB AND GUTTER OR BACK OF
SIDEWALK UNLESS NOTED OTHERWISE ON THE PLANS.
9.PCR INFORMATION IS PROVIDED FOR FLOWLINE.
10.SEE RDXX-RDXX FOR INTERSECTION DETAILS.
11.ALL SPOTS ARE AT FLOW LINE UNLESS NOTED OTHERWISE.
12.ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS
THE ELEVATION SHOWN PLUS 4800 OR 4900 FEET (96.97 = 4896.97 AND OR 00.71 =
4900.71).}
PROPOSED STORM INLET
PROPERTY BOUNDARY
PROPOSED LOT LINE
SAWCUT EASEMENT LINE LINE
PROPOSED SPOT ELEVATION 33.43
EXISTING SPOT ELEVATION (47.45)
LAGER STREET
CENTERLINE
HORIZ. SCALE: 1"=50'
VERT. SCALE: 1"=5"
LINE
MATCH
STA
18+50
RD02 18+50
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
R. Van Uffelen
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JUNE 18, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 41 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
06/18/14
REV
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH STREET,
SUITE A
WINDSOR, CO 80550
3760 E. 15th Street, Suite 202
Loveland, CO 80538
303.770.8884
303.770.3636
O
F
www.gallowayUS.com
Planning. Architecture. Engineering.
C 2014. Galloway & Company, Inc. All Rights Reserved
SAN SAN SAN SAN
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
T
T
T T
T
T
T T
T
T
T T
WTR
WTR
WTR
WTR
WTR
WTR
WTR WTR
WTR
TV
TV
TV TV
TV
TV
TV
TV
TV
TV
TV
TV
TV
TV TV TV TV
E
T
E
E
E
E E
LOT 3
LOT 4
W 8'' W 8'' W 8'' W 8''
W 8''
W 8'' W 8'' W 8''
W 8'' W 8'' W 8'' W 8'' W 8'' W 8''
W 8'' W 8''
W 8'' W 8'' W 8'' W 8'' W 8''
SS 10"
SS 10"
SS 10"
SS 10"
SS 10"
SS 10"
SS 10"
SS 10"
SS 10"
SS 10" SS 10"
SS 10"
SS 10"
SS 10" SS 10" SS 10" SS 10"
SS 10" SS 10"
X
X X
X
X X X
X X
SDMH SO5
4' DIA FLAT TOP SDMH
STA 20+12.78
N: 1458823.03
E: 3129431.08
SDMH SO4
4' DIA FLAT TOP SDMH
STA 15+56.42
N: 1458366.70
E: 3129425.43
SDMH SO2
4' DIA FLAT TOP SDMH
STA 11+20.06
N: 1457930.39
E: 3129419.20
POND B OUTLET STRUCTURE
OUTLET STRUCTURE
STA 21+20.70
N: 1458856.31
E: 3129328.41
FES SO1
FES
STA 10+00.00
N: 1457822.78
E: 3129472.44
107.92 LF
24" RCP
@ 0.20%
SDMH SO3
4' DIA FLAT TOP SDMH
STA 11+84.14
N: 1457994.47
E: 3129420.12
SD03
PLAN AND PROFILE
STORM DRAIN OUTLET
A. Cronin
A. Cronin
1"=50'
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
STORM OUTLET
KEYMAP
DRY
CREEK
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
PROPOSED RIGHT-OF-WAY
W
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR
ALL UNKNOWN UNDERGROUND UTILITIES.
2.ALL JOINTS ON ELLIPTICAL PIPES SHALL BE TONGUE AND GROOVE WITH
FLEXIBLE JOINT SEAL COMPOUND STANDARD WITH THE PIPE MANUFACTURER
AND AS APPROVED BY CITY INSPECTOR.
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.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. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE)
OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER.
ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT
WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC
PIPE).
5.ALL STORM MANHOLES LOCATED IN SIDEWALKS AND TRAILS SHALL HAVE
PEDESTRIAN RATED LIDS.
6.MANHOLE DIAMETERS SHOWN ARE THE MINIMUM SIZE PER CITY
STANDARD DETAIL D-3. CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE
DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF
INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.).
7.SEE DETAILS FOR RIPRAP PAD SIZING.
8.PROVIDE WATER TIGHT JOINTS PER ASTM C443 AT ALL CIRCULAR STORM
PIPE.
9.MANHOLES MAY NOT BE SHAPED UNLESS OTHERWISE NOTED. REFER TO
PLAN VIEW FOR SHAPED MANHOLES.
10.SANITARY SEWER INVERTS ARE SHOWN FOR INFORMATION ONLY. SEE
SHEET SS01-SS10 FOR FINAL ELEVATIONS.
11.WATERLINE INVERTS ARE SHOWN FOR INFORMATION ONLY. THE
CONTRACTOR SHALL VERIFY WATERLINE PLACEMENT SUCH THAT 18"
W
G
T
FO
EXISTING STORM SEWER
ST
EXISTING AT&T FIBER OPTIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER SS
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
PROPOSED ELECTRIC E
PROPOSED RESIDETIAL SERVICE
FUTURE LOTLINE
FUTURE RIGHT-OF-WAY
M
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
R. Van Uffelen
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JUNE 18, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 41 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
06/18/14
REV
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH STREET,
SUITE A
WINDSOR, CO 80550
3760 E. 15th Street, Suite 202
Loveland, CO 80538
303.770.8884
303.770.3636
O
F
www.gallowayUS.com
Planning. Architecture. Engineering.
C 2014. Galloway & Company, Inc. All Rights Reserved
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
N
ROTATION: 90%%D
SS 8''
SS 8'' SS 8''
INLET B1
5' TYPE R INLET
STA 10+74.11
N: 1458952.75
E: 3129406.08
INLET B2
5' TYPE R INLET
STA 11+24.11
N: 1458952.74
E: 3129456.08
FES B
STA 10+00.00
N: 1458903.46
E: 3129350.73
MEXICO WAY
INLET A2-1
2'X2' AREA INLET
STA 12+07.12
N: 1459063.26
E: 3129576.75
4910
4915
4920
4925
4930
4935
4940
4945
4950
4910
4915
4920
4925
4930
4935
4940
4945
4950
9+50 10+00 11+00 12+00 12+50
FES PC-C
CONC FES
STA 10+00.00
INV. 4926.96 (E)
FES PC-C1
CONC FES
STA 11+84.57
INV. 4927.64 (W)
\A1;1.54' \A1;3.22'
X X X X X X
BLOCK 7
LOT 2 LOT 1
LOT 1
LOT 2
LOT 3
LOT 4
LOT
10
LOT
15
W 8''
W 8'' W 8'' W 8'' W 8'' W 8'' W 8''
SS 8'' SS 8'' SS 8''
W 8'' W 8'' W 8'' W 8'' W 8''
W 8''
W 8''
SS 10" SS 10"
SS 10" SS 10" SS 10" SS 10"
SS 8'' SS 8'' SS 8''
W 8''
W 8''
W 8''
W 8''
SS 8''
SS 8''
SS 8''
FES PC-C
CONC FES
STA 10+00.00
N: 1458882.53
E: 3129352.78
FES PC-C1
CONC FES
STA 11+84.57
N: 1458858.14
E: 3129535.74
MEXICO WAY
INLET A2-1
2'X2' AREA INLET
STA 12+07.12
N: 1459063.26
E: 3129576.75
4910
4915
4920
4925
4930
4935
4940
4945
4910
4915
4920
4925
4930
4935
4940
4945
11+50 11+00 10+00 9+00
INLET SO3-2
5' TYPE R INLET
STA 10+50.00
RIM 4929.6±
INV. OUT 4925.16 (E)
SDMH SO3
4' DIA FLAT TOP SDMH
STA 10+25.00
RIM 4930.3±
INV. IN 4925.04 (N)
INV. IN 4925.04 (E)
INV. IN 4925.04 (W)
INV. OUT 4925.04 (S)
INLET SO3-1
5' TYPE R INLET
STA 10+00.00
RIM 4929.6±
INV. OUT 4925.16 (W)
SAN SAN
GAS
GAS
T
T
T
WTR
WTR
TV
TV
TV
TV TV
E T
E
W 8'' W 8'' W 8'' W 8'' W 8''
SS 10"
SS 10"
SS 10"
SS 10"
MEXICO WAY
INLET SO3-1
5' TYPE R INLET
STA 10+00.00
N: 1457994.11
E: 3129445.11
INLET SO3-2
5' TYPE R INLET
STA 10+50.00
N: 1457994.82
E: 3129395.12
SDMH SO3
4' DIA FLAT TOP SDMH
STA ???
N: 1457994.47
E: 3129420.12
SD02
CONNECTION PLAN AND PROFILE
STORM DRAIN B, AND POND
A. Cronin
A. Cronin
1"=50'
KEYMAP
DRY
CREEK
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
PROPOSED RIGHT-OF-WAY
W
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR
ALL UNKNOWN UNDERGROUND UTILITIES.
2.ALL JOINTS ON ELLIPTICAL PIPES SHALL BE TONGUE AND GROOVE WITH
FLEXIBLE JOINT SEAL COMPOUND STANDARD WITH THE PIPE MANUFACTURER
AND AS APPROVED BY CITY INSPECTOR.
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.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. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE)
OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER.
ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT
WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC
PIPE).
5.ALL STORM MANHOLES LOCATED IN SIDEWALKS AND TRAILS SHALL HAVE
PEDESTRIAN RATED LIDS.
6.MANHOLE DIAMETERS SHOWN ARE THE MINIMUM SIZE PER CITY
STANDARD DETAIL D-3. CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE
DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF
INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.).
7.SEE DETAILS FOR RIPRAP PAD SIZING.
8.PROVIDE WATER TIGHT JOINTS PER ASTM C443 AT ALL CIRCULAR STORM
PIPE.
9.MANHOLES MAY NOT BE SHAPED UNLESS OTHERWISE NOTED. REFER TO
PLAN VIEW FOR SHAPED MANHOLES.
10.SANITARY SEWER INVERTS ARE SHOWN FOR INFORMATION ONLY. SEE
SHEET SS01-SS10 FOR FINAL ELEVATIONS.
11.WATERLINE INVERTS ARE SHOWN FOR INFORMATION ONLY. THE
CONTRACTOR SHALL VERIFY WATERLINE PLACEMENT SUCH THAT 18"
W
G
T
FO
EXISTING STORM SEWER
ST
EXISTING AT&T FIBER OPTIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER SS
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
PROPOSED ELECTRIC E
PROPOSED RESIDETIAL SERVICE
FUTURE LOTLINE
FUTURE RIGHT-OF-WAY
M
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
R. Van Uffelen
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JUNE 18, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 41 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
06/18/14
REV
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH STREET,
SUITE A
WINDSOR, CO 80550
3760 E. 15th Street, Suite 202
Loveland, CO 80538
303.770.8884
303.770.3636
O
F
www.gallowayUS.com
Planning. Architecture. Engineering.
C 2014. Galloway & Company, Inc. All Rights Reserved
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 300
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
N
ROTATION: 0%%D
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
N
ROTATION: 0%%D
POND CONNECTION STORM DRAIN B
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
N
ROTATION: 0%%D
STORM DRAIN SO2
LOT
24
W 8'' W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
SS 10" SS 10" SS 10" SS 10"
SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8''
W 8'' W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
SS 8'' SS 8''
SS 8''
SS 8''
SS 8''
SS 8''
SS 8'' SS 8''
SS 8''
W 8''
SAISON STREET
INLET A2-1
2'X2' AREA INLET
STA 12+07.12
N: 1459063.26
E: 3129576.75
SDMH A2
5' DIA FLAT TOP SDMH
STA 12+07.36
N: 1459068.31
E: 3129593.10
X X
X X X X X X X
BLOCK 7
BLOCK 8
TRACT H
TRACT I
TRACT J
TRACT K
TRACT L
LOT 1
LOT 2
LOT 3
LOT 4 LOT
15
LOT
16
LOT
17
LOT
18
LOT 9
LOT 8
LOT 7
LOT 6
LOT 5
LOT
12
LOT
13
LOT
14
LOT
15
LOT
20
LOT
21
LOT
22
LOT
23
LOT
24
W 8'' W 8'' W 8'' W 8'' W 8''
SS 8''
SS 8''
W 8'' W 8'' W 8''
W 8''
W 8'' W 8''
W 8''
W 8''
W 8''
W 8''
SS 10" SS 10" SS 10" SS 10"
SS 8'' SS 8'' SS 8'' SS 8'' SS 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
SS 8''
SS 8''
SS 8'' SS 8'' SS 8''
SS 8'' SS 8''
SS 8'' SS 8''
SS 8''
SS 8''
W 8''
W 8''
STA ???
N: 1459189.75
E: 3129852.88
SAISON STREET
MEXICO WAY
SDMH A2
5' DIA FLAT TOP SDMH
STA 12+07.36
N: 1459068.31
E: 3129593.10
SDMH A1
5' DIA FLAT TOP SDMH
STA 10+55.21
N: 1458922.35
E: 3129636.02
FES A
CONC FES
STA 10+00.00
N: 1458875.48
E: 3129606.83
INLET A3
5' TYPE R INLET
STA 12+31.18
N: 1459091.07
E: 3129586.09
INLET A4
5' TYPE R INLET
STA 12+62.84
N: 1459121.33
E: 3129576.72
AREA INLET A5
2'X2' AREA INLET
STA 12+89.90
N: 1459136.27
E: 3129554.17
4910
4915
4920
4925
4930
4935
4940
4945
4910
4915
4920
4925
4930
4935
4940
4945
14+00 13+00 12+00 11+00 10+00 9+00
FES A
CONC FES
STA 10+00.00
RIM 4930.4±
INV. IN 4928.01 (NE)
SDMH A1
5' DIA FLAT TOP SDMH
STA 10+55.21
RIM 4934.2±
INV. IN 4928.12 (N)
INV. OUT 4928.12 (SW)
SDMH A2
5' DIA FLAT TOP SDMH
STA 12+07.36
RIM 4933.8±
INV. IN 4928.92 (N)
INV. IN 4928.42 (W)
INV. OUT 4928.42 (S)
INLET A3
5' TYPE R INLET
STA 12+31.18
RIM 4933.5±
INV. IN 4928.97 (N)
INV. OUT 4928.97 (S)
INLET A4
5' TYPE R INLET
STA 12+62.84
RIM 4933.5±
INV. IN 4929.03 (NW)
INV. OUT 4929.03 (S)
AREA INLET A5
2'X2' AREA INLET
STA 12+89.90
RIM 4933.7±
INV. OUT 4929.09 (SE)
SD01
PLAN AND PROFILE
STORM DRAIN A, A2
J. Prelog
N. Whitcomb
1"=50'
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
STORM DRAIN A2
KEYMAP
DRY
CREEK
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
PROPOSED RIGHT-OF-WAY
W
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR
ALL UNKNOWN UNDERGROUND UTILITIES.
2.ALL JOINTS ON ELLIPTICAL PIPES SHALL BE TONGUE AND GROOVE WITH
FLEXIBLE JOINT SEAL COMPOUND STANDARD WITH THE PIPE MANUFACTURER
AND AS APPROVED BY CITY INSPECTOR.
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.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. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE)
OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER.
ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT
WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC
PIPE).
5.ALL STORM MANHOLES LOCATED IN SIDEWALKS AND TRAILS SHALL HAVE
PEDESTRIAN RATED LIDS.
6.MANHOLE DIAMETERS SHOWN ARE THE MINIMUM SIZE PER CITY
STANDARD DETAIL D-3. CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE
DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF
INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.).
7.SEE DETAILS FOR RIPRAP PAD SIZING.
8.PROVIDE WATER TIGHT JOINTS PER ASTM C443 AT ALL CIRCULAR STORM
PIPE.
9.MANHOLES MAY NOT BE SHAPED UNLESS OTHERWISE NOTED. REFER TO
PLAN VIEW FOR SHAPED MANHOLES.
10.SANITARY SEWER INVERTS ARE SHOWN FOR INFORMATION ONLY. SEE
SHEET SS01-SS10 FOR FINAL ELEVATIONS.
11.WATERLINE INVERTS ARE SHOWN FOR INFORMATION ONLY. THE
CONTRACTOR SHALL VERIFY WATERLINE PLACEMENT SUCH THAT 18"
W
G
T
FO
EXISTING STORM SEWER
ST
EXISTING AT&T FIBER OPTIC
EXISTING TELEPHONE
EXISTING GAS
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER SS
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
PROPOSED ELECTRIC E
PROPOSED RESIDETIAL SERVICE
FUTURE LOTLINE
FUTURE RIGHT-OF-WAY
M
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
R. Van Uffelen
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JUNE 18, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 41 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
06/18/14
REV
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH STREET,
SUITE A
WINDSOR, CO 80550
3760 E. 15th Street, Suite 202
Loveland, CO 80538
303.770.8884
303.770.3636
O
F
www.gallowayUS.com
Planning. Architecture. Engineering.
C 2014. Galloway & Company, Inc. All Rights Reserved
( IN FEET )
1 inch = ft.
50 0 50 Feet
50
100 150
N
ROTATION: 0%%D
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
N
ROTATION: 90%%D
STORM DRAIN A
40.00 LF
8" PVC
@ 0.44%
SSMH 6-1A
STA 10+40.00
N: 1458944.56
E: 3129608.22
STORM DRAIN A
SEE SHEET SD01
POND CONNECTION
SEE SHEET SD03
SANITARY SEWER LINE 6
SEE SHEET SD06
4910
4915
4920
4925
4930
4935
4940
4945
4950
4910
4915
4920
4925
4930
4935
4940
4945
4950
9+50 10+00 11+00 11+50
SSMH 6-1
STA 10+00.00
RIM 4933.5±
INV. IN 4925.19 (E)
INV. IN 4925.19 (S)
INV. OUT 4924.99 (N)
DEPTH 8.48'
SSMH 6-1A
STA 10+40.00
RIM 4933.7±
INV. OUT 4925.37 (N)
DEPTH 8.31'
LOT
25
LOT
19
LOT
20
LOT
21
LOT
22
LOT
10
LOT 9
LOT 8
LOT
12
LOT
11
LOT
13
LOT
14
LOT
LOT
24
SS 8''
W 8''
W 8'' W 8''
W 8''
W 8''
SS 8'' SS 8''
SS 8''
SS 8''
SS 8''
W 8''
X
X
X
X
X
X
X X
TRACT L
TRACT B
SSMH 6-4
STA 15+13.90 (Sanitary 6)
STA 10+00.00 (Sanitary 6-4)
N: 1459159.46
E: 3129922.94
35.60 LF
8" PVC
@ 0.44%
SSMH 6-4.1
STA 10+35.60
N: 1459187.03
E: 3129900.41
SANITARY SEWER LINE 6
SEE SHEET SS06
SANITARY SEWER LINE 1
SEE SHEET SS02
SS11
PLAN AND PROFILE
SANITARY SEWER LINES 6-1 & 6-4
A. Cronin
A. Cronin
1"=50'
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
W
G
T
EXISTING STORM SEWER
ST
EXISTING GAS
EXISTING TELEPHONE
EXISTING GAS
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
PROPOSED ELECTRIC E
PROPOSED RESIDETIAL SERVICE M
“
”
16" G
W 8"
SS 8"
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
R. Van Uffelen
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JUNE 18, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 41 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
06/18/14
REV
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH STREET,
SUITE A
WINDSOR, CO 80550
3760 E. 15th Street, Suite 202
Loveland, CO 80538
303.770.8884
303.770.3636
O
F
www.gallowayUS.com
Planning. Architecture. Engineering.
C 2014. Galloway & Company, Inc. All Rights Reserved
KEYMAP
DRY
CREEK
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
SANITARY SEWER LINE 6-4
( IN FEET )
1 inch = ft.
0 Feet
SHEET SIZE 24x36
100 150
50
50 50
MANAGER
DATE:
APPROVED:
DATE:
APPROVED:
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
SYSTEMS ENGINEER
GENERAL MANAGER
REVIEWED BY:
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS.
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
SS11
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
SANITARY SEWER LINE 6-1
N
ROTATION: 75%%D
N
ROTATION: 60%%D
X
X
GAS GAS GAS
GAS GAS
GAS
16" G 16" G 16" G 16" G 16" G 16" G
50' BUFFER
TOP OF SLOPE
BLOCK 3
BLOCK 4
BLOCK 2
TRACT D
TRACT C
TRACT B
TRACT B
BLOCK 2
BLOCK 2
SSMH-11
STA 10+00.00 (Sanitary 11)
STA 34+71.42 (Sanitary 1)
N: 1459924.24
E: 3129335.87
SANITARY SEWER LINE 5
SEE SHEET SS05
154.70 LF 8" PVC @ 0.44%
SSMH 11-1
STA 11+54.70
N: 1459859.78
E: 3129195.24
324.72 LF 8" PVC @ 0.44%
SSMH 11-2
STA 14+79.42
N: 1459859.69
E: 3128870.52
SANITARY SEWER LINE 1
SEE SHEET SS02
LOT 7 LOT 8 LOT 9 LOT0 LOT
11
LOT
12
LOT
13
LOT
14
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5
LOT 6
LOT
10
LOT
11
LOT
12
LOT
13
LOT
14
LOT
15
LOT
16
LOT
17
LOT
18
LOT
17
LOT
16
LOT
15
LOT
14
LOT
13
LOT
12
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6
LOT 7
LOT 8
LOT
17
LOT
18
LAMBIC STREET
LAGER STREET
STOUT STREET
SS10
PLAN AND PROFILE
SANITARY SEWER LINES 11
J. Prelog
N. Whitcomb
1"=50'
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
W
G
T
EXISTING STORM SEWER
ST
EXISTING GAS
EXISTING TELEPHONE
EXISTING GAS
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
PROPOSED ELECTRIC E
PROPOSED RESIDETIAL SERVICE M
“
”
16" G
W 8"
SS 8"
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
R. Van Uffelen
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JUNE 18, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 41 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
06/18/14
REV
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH STREET,
SUITE A
WINDSOR, CO 80550
3760 E. 15th Street, Suite 202
Loveland, CO 80538
303.770.8884
303.770.3636
O
F
www.gallowayUS.com
Planning. Architecture. Engineering.
C 2014. Galloway & Company, Inc. All Rights Reserved
KEYMAP
DRY
CREEK
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
N
ROTATION: 0%%D
SANITARY SEWER LINE 11
( IN FEET )
1 inch = ft.
0 Feet
SHEET SIZE 24x36
100 150
50
50 50
MANAGER
DATE:
APPROVED:
DATE:
APPROVED:
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
SYSTEMS ENGINEER
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
SS10
GENERAL MANAGER
REVIEWED BY:
DATE:
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS.
W 8''
W 8''
W 8'' W 8''
W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8''
X
X X X X
GAS
GAS GAS GAS GAS
16" G 16" G 16" G 16" G 16" G 16" G 16" G
50' BUFFER
BLOCK 4
BLOCK 2
TRACT E
BLOCK 5
TRACT D
TRACT B
SSMH-10
STA 10+00.00 (Sanitary 10)
STA 32+00.44 (Sanitary 1)
N: 1459699.94
E: 3129487.92
SANITARY SEWER LINE 1
SEE SHEET SS02
169.92 LF 8" PVC @ 0.44%
SSMH 10 - 1
STA 11+69.92
N: 1459613.58
E: 3129341.58
119.07 LF 8" PVC @ 0.44%
SSMH 10 - 2
STA 12+88.99
N: 1459596.79
E: 3129223.70
352.75 LF 8" PVC @ 0.44%
SSMH 10 - 3
STA 16+41.74
N: 1459596.70
E: 3128870.95
SANITARY SEWER LINE 5
SEE SHEET SS05
LOT
14
LOT
15
LOT
16
LOT
17
LOT
18
LOT
19
LOT
20
LOT
21
LOT
14
LOT
13
LOT
12
LOT
11
LOT
10
LOT 9
LOT 8
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
16
LOT
17
LOT
18
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
26
BOCK STREET
LAGER STREET
STOUT STREET
SS09
PLAN AND PROFILE
SANITARY SEWER LINES 10
J. Prelog
N. Whitcomb
1"=50'
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
W
G
T
EXISTING STORM SEWER
ST
EXISTING GAS
EXISTING TELEPHONE
EXISTING GAS
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
PROPOSED ELECTRIC E
PROPOSED RESIDETIAL SERVICE M
“
”
16" G
W 8"
SS 8"
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
R. Van Uffelen
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JUNE 18, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 41 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
06/18/14
REV
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH STREET,
SUITE A
WINDSOR, CO 80550
3760 E. 15th Street, Suite 202
Loveland, CO 80538
303.770.8884
303.770.3636
O
F
www.gallowayUS.com
Planning. Architecture. Engineering.
C 2014. Galloway & Company, Inc. All Rights Reserved
KEYMAP
DRY
CREEK
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
N
ROTATION: 0%%D
SANITARY SEWER LINE 10
( IN FEET )
1 inch = ft.
0 Feet
SHEET SIZE 24x36
100 150
50
50 50
MANAGER
DATE:
APPROVED:
DATE:
APPROVED:
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
SYSTEMS ENGINEER
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
SS09
GENERAL MANAGER
REVIEWED BY:
DATE:
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS.
SS 8''
SS 8'' SS 8''
SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8''
SS 8''
SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8''
W 8''
W 8'' W 8'' W 8'' W 8'' W 8''
W 8''
W 8'' W 8'' W 8''
W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8''
W 8''
W 8''
W 8''
SS 8''
W 8'' W 8'' W 8''
SS 8''
SS 8''
W 8''
W 8''
W 8''
SS 8''
W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8''
X
X
X X
GAS GAS GAS
GAS GAS
GAS
SSMH-9
STA 10+00.00 (Sanitary 9)
STA 28+78.00 (Sanitary 1)
N: 1459433.04
E: 3129668.84
184.03 LF 8" PVC @ 0.44%
SSMH 9-1
STA 11+84.03
N: 1459353.68
E: 3129502.80
140.78 LF 8" PVC @ 0.44%
SSMH 9-2
STA 13+24.82
N: 1459333.82
E: 3129363.42
206.47 LF 8" PVC @ 0.44%
SSMH 9-3
STA 15+31.28
N: 1459333.77
E: 3129156.96
SANITARY SEWER LINE 1
SEE SHEET SS02
290.49 LF 8" PVC @ 0.44%
SSMH 9-4
STA 18+21.77
N: 1459333.69
E: 3128866.47
MAKINAC STREET
LAGER STREET
STOUT STREET
DUNKEL STREET
LOT
34
LOT
35
LOT
36
LOT
37
LOT
38
LOT
39
LOT
40
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
26
LOT
25
LOT
24
LOT
23
LOT
13 LOT
14
LOT
15
LOT
16
LOT
17
LOT
18
LOT
19
LOT
20
LOT
21 LOT
22
LOT 1 LOT 2 LOT 3 LOT 4
LOT 1 LOT 2 LOT 3 LOT 8
LOT 7
LOT
11
LOT
12
LOT
13 LOT
20
LOT
21
LOT
22
LOT
23
LOT
24
LOT
19
LOT
18
LOT
LOT 17
16
SS08
PLAN AND PROFILE
SANITARY SEWER LINES 9
J. Prelog
N. Whitcomb
1"=50'
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
W
G
T
EXISTING STORM SEWER
ST
EXISTING GAS
EXISTING TELEPHONE
EXISTING GAS
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
PROPOSED ELECTRIC E
PROPOSED RESIDETIAL SERVICE M
“
”
16" G
W 8"
SS 8"
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
R. Van Uffelen
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JUNE 18, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 41 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
06/18/14
REV
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH STREET,
SUITE A
WINDSOR, CO 80550
3760 E. 15th Street, Suite 202
Loveland, CO 80538
303.770.8884
303.770.3636
O
F
www.gallowayUS.com
Planning. Architecture. Engineering.
C 2014. Galloway & Company, Inc. All Rights Reserved
KEYMAP
DRY
CREEK
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
N
ROTATION: 0%%D
SANITARY SEWER LINE 9
( IN FEET )
1 inch = ft.
0 Feet
SHEET SIZE 24x36
100 150
50
50 50
MANAGER
DATE:
APPROVED:
DATE:
APPROVED:
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
SYSTEMS ENGINEER
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
SS08
GENERAL MANAGER
REVIEWED BY:
DATE:
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS.
W 8'' W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
SS 8''
SS 8''
SS 8''
SS 8''
SS 8'' SS 8''
SS 8''
SS 8''
SS 8''
W 8''
SSMH-6
STA 23+58.30 (Sanitary 1)
STA 10+00.00 (Sanitary 6)
N: 1459105.75
E: 3129558.37
SSMH 6A-1
STA 12+19.50
N: 1459315.45
E: 3129493.53
219.50 LF 8" PVC @ 0.44%
SANITARY SEWER LINE 9
SEE SHEET SS08
SANITARY SEWER LINE 6
SEE SHEET SS06
SANITARY SEWER LINE 5
SEE SHEET SS05
STORM DRAIN A
SEE SHEET SD01
MAKINAC STREET
SAISON STREET
LOT
23
LOT
22
LOT 1
LOT 1
LOT 2
LOT 3
LOT 4
LOT
15
LOT
16
LOT
17
LOT
18
LOT 7
LOT 5 LOT 6
LOT
11
LOT
12
LOT
13
LOT
14
LOT
15
LOT
20
LOT
21
LOT
22
LOT
23
LOT
24
LOT
19
LOT
18
LOT
17
LOT
16
4910
4915
4920
4925
4930
4935
4940
4945
4950
4955
4910
4915
4920
4925
4930
4935
4940
4945
4950
4955
12+50 12+00 11+00 10+00 9+50
SSMH 5-1
CL Sanitary 5-1 STA 10+00.00
RIM 4935.49±
INV. IN 4924.69 (W)
INV. IN 4924.69 (N)
INV. OUT 4924.49 (E)
DEPTH 11.00'
CL Sanitary 5 STA 11+92.12
SSMH 5-1A
STA 11+98.93
RIM 4937.7±
INV. OUT 4925.56 (S)
DEPTH 12.14'
W 8'' W 8''
W 8'' W 8'' W 8'' W 8'' W 8'' W 8''
W 8''
SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8''
SS 8''
SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8''
W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8''
SS 8'' SS 8'' SS 8''
W 8'' W 8'' W 8'' W 8'' W 8''
BLOCK 1
BLOCK 7
TRACT G TRACT H
S
SMH 5-1
STA 10+00.00 (Sanitary 5-1)
STA 11+92.12 (Sanitary 5)
N: 1459091.75
E: 3129251.96
198.93 LF 8" PVC @ 0.44%
SSMH 5-1A
STA 11+98.93
N: 1459290.68
E: 3129251.96
SANITARY SEWER LINE 9
SEE SHEET SS08
SANITARY SEWER LINE 5
SEE SHEET SS05
DUNKEL STREET
MAKINAC STREET
LOT
23
LOT
16
LOT
17
LOT
18
LOT
19
LOT
20
LOT
21 LOT
22
LOT 4
LOT 8
LOT 1
LOT 2
LOT 3
LOT 4
LOT 7 LOT 6 LOT 5
LOT 1 LOT 2 LOT 3
LOT 4 LOT 5 LOT 6
LOT 9
LOT
10
LOT 8
LOT 7
SS07
PLAN AND PROFILE
SANITARY SEWER LINES 5-1 & 6A
J. Prelog
N. Whitcomb
1"=50'
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
W
G
T
EXISTING STORM SEWER
ST
EXISTING GAS
EXISTING TELEPHONE
EXISTING GAS
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
PROPOSED ELECTRIC E
PROPOSED RESIDETIAL SERVICE M
“
”
16" G
W 8"
SS 8"
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
R. Van Uffelen
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JUNE 18, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 41 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
06/18/14
REV
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH STREET,
SUITE A
WINDSOR, CO 80550
3760 E. 15th Street, Suite 202
Loveland, CO 80538
303.770.8884
303.770.3636
O
F
www.gallowayUS.com
Planning. Architecture. Engineering.
C 2014. Galloway & Company, Inc. All Rights Reserved
KEYMAP
DRY
CREEK
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
N
ROTATION: 90%%D
SANITARY SEWER LINE 6A
( IN FEET )
1 inch = ft.
0 Feet
SHEET SIZE 24x36
100 150
50
50 50
MANAGER
DATE:
APPROVED:
DATE:
APPROVED:
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
SYSTEMS ENGINEER
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
SS07
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
SANITARY SEWER LINE 5-1
GENERAL MANAGER
REVIEWED BY:
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS.
DEPTH 5.81'
SS 8'' SS 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8'' W 8''
W 8''
W 8''
SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
SS 8'' SS 8''
SS 8''
SS 8''
SS 8''
SS 8''
SS 8''
SS 8'' SS 8''
SS 8'' SS 8''
SS 8''
SS 8''
SS 8''
W 8''
W 8''
W 8''
X
X
X
50' BUFFER
TOP OF SLOPE
50' BUFFER
SSMH-6
STA 23+58.30 (Sanitary 1)
STA 10+00.00 (Sanitary 6)
N: 1459105.75
E: 3129558.37
SANITARY SEWER LINE 1
SEE SHEET SS02
128.73 LF 8" PVC @ 0.44%
SSMH 6-1
STA 11+28.73
N: 1458982.77
E: 3129596.40
111.71 LF 8" PVC @ 0.44%
SSMH 6-2
STA 12+40.43
N: 1458998.66
E: 3129706.97
122.63 LF 8" PVC @ 0.44%
SSMH 6-3
STA 13+63.06
N: 1459051.44
E: 3129817.66
150.84 LF 8" PVC @ 0.44%
79.25 LF 8" PVC @ 0.44%
SSMH 6-4
STA 15+13.90
N: 1459159.46
E: 3129922.94
SSMH 6-5
STA 15+93.15
N: 1459098.10
E: 3129973.09
STORM DRAIN A
SEE SHEET SD01
SANITARY SEWER LINE 6A
SEE SHEET SS07
SANITARY SEWER LINE 6-4
SEE SHEET SS11
LOT 1
LOT 2
LOT 3
LOT 4
LOT
15
LOT
16
LOT
17
LOT
18
LOT
19
LOT
20
LOT
21
LOT
22
LOT
10
LOT 9
LOT 8
LOT 7
LOT 6
LOT 5
LOT
12
LOT
11
LOT
13
LOT
14
LOT
13
LOT
14
LOT
15
LOT
20 LOT
21
LOT
22
LOT
23
LOT
24
LOT
LOT 18
17
LOT
16
SS06
PLAN AND PROFILE
SANITARY SEWER LINE 6
J. Prelog
N. Whitcomb
1"=50'
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
W
G
T
EXISTING STORM SEWER
ST
EXISTING GAS
EXISTING TELEPHONE
EXISTING GAS
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
PROPOSED ELECTRIC E
PROPOSED RESIDETIAL SERVICE M
“
”
16" G
W 8"
SS 8"
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
R. Van Uffelen
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JUNE 18, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 41 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
06/18/14
REV
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH STREET,
SUITE A
WINDSOR, CO 80550
3760 E. 15th Street, Suite 202
Loveland, CO 80538
303.770.8884
303.770.3636
O
F
www.gallowayUS.com
Planning. Architecture. Engineering.
C 2014. Galloway & Company, Inc. All Rights Reserved
KEYMAP
DRY
CREEK
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
N
ROTATION: 90%%D
SANITARY SEWER LINE 6
( IN FEET )
1 inch = ft.
0 Feet
SHEET SIZE 24x36
100 150
50
50 50
MANAGER
DATE:
APPROVED:
DATE:
APPROVED:
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
SYSTEMS ENGINEER
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
SS06
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
GENERAL MANAGER
REVIEWED BY:
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS.
X X X X
X X
WTR
WTR
WTR
GAS
TV
EM
TE
GM
TR
TR
GAS
GAS GAS GAS
GAS GAS
GAS GAS GAS
GAS GAS GAS GAS GAS
T
E
E
16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G
16" G
204.50 LF 8" PVC @ 0.44% 400.00 LF 8" PVC @ 0.44% 400.00 LF 8" PVC @ 0.44%
SSMH 5-6
STA 26+40.12
N: 1460096.18
E: 3128808.46
SSMH 5-5
STA 24+35.62
N: 1459891.68
E: 3128808.46
SSMH 5-4
STA 20+35.62
N: 1459491.68
E: 3128808.46
SANITARY SEWER LINE 10
SEE SHEET SS09
SANITARY SEWER LINE 9
SEE SHEET SS08
SANITARY SEWER LINE 11
SEE SHEET SS10
SANITARY SEWER LINE 1
SEE SHEET SS03
EXISTING
16" GAS LINE
LAGER STREET
LAMBIC STREET
BOCK STREET
STOUT STREET
MACKINAC STREET
LOT 7 LOT 8 LOT 9
LOT 1 LOT 2 LOT 3
LOT
16 LOT
17
LOT
18
LOT
15
LOT
14
LOT
13
LOT
12
LOT
11
LOT
10
LOT 9
LOT 8
LOT 7
LOT 6
LOT 5
LOT 4
LOT 3
LOT 2
LOT 1
LOT 1 LOT 2 LOT 3
LOT 9 LOT
10
LOT
11
LOT 1 LOT 2 LOT 3
LOT
13
LOT
14
LOT
15
EXISTING 50'
GAS EASEMENT
SS05
PLAN AND PROFILE
SANITARY SEWER LINE 5
J. Prelog
N. Whitcomb
1"=50'
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
SANITARY SEWER LINE 5
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
W
G
T
EXISTING STORM SEWER
ST
EXISTING GAS
EXISTING TELEPHONE
EXISTING GAS
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
PROPOSED ELECTRIC E
PROPOSED RESIDETIAL SERVICE M
“
”
16" G
W 8"
SS 8"
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
R. Van Uffelen
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JUNE 18, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 41 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
06/18/14
REV
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH STREET,
SUITE A
WINDSOR, CO 80550
3760 E. 15th Street, Suite 202
Loveland, CO 80538
303.770.8884
303.770.3636
O
F
www.gallowayUS.com
Planning. Architecture. Engineering.
C 2014. Galloway & Company, Inc. All Rights Reserved
KEYMAP
DRY
CREEK
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
MATCH LINE SS04 STA 19+00
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
N
ROTATION: 90%%D
( IN FEET )
1 inch = ft.
0 Feet
SHEET SIZE 24x36
100 150
50
50 50
MANAGER
DATE:
APPROVED:
DATE:
APPROVED:
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
SYSTEMS ENGINEER
LINE
MATCH STA
19+00
SS04
SS05
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
GENERAL MANAGER
REVIEWED BY:
DATE:
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS.
@ 0.44%
SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8''
W 8'' W 8'' W 8'' W 8''
W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8''
W 8''
W 8'' W 8''
SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8''
SS 8''
SS 8''
SS 8'' SS 8''
SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8''
W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8''
W 8'' W 8''
SS 10" SS 10" SS 10" SS 10"
SS 8'' SS 8'' SS 8''
W 8'' W 8'' W 8'' W 8'' W 8''
SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
SS 8''
SS 8''
SS 8''
SS 8''
W 8'' W 8'' W 8''
W 8'' W 8'' W 8'' W 8'' W 8'' W 8''
X
X X X X
X
WTR
GAS
EPB
GAS
GAS GAS
GAS GAS
GAS
GAS
T
T
T
E
16" G 16" G 16" G
16" G 16" G 16" G 16" G 16" G
192.12 LF 8" PVC @ 0.40%
284.50 LF 8" PVC @ 0.40%
400.00 LF 8" PVC @ 0.44%
159.00 LF 8" PVC @ 0.40%
SANITARY SEWER LINE 5-1
SEE SHEET SS07
SANITARY SEWER LINE 9
SEE SHEET SS08
SANITARY SEWER LINE 6A
SEE SHEET SS07
SANITARY SEWER LINE 6
SEE SHEET SS06
SSMH 5-2
STA 13+51.12
N: 1459091.68
E: 3129092.96
SSMH 5-1
STA 11+92.12 (Sanitary 5)
STA 10+00.00 (Sanitary 5-1)
N: 1459091.75
E: 3129251.96
SSMH 5-3
STA 16+35.62
N: 1459091.68
E: 3128808.46
SSMH-5
STA 10+00.00 (Sanitary 5)
STA 22+43.16 (Sanitary 1)
N: 1459091.84
E: 3129444.07
SANITARY SEWER LINE 1
SEE SHEET SS01
STORM DRAIN B
SEE SHEET SD03
POND CONNECTION
SEE SHEET SD03
STORM DRAIN A
SEE SHEET SD01
EXISTING
16" GAS LINE
MEXICO WAY
MACKINAC STREET
SAISON STREET
DUNKEL STREET
STOUT STREET
LOT 1
LOT 15
LOT 14
LOT 13
LOT 12
LOT 11
LOT
LOT 23
13
LOT
14
LOT
15
LOT
16
LOT
17
LOT
18
LOT
19
LOT
20
LOT
21
LOT
22
LOT 1 LOT 2 LOT 3 LOT 4
LOT 5 LOT 6 LOT 7 LOT 8
LOT 2 LOT 1
LOT 3
LOT 5 LOT 4
LOT LOT 9 LOT 8 LOT 7 LOT 6
10
LOT 1
LOT 2
LOT 3
LOT 4
LOT 1 LOT 2 LOT 3
LOT 4 LOT 5 LOT 6
LOT 9
LOT
10
LOT 8
LOT 7
LOT
11
LOT
12
LOT
13
LOT
14
LOT
15
LOT
20
LOT
21
LOT
17
LOT
16
EXISTING 50'
GAS EASEMENT
SS04
PLAN AND PROFILE
SANITARY SEWER LINE 5
J. Prelog
N. Whitcomb
1"=50'
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
SANITARY SEWER LINE 5
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
W
G
T
EXISTING STORM SEWER
ST
EXISTING GAS
EXISTING TELEPHONE
EXISTING GAS
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
PROPOSED ELECTRIC E
PROPOSED RESIDETIAL SERVICE M
“
”
16" G
W 8"
SS 8"
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
R. Van Uffelen
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JUNE 18, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 41 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
06/18/14
REV
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH STREET,
SUITE A
WINDSOR, CO 80550
3760 E. 15th Street, Suite 202
Loveland, CO 80538
303.770.8884
303.770.3636
O
F
www.gallowayUS.com
Planning. Architecture. Engineering.
C 2014. Galloway & Company, Inc. All Rights Reserved
KEYMAP
DRY
CREEK
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
N
ROTATION: 0%%D
( IN FEET )
1 inch = ft.
0 Feet
SHEET SIZE 24x36
100 150
50
50 50
MANAGER
DATE:
APPROVED:
DATE:
APPROVED:
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
SYSTEMS ENGINEER
SS04
SS05
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
LINE
MATCH STA
19+00
GENERAL MANAGER
REVIEWED BY:
DATE:
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS.
MATCH LINE SS05 STA 19+00
SS 8''
SS 8'' SS 8''
SS 8''
SS 8''
SS 8''
SS 8'' SS 8'' SS 8'' SS 8''
SS 8'' SS 8''
SS 8''
SS 8''
SS 8'' SS 8''
SS 8''
SS 8'' SS 8''
SS 8'' SS 8'' SS 8''
SS 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8'' W 8'' W 8''
W 8''
W 8'' W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
X
X
X X
X
X
X X
X
X
X
X
X
X
X
X
X
GAS GAS
GAS GAS
OHE OHE OHE OHE
OHE OHE
16" G
16" G 16" G
16" G
50' BUFFER
TOP OF SLOPE
SSMH-14
STA 40+20.64
N: 1460117.68
E: 3128874.97
SSMH-13
STA 37+66.36
N: 1460117.68
E: 3129129.25
SSMH-12
STA 36+53.50
N: 1460074.95
E: 3129233.70
SSMH-11
STA 34+71.42 (Sanitary 1)
STA 10+00.00 (Sanitary 11)
N: 1459924.24
E: 3129335.87 SSMH-10
STA 32+00.44 (Sanitary 1)
STA 10+00.00 (Sanitary 10)
N: 1459699.94
E: 3129487.92
182.08 LF 8" PVC @ 0.44% 270.98 LF 8" PVC @ 0.44% 322.44 LF 8" PVC @ 0.44%
112.85 LF 8" PVC @ 0.44%
254.28 LF 8" PVC @ 0.44%
SANITARY SEWER LINE 11
SEE SHEET SS10
SANITARY SEWER LINE 10
SEE SHEET SS09
SANITARY SEWER LINE 5
SEE SHEET SS05
LAGER STREET
LAMBIC STREET
LOT 7
LOT 8
LOT 9 LOT0 LOT
11
LOT
12
LOT
13
LOT
14
LOT 1
LOT 2 LOT 3 LOT 4
LOT 5
LOT 6
LOT
16
LOT
17
LOT
18
LOT
19
LOT
20
LOT
21 LOT
22
LOT
23
LOT
24
LOT
25
LOT
26
LOT
27
LOT
28
LOT
29
LOT
30
LOT
31
LOT
32
LOT
33
LOT
14
LOT
LOT 3
LOT 4
LOT 5 LOT 6
LOT 7
LOT 8
LOT
13
LOT
14
LOT
15
LOT
16
LOT
17
LOT
18
LOT 8
LOT 9
LOT
10
LOT
11
LOT
12
LOT
23
LOT
22
SS03
PLAN AND PROFILE
SANITARY SEWER LINE 1
J. Prelog
N. Whitcomb
1"=50'
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
W
G
T
EXISTING STORM SEWER
ST
EXISTING GAS
EXISTING TELEPHONE
EXISTING GAS
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
PROPOSED ELECTRIC E
PROPOSED RESIDETIAL SERVICE M
“
”
16" G
W 8"
SS 8"
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
R. Van Uffelen
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JUNE 18, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 41 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
06/18/14
REV
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH STREET,
SUITE A
WINDSOR, CO 80550
3760 E. 15th Street, Suite 202
Loveland, CO 80538
303.770.8884
303.770.3636
O
F
www.gallowayUS.com
Planning. Architecture. Engineering.
C 2014. Galloway & Company, Inc. All Rights Reserved
KEYMAP
DRY
CREEK
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
MATCH LINE SS02 STA 31+00
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
N
ROTATION: 45%%D
SANITARY SEWER LINE 1
( IN FEET )
1 inch = ft.
0 Feet
SHEET SIZE 24x36
100 150
50
50 50
MANAGER
DATE:
APPROVED:
DATE:
APPROVED:
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
SYSTEMS ENGINEER
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
SS03
LINE
MATCH STA
31+00
SS02
SS01
GENERAL MANAGER
REVIEWED BY:
DATE:
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS.
INV. IN 4927.31 (SW)
INV. OUT 4927.11 (SE)
DEPTH 8.51'
CL Sanitary 9 STA 10+00.00
W 8''
W 8'' W 8''
W 8'' W 8'' W 8'' W 8'' W 8''
W 8'' W 8''
W 8''
W 8'' W 8''
W 8''
W 8''
SS 8'' SS 8''
SS 8'' SS 8''
SS 8''
SS 8''
SS 8''
SS 8''
SS 8''
SS 8''
SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8''
SS 8'' SS 8'' SS 8''
W 8'' W 8'' W 8'' W 8'' W 8''
W 8''
W 8'' W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8'' W 8''
W 8''
W 8''
W 8'' W 8'' W 8''
W 8''
SS 10" SS 10" SS 10"
SS 10" SS 10" SS 10" SS 10"
W 8''
W 8''
SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8''
W 8''
W 8''
W 8'' W 8''
W 8''
W 8''
W 8''
W 8''
SS 8''
SS 8''
SS 8''
SS 8''
SS 8''
SS 8''
SS 8''
SS 8'' SS 8''
SS 8'' SS 8''
W 8''
W 8''
X X X
X X
X X X
X X X
X X
X X
SSMH-9
STA 28+78.00 (Sanitary 1)
STA 10+00.00 (Sanitary 9)
N: 1459433.04
E: 3129668.84
SSMH-8
STA 26+36.31
N: 1459232.99
E: 3129804.46
SSMH-7
STA 24+76.57
N: 1459149.55
E: 3129668.24
SSMH-6
STA 23+58.30 (Sanitary 1)
STA 10+00.00 (Sanitary 6)
N: 1459105.75
E: 3129558.37
SSMH-4
STA 19+94.25
N: 1458842.93
E: 3129444.08
115.14 LF 8" PVC @ 0.44%
118.27 LF 8" PVC @ 0.44%
159.74 LF 8" PVC @ 0.44%
241.69 LF 8" PVC @ 0.44%
322.44 LF 8" PVC @ 0.44%
248.91 LF 10" PVC @ 0.28%
SSMH-5
STA 22+43.16 (Sanitary 1)
STA 10+00.00 (Sanitary 5)
N: 1459091.84
E: 3129444.07
SANITARY SEWER LINE 6
SEE SHEET SS06
SANITARY SEWER LINE 6A
SEE SHEET SS07
SANITARY SEWER LINE 5
SEE SHEET SS04
SANITARY SEWER LINE 9
SEE SHEET SS08
MEXICO
WAY
LAGER STREET
STORM DRAIN B
SEE SHEET SD03
POND CONNECTION
SEE SHEET SD03
STORM OUTLET
SEE SHEET SD04
STORM DRAIN A
SEE SHEET SD01
MACKINAC STREET
SAISON STREET
LOT
33
LOT
34
LOT
35
LOT
36
LOT
37
LOT
38
LOT
39
LOT
40
LOT 9
LOT
10
LOT
11
LOT
12
LOT
26
LOT
25
LOT
24
LOT
23
LOT
21
LOT
22
LOT 2 LOT 1
LOT 1
LOT 2
LOT 3
LOT 4 LOT
15
LOT
16
LOT
17
LOT
18
LOT 9
LOT 8
LOT 7
LOT 6
LOT 5
LOT 9
LOT
10
LOT 8
LOT 7
LOT
11
LOT
12
LOT
13
LOT
14
LOT
15
LOT
20 LOT
21
LOT
22
LOT
23
LOT
24
LOT
19
LOT
18
LOT
17
LOT
16
SS02
PLAN AND PROFILE
SANITARY SEWER LINE 1
J. Prelog
N. Whitcomb
1"=50'
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
MATCH LINE SS03 STA 31+00
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
W
G
T
EXISTING STORM SEWER
ST
EXISTING GAS
EXISTING TELEPHONE
EXISTING GAS
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
PROPOSED ELECTRIC E
PROPOSED RESIDETIAL SERVICE M
“
”
16" G
W 8"
SS 8"
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
R. Van Uffelen
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JUNE 18, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 41 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
06/18/14
REV
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH STREET,
SUITE A
WINDSOR, CO 80550
3760 E. 15th Street, Suite 202
Loveland, CO 80538
303.770.8884
303.770.3636
O
F
www.gallowayUS.com
Planning. Architecture. Engineering.
C 2014. Galloway & Company, Inc. All Rights Reserved
KEYMAP
DRY
CREEK
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
MATCH LINE SS01 STA 19+00
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
N
ROTATION: 90%%D
SANITARY SEWER LINE 1
( IN FEET )
1 inch = ft.
0 Feet
SHEET SIZE 24x36
100 150
50
50 50
MANAGER
DATE:
APPROVED:
DATE:
APPROVED:
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
SYSTEMS ENGINEER
LINE
MATCH
STA
31+00
LINE
MATCH STA
19+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
SS03
SS02
SS01
GENERAL MANAGER
REVIEWED BY:
DATE:
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS.
SAN SAN SAN
SAN
SAN
SAN SAN
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
T T
T
T
T
T
T T
T
T
T T
WTR
WTR
WTR
WTR
WTR
WTR
WTR WTR
TV
TV TV
TV
TV
TV
TV
TV TV
TV
TV
TV TV
TV
TV
E
T
E
E
E
E
E
SSMH-3
STA 17+45.28
N: 1458594.02
E: 3129438.67
SSMH-2
STA 14+00.00
N: 1458248.78
E: 3129433.61
EXMH-1 INT 2020
STA 10+00.00
N: 1457848.84
E: 3129426.68
400.00 LF 10" PVC @ 0.28%
345.28 LF 10" PVC @ 0.28%
248.97 LF
10" PVC
@ 0.28%
STORM OUTLET
SEE SHEET SS04
MEXICO
WAY
\A1;5' SIDEWALK
SS01
PLAN AND PROFILE
SANITARY SEWER LINE 1
A. Cronin
A. Cronin
1"=50'
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
MATCH LINE SS02 STA 19+00
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
W
G
T
EXISTING STORM SEWER
ST
EXISTING GAS
EXISTING TELEPHONE
EXISTING GAS
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
PROPOSED ELECTRIC E
PROPOSED RESIDETIAL SERVICE M
“
”
16" G
W 8"
SS 8"
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
R. Van Uffelen
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JUNE 18, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 41 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
06/18/14
REV
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH STREET,
SUITE A
WINDSOR, CO 80550
3760 E. 15th Street, Suite 202
Loveland, CO 80538
303.770.8884
303.770.3636
O
F
www.gallowayUS.com
Planning. Architecture. Engineering.
C 2014. Galloway & Company, Inc. All Rights Reserved
KEYMAP
DRY
CREEK
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
N
ROTATION: 90%%D
SANITARY SEWER LINE 1
( IN FEET )
1 inch = ft.
0 Feet
SHEET SIZE 24x36
100 150
50
50 50
MANAGER
DATE:
APPROVED:
DATE:
APPROVED:
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
SYSTEMS ENGINEER
LINE
MATCH STA
19+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
SS03
SS02
SS01
GENERAL MANAGER
REVIEWED BY:
DATE:
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS.
E
E
SSMH-3
SSMH-2
SANITARY LINE 1
SEE SHEET SS01
STORM DRAIN OFFSITE
SEE SHEET SD03
EXISITING 60' R.O.W.
72' R.O.W TO BE DEDICATED BY
SEPARATE DOCUMENT
EXMH-1
INT2020
U4
PLAN
UTILITY
J. Prelog
N. Whitcomb
1"=40'
N
ROTATION: 0%%D
MATCHLINE-SEE SHEET U2
U3
U1
U2
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
MANAGER
DATE:
APPROVED:
DATE:
APPROVED:
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
SYSTEMS ENGINEER
U4
( IN FEET )
1 inch = ft.
0 Feet
SHEET SIZE 24x36
80 120
40
40 40
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
R. Van Uffelen
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JUNE 18, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 41 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
06/18/14
REV
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH STREET,
SUITE A
WINDSOR, CO 80550
3760 E. 15th Street, Suite 202
Loveland, CO 80538
303.770.8884
303.770.3636
O
F
www.gallowayUS.com
Planning. Architecture. Engineering.
C 2014. Galloway & Company, Inc. All Rights Reserved
KEYMAP
DRY
CREEK
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED 8" WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.WATER SERVICE PROVIDED BY EAST LARIMER COUNTY (ELCO) WATER DISTRICT.
WATER CONSTRUCTION SHALL BE PER ELCO WATER DISTRICT STANDARD
CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
3.SEWER SERVICE PROVIDED BY BOXELDER SANITATION DISTRICT SEWER
CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT STANDARD
CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
4.MINIMUM DEPTH OF COVER OVER WATR MAINS SHALL BE 4.5'. MAXIMUM COVER
SHALL BE 5.5'.
5.SANITARY SEWER SERVICES SHALL BE SDR-35 PVC AND WATER MAINS SHALL BE
AWWA C-900 PVC.
6.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND
ARE NOT TO SCALE.
7.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.
8.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN
ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES.
9.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
10.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.
{11.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
SUBDRAINE CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL
MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO " BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
}12.COORDINATE ABANDONMENT OF EXISTING GAS PRIOR TO ANY
CONSTRUCTION.
{
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
S
W
PROPOSED SEWER SERVICE
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED CURB STOP & METER PIT
PROPOSED 12" SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
PROPOSED ELECTRIC
PROPOSED RESIDETIAL SERVICE W
W 8"
W 8"
W 12"
PROPOSED WATER LOWERING
PROPOSED MANHOLE
GENERAL MANAGER
REVIEWED BY:
DATE:
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS.
SSMH 6-5
SSMH 6-2
SANITARY LINE 6
SEE SHEET SS06
SANITARY LINE 1
SEE SHEET SS02
SSMH 6-4.1
BLOCK 8
BLOCK 2
TRACT J
TRACT K
TRACT L
TRACT L
TRACT B
LOT
34
LOT
35
LOT
36
LOT
37
LOT
38
LOT
39
LOT
40
LOT
15
LOT
16
LOT
17
LOT
18
LOT
19
LOT
20
LOT
21
LOT
22
LOT
10
LOT 9
LOT 8
LOT 7
LOT 6
LOT 5
LOT
12
LOT
11
LOT
13
LOT
14
LOT
21
LOT
22
LOT
23
LOT
24
LOT
19
LOT
18
STORM DRAIN A
SEE SHEET SD01
U3
PLAN
UTILITY
J. Prelog
N. Whitcomb
1"=40'
N
ROTATION: 0%%D
MATCHLINE-SEE SHEET U2
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
MANAGER
DATE:
APPROVED:
DATE:
APPROVED:
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
SYSTEMS ENGINEER
( IN FEET )
1 inch = ft.
0 Feet
SHEET SIZE 24x36
80 120
40
40 40
U3
U1
U2
U4
MATCHLINE-SEE SHEET U1
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
KEYMAP
DRY
CREEK
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
R. Van Uffelen
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JUNE 18, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 41 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
06/18/14
REV
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH STREET,
SUITE A
WINDSOR, CO 80550
3760 E. 15th Street, Suite 202
Loveland, CO 80538
303.770.8884
303.770.3636
O
F
www.gallowayUS.com
Planning. Architecture. Engineering.
C 2014. Galloway & Company, Inc. All Rights Reserved
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED 8" WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.WATER SERVICE PROVIDED BY EAST LARIMER COUNTY (ELCO) WATER DISTRICT.
WATER CONSTRUCTION SHALL BE PER ELCO WATER DISTRICT STANDARD
CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
3.SEWER SERVICE PROVIDED BY BOXELDER SANITATION DISTRICT SEWER
CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT STANDARD
CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
4.MINIMUM DEPTH OF COVER OVER WATR MAINS SHALL BE 4.5'. MAXIMUM COVER
SHALL BE 5.5'.
5.SANITARY SEWER SERVICES SHALL BE SDR-35 PVC AND WATER MAINS SHALL BE
AWWA C-900 PVC.
6.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND
ARE NOT TO SCALE.
7.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.
8.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN
ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES.
9.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
10.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.
{11.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
SUBDRAINE CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL
MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO " BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
}12.COORDINATE ABANDONMENT OF EXISTING GAS PRIOR TO ANY
CONSTRUCTION.
{
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
S
W
PROPOSED SEWER SERVICE
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED CURB STOP & METER PIT
PROPOSED 12" SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
PROPOSED ELECTRIC
PROPOSED RESIDETIAL SERVICE W
W 8"
W 8"
W 12"
PROPOSED WATER LOWERING
PROPOSED MANHOLE
GENERAL MANAGER
REVIEWED BY:
DATE:
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS.
X X
X X
X X X
X X
X
X X
X
WTR
WTR
T
TV
GAS GAS
GAS
GAS
GAS GAS
GAS GAS
GAS GAS GAS
GAS
GAS GAS
T
T
T
E
16" G 16" G 16" G 16" G
16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G
STOUT STREET
SAISON STREET
MACKINAC STREET
MACKINAC STREET
MACKINAC STREET
DUNKEL STREET
ALLEY A
ALLEY B
ALLEY C
ALLEY D
ALLEY E
MEXICO WAY
SSMH 10 - 3 SSMH 10 - 2
SSMH 5-1A
SSMH 9-2
SSMH 5-4
SSMH 9-3
SSMH 9-1
SSMH 6A-1
SSMH 5-2 SSMH 5-1
SSMH 5-3
SSMH-5
SSMH-6
SSMH 6-1
SSMH-4
SANITARY LINE 10
SEE SHEET SS09
SANITARY LINE 9
SEE SHEET SS08
SANITARY LINE 5-1
SEE SHEET SS07
SANITARY LINE 6A
SEE SHEET SS07
SANITARY LINE 6
SEE SHEET SS06
SANITARY LINE 1
SEE SHEET SS01
SANITARY LINE 5
SEE SHEET SS04
SANITARY LINE 5
SEE SHEET SS05
SANITARY LINE 1
SEE SHEET SS02
SSMH 5-2
SSMH 6-1A
BLOCK 1
BLOCK 2
BLOCK 6
BLOCK 7
TRACT H
TRACT G
TRACT I
TRACT F
TRACT A
TRACT B
TRACT E
BLOCK 5
LOT
34
LOT 5
LOT 4
LOT 3
LOT 2
LOT 1
LOT 15
LOT 14
LOT 13
LOT 12
LOT 11
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
26
LOT
25
LOT
LOT 24
23
LOT
13 LOT
14
LOT
15
LOT
16
LOT
17
LOT
18
LOT
19
LOT
20
LOT
21
LOT
22
LOT 1 LOT 2 LOT 3 LOT 4
LOT 5 LOT 6 LOT 7 LOT 8
LOT LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1
10
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 1 LOT 2 LOT 3
LOT 4 LOT 5 LOT 6
LOT 9
LOT
10
LOT 8
LOT 7
LOT
11
LOT
12
LOT
13
LOT
14
LOT
15
LOT
20 LOT
21
LOT
22
LOT
19
LOT
18
LOT
17
LOT
16
STORM DRAIN B
SEE SHEET SD02
POND CONNECTION
SEE SHEET SD02
STORM DRAIN A
SEE SHEET SD01
STORM DRAIN A2
SEE SHEET SD01
STORM DRAIN OFFSITE
SEE SHEET SD03
\A1;5' SIDEWALK
EXISTING 50'
GAS EASEMENT
U2
PLAN
UTILITY
J. Prelog
N. Whitcomb
1"=40'
N
ROTATION: 0%%D
MATCHLINE-SEE SHEET U1
MATCHLINE-SEE SHEET U3
MATCHLINE-SEE SHEET U4
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
MANAGER
DATE:
APPROVED:
DATE:
APPROVED:
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
SYSTEMS ENGINEER
( IN FEET )
1 inch = ft.
0 Feet
SHEET SIZE 24x36
80 120
40
40 40
U3
U1
U2
U4
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
KEYMAP
DRY
CREEK
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED 8" WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.WATER SERVICE PROVIDED BY EAST LARIMER COUNTY (ELCO) WATER DISTRICT.
WATER CONSTRUCTION SHALL BE PER ELCO WATER DISTRICT STANDARD
CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
3.SEWER SERVICE PROVIDED BY BOXELDER SANITATION DISTRICT SEWER
CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT STANDARD
CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
4.MINIMUM DEPTH OF COVER OVER WATR MAINS SHALL BE 4.5'. MAXIMUM COVER
SHALL BE 5.5'.
5.SANITARY SEWER SERVICES SHALL BE SDR-35 PVC AND WATER MAINS SHALL BE
AWWA C-900 PVC.
6.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND
ARE NOT TO SCALE.
7.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.
8.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN
ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES.
9.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY
INFORMATION.
10.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.
{11.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND
SUBDRAINE CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL
MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO " BELOW FINISHED GRADE.
IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
}12.COORDINATE ABANDONMENT OF EXISTING GAS PRIOR TO ANY
CONSTRUCTION.
{
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
S
W
PROPOSED SEWER SERVICE
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED CURB STOP & METER PIT
PROPOSED 12" SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
PROPOSED ELECTRIC
PROPOSED RESIDETIAL SERVICE W
W 8"
W 8"
W 12"
PROPOSED WATER LOWERING
PROPOSED MANHOLE
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
R. Van Uffelen
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JUNE 18, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 41 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
06/18/14
REV
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH STREET,
SUITE A
WINDSOR, CO 80550
3760 E. 15th Street, Suite 202
Loveland, CO 80538
303.770.8884
303.770.3636
O
F
www.gallowayUS.com
Planning. Architecture. Engineering.
C 2014. Galloway & Company, Inc. All Rights Reserved
GENERAL MANAGER
REVIEWED BY:
DATE:
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS.
GAS
GAS GAS GAS GAS GAS GAS GAS
GAS
GAS
GAS GAS GAS
G
OHE
OHE
OHE OHE
OHE
OHE OHE
OHE
OHE OHE OHE OHE
OHE
OHE
16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G
16" G
16" G
16" G
LAMBIC STREET
LAGER STREET
STOUT STREET
LAGER STREET
BOCK STREET
LAMBIC STREET
BOCK STREET
SSMH 5-6 SSMH-14
SSMH 11-2
SSMH-13
SSMH 5-5
SSMH-12
SSMH 11-1
SSMH 10 - 3 SSMH 10 - 2
SSMH-11
SSMH 10 - 1
SSMH-10
SANITARY LINE 1
SEE SHEET SS03
SANITARY LINE 11
SEE SHEET SS10
SANITARY LINE 10
SEE SHEET SS09
SANITARY LINE 5
SEE SHEET SS05
LAGER STREET
BLOCK 2
BLOCK 3
BLOCK 2
BLOCK 4
BLOCK 2
TRACT B
TRACT D
TRACT C
TRACT B
TRACT B
TRACT B
TRACT B
TRACT B
BLOCK 2
BLOCK 2
LOT 7 LOT 8 LOT 9 LOT0 LOT
11
LOT
12
LOT
13
LOT
14
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6
LOT
16 LOT
17
LOT
18
LOT
19
LOT
20
LOT
21 LOT
22
LOT
23
LOT
24
LOT
25
LOT
26
LOT
27
LOT
28
LOT
29
LOT
30
LOT
31
LOT
32
LOT
33
LOT
34
LOT
35
LOT
15
LOT
14
LOT
13
LOT
12
LOT
11
LOT
10
LOT 9
LOT 8
LOT 7
LOT 6
LOT 5
LOT 4
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
16
LOT
17
LOT
18
LOT 9
LOT
10
LOT
11
LOT
12
EXISTING 50'
GAS EASEMENT
U1
PLAN
UTILITY
J. Prelog
N. Whitcomb
1"=40'
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
N
ROTATION: 0%%D
MATCHLINE-SEE SHEET U2
MATCHLINE-SEE SHEET U3
MANAGER
DATE:
APPROVED:
DATE:
APPROVED:
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
SYSTEMS ENGINEER
EXISTING WATER MAIN
PROPOSED 8" WATER MAIN
PROPOSED STORM SEWER
LEGEND: NOTES:
EXISTING STORM SEWER
PROPOSED SEWER SERVICE
EXISTING SANITARY SEWER
PROPOSED 12" SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED RESIDETIAL SERVICE
PROPOSED 8" SANITARY SEWER
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE
OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE
FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2.WATER SERVICE PROVIDED BY EAST LARIMER COUNTY (ELCO) WATER DISTRICT. WATER CONSTRUCTION SHALL BE PER ELCO WATER DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
3.SEWER SERVICE PROVIDED BY BOXELDER SANITATION DISTRICT SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
4.MINIMUM DEPTH OF COVER OVER WATR MAINS SHALL BE 4.5'. MAXIMUM COVER SHALL BE 5.5'.
5.SANITARY SEWER SERVICES SHALL BE SDR-35 PVC AND WATER MAINS SHALL BE AWWA C-900 PVC.
6.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
7.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.
8.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES.
9.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
10.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.
{11.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAINE CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO " BELOW
FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL
PATHS.
12.COORDINATE ABANDONMENT OF EXISTING GAS PRIOR TO ANY CONSTRUCTION.
}
( IN FEET )
1 inch = ft.
0 Feet
SHEET SIZE 24x36
80 120
40
40 40
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
U3
U1
U2
U4
PROPOSED RIGHT-OF-WAY
16" G
T
ST
EXISTING TELEPHONE
EXISTING GAS
S
SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
H Y
D
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
PROPOSED ELECTRIC E
W
W 8"
W
W 8"
W 12"
PROPOSED WATER LOWERING
PROPOSED MANHOLE
KEYMAP
DRY
CREEK
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
R. Van Uffelen
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JUNE 18, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 41 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
06/18/14
REV
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH STREET,
SUITE A
WINDSOR, CO 80550
3760 E. 15th Street, Suite 202
Loveland, CO 80538
303.770.8884
303.770.3636
O
F
www.gallowayUS.com
Planning. Architecture. Engineering.
C 2014. Galloway & Company, Inc. All Rights Reserved
GENERAL MANAGER
REVIEWED BY:
DATE:
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS.
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
N
ROTATION: 0%%D
LEGEND:
5013
PROPOSED CONTOUR 93
EXISTING STORM SEWER
PROPOSED STORM SEWER
ST
PROPOSED PAN
EXISTING CONTOUR
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION 33.4
PROPOSED SLOPES
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF
THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR
FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY
EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
{3.ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION
SHOWN PLUS 4900 FEET (43.71 = 4943.71).
4.CONTOURS SHOWN OUTSIDE OF STREET R.O.W. ARE OVERLOT CONTOURS. CONTOURS
SHOWN WITHIN THE STREET R.O.W. ARE FINISHED GRADE.
5.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE LOT
CORNERS, OVERLOT OR FINISHED GRADE FOR LANDSCAPE AREAS.
6.SEE DETAIL SHEETS FOR LOT TEMPLATES.
7.4:1 MAX TIE TO EXISTING SURFACE AT END OF PHASE IF REQUIRED.
8.REFER TO DETAIL SHEETS FOR INLET SCHEDULE
9.SEE SECTION 3.4.1 OF LANDUSE CODE FOR ALLOWABLE USES WITHIN THE NATURAL
HABITAT BUFFER ZONE.
10.ALL DISTURBED AREAS SHALL BE REVEGITATED PER THE APPROVED LANDSCAPE PLAN.}
NOTES:
PROPOSED STORM INLET
2.0%%%
EXISTING SPOT ELEVATION (47.4)
PROPOSED LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
PROPOSED RIGHT OF WAY
LOT TYPE A B
PERMEABLE PAVER
MATCHLINE-SEE SHEET BELOW
MATCHLINE-SEE SHEET ABOVE
TRACT L
TRACT B
LOT 34
LOT 35
LOT 36
LOT 37
LOT 38
LOT 39
LOT 40
LOT 15
LOT 16
LOT 17
LOT 18
LOT 19
LOT 20
LOT 21
LOT 22
LOT 10
LOT 9
LOT 8
LOT 7
LOT 6
LOT 5
LOT 12
LOT 11
LOT 13
LOT 14
LOT 21
LOT 22
LOT 23
LOT 24
LOT
19
LOT 18
G3
PLAN
GRADING
J. Allen
J. Allen
1"=40'
KEYMAP
DRY
CREEK
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
N
ROTATION: 0%%D
LEGEND:
5013
PROPOSED CONTOUR 93
EXISTING STORM SEWER
PROPOSED STORM SEWER
ST
PROPOSED PAN
EXISTING CONTOUR
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION 33.4
PROPOSED SLOPES
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF
THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR
FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY
EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
{3.ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION
SHOWN PLUS 4900 FEET (43.71 = 4943.71).
4.CONTOURS SHOWN OUTSIDE OF STREET R.O.W. ARE OVERLOT CONTOURS. CONTOURS
SHOWN WITHIN THE STREET R.O.W. ARE FINISHED GRADE.
5.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE LOT
CORNERS, OVERLOT OR FINISHED GRADE FOR LANDSCAPE AREAS.
6.SEE DETAIL SHEETS FOR LOT TEMPLATES.
7.4:1 MAX TIE TO EXISTING SURFACE AT END OF PHASE IF REQUIRED.
8.REFER TO DETAIL SHEETS FOR INLET SCHEDULE
9.SEE SECTION 3.4.1 OF LANDUSE CODE FOR ALLOWABLE USES WITHIN THE NATURAL
HABITAT BUFFER ZONE.
10.ALL DISTURBED AREAS SHALL BE REVEGITATED PER THE APPROVED LANDSCAPE PLAN.}
NOTES:
PROPOSED STORM INLET
2.0%%%
EXISTING SPOT ELEVATION (47.4)
PROPOSED LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
PROPOSED RIGHT OF WAY
LOT TYPE A B
PERMEABLE PAVER
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
R. Van Uffelen
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JUNE 18, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 41 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
06/18/14
REV
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH STREET,
SUITE A
WINDSOR, CO 80550
3760 E. 15th Street, Suite 202
Loveland, CO 80538
303.770.8884
303.770.3636
O
F
www.gallowayUS.com
Planning. Architecture. Engineering.
C 2014. Galloway & Company, Inc. All Rights Reserved
MATCHLINE-SEE SHEET G2
MATCHLINE-SEE SHEET G1
G2 G3
G1
A
A
A
A A A
A A A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
BLOCK 1
BLOCK 2
BLOCK 6
BLOCK 7
TRACT H
TRACT G
TRACT I
TRACT F
TRACT A
TRACT B
TRACT E
BLOCK 5
LOT 5 LOT 34
LOT 4
LOT 3
LOT 2
LOT 1
LOT 15
LOT 14
LOT 13
LOT 12
LOT 11
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9
LOT 10 LOT 11
LOT 26
LOT 25
LOT 24
LOT 23
LOT 13
LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22
LOT 1 LOT 2 LOT 3 LOT 4
LOT 5 LOT 6 LOT 7 LOT 8
LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1
LOT 1
LOT 2
LOT 3
LOT 4 LOT 15
LOT 5
LOT 1 LOT 2 LOT 3
LOT 4 LOT 5 LOT 6
LOT 9
LOT 10
LOT 8
LOT 7
LOT 11
LOT 12
LOT 13
LOT 14
LOT 15
LOT 20
LOT 21
LOT 22
LOT
19
LOT 17 LOT 18
LOT 16
\A1;5' SIDEWALK
G2
PLAN
GRADING
J. Allen
J. Allen
1"=40'
KEYMAP
DRY
CREEK
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
N
ROTATION: 0%%D
LEGEND:
5013
PROPOSED CONTOUR 93
EXISTING STORM SEWER
PROPOSED STORM SEWER
ST
PROPOSED PAN
EXISTING CONTOUR
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION 33.4
PROPOSED SLOPES
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF
THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR
FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY
EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
{3.ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION
SHOWN PLUS 4900 FEET (43.71 = 4943.71).
4.CONTOURS SHOWN OUTSIDE OF STREET R.O.W. ARE OVERLOT CONTOURS. CONTOURS
SHOWN WITHIN THE STREET R.O.W. ARE FINISHED GRADE.
5.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE LOT
CORNERS, OVERLOT OR FINISHED GRADE FOR LANDSCAPE AREAS.
6.SEE DETAIL SHEETS FOR LOT TEMPLATES.
7.4:1 MAX TIE TO EXISTING SURFACE AT END OF PHASE IF REQUIRED.
8.REFER TO DETAIL SHEETS FOR INLET SCHEDULE
9.SEE SECTION 3.4.1 OF LANDUSE CODE FOR ALLOWABLE USES WITHIN THE NATURAL
HABITAT BUFFER ZONE.
10.ALL DISTURBED AREAS SHALL BE REVEGITATED PER THE APPROVED LANDSCAPE PLAN.}
NOTES:
PROPOSED STORM INLET
2.0%%%
EXISTING SPOT ELEVATION (47.4)
PROPOSED LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
PROPOSED RIGHT OF WAY
LOT TYPE A B
PERMEABLE PAVER
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
R. Van Uffelen
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JUNE 18, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 41 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
06/18/14
REV
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH STREET,
SUITE A
WINDSOR, CO 80550
3760 E. 15th Street, Suite 202
Loveland, CO 80538
303.770.8884
303.770.3636
O
F
www.gallowayUS.com
Planning. Architecture. Engineering.
C 2014. Galloway & Company, Inc. All Rights Reserved
MATCHLINE-SEE SHEET G1
MATCHLINE-SEE SHEET G3
G2 G3
G1
A A A A A A A
A
A
A
BOCK STREET
LAMBIC STREET
BOCK STREET
A A
A
PROPOSED
SIDEWALK
CHASE
BLOCK 2
BLOCK 3
BLOCK 2
BLOCK 4
BLOCK 2
TRACT B
TRACT D
TRACT C
TRACT B
TRACT B
TRACT B
TRACT B
TRACT B
BLOCK 2
BLOCK 2
LOT 7 LOT 8 LOT 9 LOT0 LOT 11 LOT 12
LOT 13
LOT 14
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6
LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21
LOT 22
LOT 23
LOT 24
LOT 25
LOT 26
LOT 27
LOT 28
LOT 29
LOT 30
LOT 31
LOT 32
LOT 33
LOT 34
LOT 35
LOT 15
LOT 14
LOT 13
LOT 12
LOT 11
LOT 10
LOT 9
LOT 8
LOT 7
LOT 6
LOT 5
LOT 4
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 16
LOT 17
LOT 18
LOT 10 LOT 11
LOT 12
G1
PLAN
GRADING
J. Allen
J. Allen
1"=40'
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
( IN FEET )
1 inch = ft.
40 0 40 Feet
40
80 120
N
ROTATION: 0%%D
5013
PROPOSED CONTOUR 93
EXISTING STORM SEWER
PROPOSED STORM SEWER
ST
PROPOSED PAN
EXISTING CONTOUR
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION 33.4
PROPOSED SLOPES
PROPOSED STORM INLET
2.0%%%
EXISTING SPOT ELEVATION (47.4)
PROPOSED LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
PROPOSED RIGHT OF WAY LOT TYPE A B
PERMEABLE PAVER
KEYMAP
DRY
CREEK
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
R. Van Uffelen
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JUNE 18, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 41 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
06/18/14
REV
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH STREET,
SUITE A
WINDSOR, CO 80550
3760 E. 15th Street, Suite 202
Loveland, CO 80538
303.770.8884
303.770.3636
O
F
www.gallowayUS.com
Planning. Architecture. Engineering.
C 2014. Galloway & Company, Inc. All Rights Reserved
MATCHLINE-SEE SHEET G2
MATCHLINE-SEE SHEET G3
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
G2 G3
G1
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 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.ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS 4900 FEET (43.71 = 4943.71).
4.CONTOURS SHOWN OUTSIDE OF STREET R.O.W. ARE OVERLOT CONTOURS. CONTOURS SHOWN WITHIN THE STREET R.O.W. ARE FINISHED GRADE.
5.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE LOT CORNERS, OVERLOT OR FINISHED GRADE FOR LANDSCAPE AREAS.
6.SEE DETAIL SHEETS FOR LOT TEMPLATES.
}{7.4:1 MAX TIE TO EXISTING SURFACE AT END OF PHASE IF REQUIRED.
8.REFER TO DETAIL SHEETS FOR INLET SCHEDULE
9.SEE SECTION 3.4.1 OF LANDUSE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
10.ALL DISTURBED AREAS SHALL BE REVEGITATED PER THE APPROVED LANDSCAPE PLAN.
}
WTR WTR
EPB
EPB
EPB
EPB
EPB
EPB
EPB
TR
TR
TR
TR
TR
TR
TR
SAN
SAN
GAS
GAS GAS GAS GAS GAS GAS
GAS
G
OHE
OHE OHE
OHE
OHE
GAS GAS
E
T
T
E
16" G
16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G
16" G
ACCESS EASEMENT
BOOK 1584, PAGE 476
FOUND #4 REBAR
FOUND #4 REBAR
FOUND #4 REBAR W/
YELLOW PLASTIC CAP
STAMPED LS23513
FOUND #5 REBAR W/
MELTED RED PLASTIC CAP
ILLEGIBLE
FOUND #5 REBAR
COLLINS AIRE
PARK MOBILE
HOMES
OWNER: CAMHP LLC
REC. NO. 96025645
REC'D 4-12-1996
COLLINS AIRE
PARK MOBILE
HOMES
OWNER: CAMHP LLC
REC. NO. 96025645
REC'D 4-12-1996
OWNER: JAMES GIBSON CHARLES
REC. NO. 9300588
OWNER: JOHN STODDARD REC'D 1/29/1993
REC. NO. 2001095128
OWNER: JOHN STODDARD REC'D 10/23/2001
REC. NO. 2001095128
REC'D 10/23/2001
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
MEXICO WAY
50' BUFFER
50' BUFFER
50' BUFFER
TOP OF SLOPE
TOP OF SLOPE
TOP OF SLOPE
50' BUFFER
SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8''
W 8''
W 8'' W 8'' W 8'' W 8''
W 8'' W 8'' W 8'' W 8'' W 8''
W 8''
SS 8'' SS 8'' SS 8'' SS 8''
SS 8''
SS 8''
SS 8''
SS 8''
SS 8'' SS 8'' SS 8''
SS 8'' SS 8'' SS 8''
SS 8''
SS 8'' SS 8''
SS 8''
SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8''
SS 8'' SS 8'' SS 8''
SS 8''
SS 8''
W 8'' W 8'' W 8'' W 8'' W 8'' W 8''
W 8''
W 8''
W 8''
W 8'' W 8'' W 8''
W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8''
W 8''
SS 10" SS 10"
SS 10" SS 10"
W 8'' W 8'' W 8'' W 8''
W 8''
W 8''
W 8'' W 8'' W 8''
SS 8''
W 8'' W 8''
SS 8'' SS 8'' SS 8''
W 8''
W 8''
W 8''
W 8''
SS 8''
SS 8''
SS 8''
SS 8''
SS 8''
SS 8''
W 8''
W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8''
PHASE
2
PHASE
1
PHASE
3
SANITARY LINE 1
SEE SHEET SS03
SANITARY LINE 11
SEE SHEET SS10
SANITARY LINE 10
SEE SHEET SS09
SANITARY LINE 9
SEE SHEET SS08
SANITARY LINE 5-1
SEE SHEET SS07
SANITARY LINE 6A
SEE SHEET SS07
SANITARY LINE 6
SEE SHEET SS06
SANITARY LINE 6
SEE SHEET SS06
SANITARY LINE 1
SEE SHEET SS01
SANITARY LINE 5
SEE SHEET SS04
SANITARY LINE 5
SEE SHEET SS05
SANITARY LINE 1
SEE SHEET SS02
SANITARY LINE 1
SEE SHEET SS02
STORM OUTLET
SEE SHEET SD03
STORM DRAIN B
SEE SHEET SD02
POND CONNECTION
SEE SHEET SD02
STORM DRAIN A
SEE SHEET SD01
LAGER STREET
LAMBIC STREET
BOCK STREET
MACKINAC STREET
STOUT STREET
LAGER STREET
SAISON STREET
DUNKEL STREET
STORM DRAIN A2
SEE SHEET SD01
\A1;5' SIDEWALK
SAN
SAN
GAS
GAS
GAS
GAS
T
T
T
T T
WTR
WTR
WTR
WTR
TV
TV
TV
TV
TV
TV
TV
E
T
E
E
W 8'' W 8'' W 8''
W 8''
W 8'' W 8''
SS 10"
SS 10"
SS 10" SS 10"
SS 10"
SS 10"
SANITARY LINE 1
SEE SHEET SS01
STORM OUTLET
SEE SHEET SD04
MEXICO WAY
INTERNATIONAL
BLVD.
STORM DRAIN SO2
SEE SHEET SD02
PH01
PLAN
PHASING
J. Prelog
N. Whitcomb
1"=100'
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
N
ROTATION: 0%%D
( IN FEET )
1 inch = ft.
0 Feet
SHEET SIZE 24x36
200 300
100
100 100
MANAGER
DATE:
APPROVED:
DATE:
APPROVED:
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU SYSTEMS ENGINEER
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
MATCHLINE-SEE THIS SHEET
MATCHLINE-SEE THIS SHEET
1.PHASE LINES SHOWN DELINEATE THE LOTS AND/OR AREAS THAT ARE INCLUDED WITHIN A
PHASE. DEPENDING ON CONSTRUCTION SEQUENCING, INSTALLATION OF INFRASTRUCTURE
OUTSIDE THE LIMITS OF THE PHASE MAY BE REQUIRED.
2.DEPENDING ON CONSTRUCTION SEQUENCING, PREVIOUSLY CONSTRUCTED ROADWAYS
MAY REQUIRE SAWCUTS, MILLING AND/OR PATCHING OF ASPHALT. FINAL LIMITS WILL BE
DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL PATCHING AND STREET
REPAIRS SHALL BE IN ACCORDANCE WITH CITY STANDARDS.
3.THE PHASING DESIGNATIONS SHOWN ARE FOR REFERENCE ONLY. AND MAY NOT HAVE ANY
RELATIONSHIP TO THE ACTUAL ORDER OF CONSTRUCTION.
4.OVERLOT GRADING FOR PHASING IS EXPECTED TO OCCUR AT THE SAME TIME, REGARDLESS
OF WHICH PHASE IS CONSTRUCTED FIRST. IF OVERLOT IS COMPLETED BY PHASE, GRADING
SHALL BE TIED IN AT 4:1 MAX AND APPROPRIATE COVER PROVIDED IN FILL AREAS FOR UTILITIES
OUTSIDE OF PHASE.
5.TEMPORARY FIRE HYDRANTS ARE REQUIRED AT THE UPSTREAM END OF ALL WATER LINES
IN EACH PHASE WHICH CREATES A "DEAD-END" WATER LINE. THE FIRE HYDRANTS SHALL BE
REMOVED WHEN THE WATER MAIN IS COMPLETED DURING THE CONSTRUCTION OF THE NEXT
PHASE.
6.THE 8" SANITARY SEWER MAIN SHALL BE EXTENDED TO THE NEXT MANHOLE BEYOND THE
PHASE LINE.
7.MEXICO WAY SHALL BE COMPLETED WITH PHASE 1
NOTES:
LEGEND:
PROJECT BOUNDARY
PHASE LINE
W W
SS SS
TEMP. FIRE HYDRANT
PROPOSED
ROADWAY
END OF PHASE ROADWAY
AND UTILITY TERMINATIONS
TYPE III
BARRICADE
10'x5'x1.5' TYPE 'L'
RIPRAP PAD
10'x5'x1.5' TYPE 'L'
RIPRAP PAD
CONSTRUCT SANITARY TO
NEXT MANHOLE
N
ROTATION: 90%%D
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
R. Van Uffelen
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JUNE 18, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 41 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
06/18/14
REV
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH STREET,
SUITE A
WINDSOR, CO 80550
3760 E. 15th Street, Suite 202
Loveland, CO 80538
303.770.8884
303.770.3636
O
F
www.gallowayUS.com
Planning. Architecture. Engineering.
C 2014. Galloway & Company, Inc. All Rights Reserved
KEYMAP
DRY
CREEK
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
UTILITY PHASING
{\C2;PHASE} {\C2;REQUIRED UTILITY INFRASTRUCTURE}
{SANITARY SEWER
STORM DRAIN }
{SANITARY SEWERS
STORM DRAINS }
GENERAL MANAGER
REVIEWED BY:
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS.
WTR WTR
EPB
EPB
EPB
EPB
EPB
EPB
EPB
TR
TR
TR
TR
TR
TR
TR
SAN
SAN
GAS
GAS GAS GAS GAS GAS GAS
GAS
G
OHE
OHE OHE
OHE
OHE
GAS GAS
E
T
T
E
16" G
16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G
16" G
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
MEXICO WAY
50'
WIDE
EASEM
ENT
TO
WYOM
ING
GAS
COMP
ANY.
BOOK
1183,
PAGE
488
\A1;50.00'
SECTION 7
SECTION 8
ACCESS EASEMENT
BOOK 1584, PAGE 476
N00°16'05"E
693.96'
WEST 1/4 CORNER
SECTION 8-T.7N.-R.68W.
FOUND #6 REBAR W/
2 1/2" ALUMINUM CAP
STAMPED LS17497
FOUND #4 REBAR
FOUND #4 REBAR
FOUND #4 REBAR W/
YELLOW PLASTIC CAP
STAMPED LS23513
FOUND #5 REBAR W/
MELTED RED PLASTIC CAP
ILLEGIBLE
FOUND #5 REBAR
COLLINS AIRE
PARK MOBILE
HOMES
OWNER: CAMHP LLC
REC. NO. 96025645
REC'D 4-12-1996
COLLINS AIRE
PARK MOBILE
HOMES
OWNER: CAMHP LLC
REC. NO. 96025645
REC'D 4-12-1996
OWNER: JAMES GIBSON CHARLES
REC. NO. 9300588
OWNER: JOHN STODDARD REC'D 1/29/1993
REC. NO. 2001095128
OWNER: JOHN STODDARD REC'D 10/23/2001
REC. NO. 2001095128
REC'D 10/23/2001
SAN
SAN
GAS
GAS
GAS
GAS
T
T
T
T T
WTR
WTR
WTR
WTR
TV
TV
TV
TV
TV
TV
TV
E
T
E
E
INTERNATIONAL BLVD.
EX01
AND DEMOLITION PLAN
EXISTING CONDITIONS
J. Prelog
N. Whitcomb
1"=100'
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
N
ROTATION: 0%%D
( IN FEET )
1 inch = ft.
0 Feet
SHEET SIZE 24x36
200 300
100
100 100
MANAGER
DATE:
APPROVED:
DATE:
APPROVED:
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
SYSTEMS ENGINEER
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
MATCHLINE-SEE THIS SHEET
MATCHLINE-SEE THIS SHEET
N
ROTATION: 90%%D
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
R. Van Uffelen
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JUNE 18, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 41 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
06/18/14
REV
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH STREET,
SUITE A
WINDSOR, CO 80550
3760 E. 15th Street, Suite 202
Loveland, CO 80538
303.770.8884
303.770.3636
O
F
www.gallowayUS.com
Planning. Architecture. Engineering.
C 2014. Galloway & Company, Inc. All Rights Reserved
KEYMAP
DRY
CREEK
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
LEGEND:
EXISTING TELEPHONE T
EXISTING GAS
EXISTING TELEPHONE RISER
EXISTING TREES
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. {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.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE
UTILITIES AS SHOWN ARE INDICATED ACCORDING TO BEST INFORMATION
AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE
ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES
MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE
CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES
(PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT
UTILITY LOCATION.
7.CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE NEAREST
JOINT.
8.COORDINATE THE REMOVAL AND/OR SALVAGING OF ALL EXISTING TREES
SHOWN ON THE DEMOLITION PLAN WITH APPROVED LANDSCAPE
DRAWINGS. COORDINATE THE REMOVAL OF ALL OTHER PLANTINGS WITH
APPROVED LANDSCAPE DRAWINGS.
9.SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES
WITHIN THE NATURAL HABITAT BUFFER ZONE.
10.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE
NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING
BUT NOT LIMITED TO SIDEWALKS, PRIVATE FENCES, ABOVE GROUND OR
UNDERGROUND UTILITIES, STRUCTURES, AND UNDERGROUND
FOUNDATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, PUBLIC OR PRIVATE
FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION PROCESS FOR
THIS PROJECT.
11.LIMIT OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE
DETERMINED IN THE FIELD BY THE CITY ENGINEER INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
12.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS
IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR
EXISTING SANITARY SEWER
EXISTING WATER
EXISTING FENCE X
EXISTING WATER METER
PROPERTY BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
5015
5013
18" SAN
20" W
EXISTING STORM
18" SAN
EXISTING OVER-HEAD ELECTRIC OHEL
t
W
EXISTING AT&T FIBER OPTIC FO
GENERAL MANAGER
REVIEWED BY:
DATE:
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS.
22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit is obtained, if
applicable.
23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The Developer shall notify
the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days
prior to the start of any earth disturbing activity, or construction on any and all public improvements. If the City of Fort Collins Engineer is not available after proper
notice of construction activity has been provided, the Developer may commence work in the Engineer absence. However, the City of Fort Collins reserves the right not
to accept the improvement if subsequent testing reveals an improper installation.
24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is complete and prior to
the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the original geotechnical report,
the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may use the City of Fort Collins' default pavement thickness
section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be
submitted to the Inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur
until the City of Fort Collins Engineer approves the final report.
25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all intersections,
inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to the City of Fort Collins that these
elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the City of Fort Collins before installation
of base course or asphalt will be allowed on the streets.
26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes of these
standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property lines and marked so as to reduce
the excavation necessary for building connections.
27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for roads within these
districts.
28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the Wild Fire Hazard
Area Mitigation Regulations in force at the time of final plat approval.
29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree removal requiring a
permit.
30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA
Publication 2226, Excavating and Trenching.
31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The the City of Fort Collins,
Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall be responsible for providing any
and all traffic control devices as may be required by the construction activities.
32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic Operations
Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic sign then the contractor will be
charged for the labor, materials and equipment to reinstall the sign as needed.
33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local street
operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development.
34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site construction activities on
Sundays or holidays, unless there is prior written approval by Larimer County.
35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, or designated
to be provided, installed, or constructed, unless specifically noted otherwise.
36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for clarification, and
annotate the dimension on the as-built record drawings.
37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of
any permits and extension agreements needed for the job.
38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the Developer shall
contact the Designer and the City of Fort Collins Engineer immediately.
39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the Larimer County's
Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins Engineer.
40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis of
bearings. The information shall be as follows:
City of Fort Collins benchmark 92-1
EAST VINE DRIVE AT THE PLEASANT VALLEY AND LAKE CANAL INTERSECTION. ON A BRIDGE ON THE TOP OF THE NORTHWEST HEADWALL.
NGVD29 ELEVATION= 4943.13 (CITY OF FORT COLLINS DATUM)
NAVD88 = NGVD29 + 3.18'
City of Fort Collins benchmark SALGADO
NGS MONUMENT SET IN CONCRETE ON THE NORTH SIDE OF DONELLA CT. 13 FEET NORTH OF DONELLA CT AND 8 FEET EAST OF THE
ENTRANCE TO FIRE STATION NO. 6. APPROX. 135 FEET WEST OF SUMMITVIEW DR. AND DONELLA CT.
NGVD29 = 4929.64 (CITY OF FORT COLLINS DATUM)
NAVD88 = NGVD29 + 3.19'
41. All stationing is based on centerline of roadways unless otherwise noted.
42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and
improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the Developer's expense, unless
otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy.
43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be
documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in accordance with the City of Fort Collins Street
Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine. In streets
where more than one cut is made, an overlay of the entire street width, including the patched area, may be required. The determination of need for a complete overlay
shall be made by the Larimer County Engineer and/or the City of Fort Collins Inspector at the time the cuts are made.
44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades
and condition as required by these plans.
45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections.
46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a
minimum period of two years from the date of acceptance.
47. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the
following private streets: N.A.
48. Approved Variances are listed as follows: N/A
CONSTRUCTION NOTES
A. GRADING AND EROSION CONTROL NOTES
1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site.
2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans.
3. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All other required erosion
control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion
control report.
4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently watered so
as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion control facilities shown herein.
5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area(s) required for
immediate construction operations, and for the shortest practical period of time.
6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or
disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside project street rights-of-way shall
remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is
installed, unless otherwise approved by the City/County.
7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall:
a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in order to ensure the
continued performance of their intended function.
b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector.
c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector.
8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and debris from all drainage
infrastructure and other public facilities.
9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of way, and make
sure streets and walkways are cleaned at the end of each working day.
10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into
any waters of the United States.
11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter silt
fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched.
12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the
maintenance over to the City/County or Homeowners Association (HOA).
13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or contaminated
water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and
sanitary waste. The developer shall at all times take whatever measures are necessary to assure the proper containment and disposal of pollutants on the site in
accordance with any and all applicable local, state, and federal regulations.
14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and located at least fifty
(50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout material will be removed and properly disposed
of prior to the area being restored.
15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever measures are
determined necessary, as directed by the City.
B. STREET IMPROVEMENT NOTES
1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here.
2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval, prior to any street
construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to
placement of any asphalt.
3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean
construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel cuts shall not be
allowed unless approved by the City of Fort Collins Engineer in Fort Collins.
4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the subgrade has been
inspected and approved by the City of Fort Collins Engineer.
5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed.
6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be
documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25, Reconstruction and Repair. The finished
patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay
work shall be coordinated with adjacent landowners such that future projects do not cut the new asphalt overlay work.
7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as per the
Right-of-Way Work Permit traffic control plan.
8. The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt. Gutters that hold
more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly.
9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is
proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base
material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires
inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits
excessive pumping or deformation, as determined by the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth,
non-yielding surface. The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of
an Inspector.
C. TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES
1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction Notes listed here.
2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic.
3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD.
4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads.
5. All lane lines for concrete pavement should be epoxy paint.
6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement of the same. Their
placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols.
7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards.
8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction.
9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings.
10. All sign posts shall utilize break-away assemblies and fasteners per the Standards.
11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies identified during the field
inspection must be corrected before the 2-year warranty period will begin.
12. The Developer installing signs shall be responsible for locating and protecting all underground utilities.
13. Special care shall be taken in sign location to ensure an unobstructed view of each sign.
14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort Collins Traffic Engineer
reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an unforeseen condition warrants such signage
according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-year warranty period for new construction
(except fair wear on traffic markings).
15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail.
D. STORM DRAINAGE NOTE
1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities
shall be the responsibility of the property owner(s).
2. All recommendations of the Preliminary Drainage and Erosion Control Report for Timbervine dated May 28, 2014 by Galloway and Company, 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. ELCO STANDARD NOTES:
The following information is condensed from the current "Standard Construction Specification for Water Mains" as adopted by the East Larimer County Water District
(‘ELCO’ or ‘District’) and is to be considered as such. In the event of any question the full document shall take precedence.
1. It shall be the responsibility of the Contractor to coordinate field locates of all existing utilities prior to commencement of any construction. Contractor shall also notify all
affected utility companies prior to commencing construction. In event of damage to any existing utility Contractor shall immediately notify owner of the utility involved
and, unless authorized in writing by the owner of the subject utility, shall not attempt to make repairs. Cost of repairs shall be the responsibility of the Contractor.
2. Contractor shall continuously maintain adequate protection from damage of all public and private property through which the work is done.
3. All water main installation within the ELCO Water District shall be subject to current OSHA and COSHA safety requirements. Contractor shall also comply with any and
all requirements and regulations as set forth by City, County, State and Federal agencies having applicable authority.
4. No construction shall begin without prior design approval from ELCO. District shall be notified 48 hours in advance of starting construction or testing to allow for
scheduling. District shall inspect the construction as necessary and shall observe all line testing. Construction or testing shall conform to District Specifications at all
times. In event that State or City road excavation permit(s) are required Contractor shall notify District of proposed construction schedule well in advance to allow time
for District to obtain the required permit(s). Contractor is responsible for obtaining all County road permits which may be required. No verbal authorization for field
revision shall be given. All requests for such field revision shall be made in writing accompanied by proposed change indicated on copy of the approved design
drawings. Any field revision approved and installed shall also be accurately documented on As-Built drawings as detailed in Item 14 of these Notes.
5. Materials:
Plastic Pipe - All water piping shall be Polyvinyl Chloride (PVC). All PVC piping through 12-inch shall be manufactured in accordance with AWWA Standard C900,
"Polyvinyl Chloride (PVC) Pressure Pipe, 4-inch through 12-inch, For Water Distribution", Class 150 (SDR 18). All PVC piping 14-inch through 36-inch shall be
manufactured in accordance with AWWA Standard C905, "Polyvinyl Chloride (PVC) Water Transmission Pipe, Nominal Diameters 14-inch through 36", Class 200
(SDR 18). Approved manufacturers are JM Eagle, Certainteed, Gifford Hills or Carlon. Size of the pipe as shown on the approved plans. All non-metal water piping
shall be installed with a twelve (12) gauge braided copper wire, plastic coated, six hundred (600) volt taped to top of pipe and surfaced at each fire hydrant. Pipe
joints shall be made using an integral bell with an elastomeric gasket push-on type joint or using machined couplings of a sleeve type with rubber ring gaskets and
machined pipe ends to form a push-on type joint. All materials installed shall be free of manufacturer defects. Any defective or damaged materials noted on the
construction site shall be so marked and removed from the site. All fittings shall be mechanical joint, cast iron or ductile, manufactured in accordance with AWWA
Standard C110. Fittings shall be furnished with a cement-mortar lining of standard thickness class with a 250 psi pressure rating. Under no circumstances shall any
PVC piping be installed utilizing mechanical equipment to seat the joints.
Gate Valve - Gate valves shall conform to AWWA Standard C509-87 with mechanical joint, 2" open left operating nut and resilient seat. Valve shall be Mueller
A-2380-20 or approved equal.
Butterfly Valve - Butterfly valves shall conform to AWWA Standard C504-80 with mechanical joint, 2" open left operating nut, resilient seat.
Valve shall be Mueller or approved equal.
Fire Hydrant Assembly - Hydrant shall conform to AWWA Standard C502-85, 1" square open right operating nut, no American Darling units. Mueller Super Centurion
with epoxy coated shoe or American Flo Control Waterous Pacer WB-67-250X with epoxy coated shoe.
Fittings - All fittings shall be swing assemblies with anchor couplings.
6. Bedding: All water main installation shall include bedding. Bedding shall be 3/4" washed rock uniformly graded and compacted. Trench shall be excavated to a depth
below established grade equal to 1/4 of pipe diameter (min. 4"). Bell depressions shall be provided for all joints. In event that unstable trench conditions are
encountered at pipeline grade 1-1/2" uniformly graded washed rock shall be used for stabilization. Bedding material shall be placed and compacted under and around
sides of the pipe. Place bedding in such a manner as to provide solid, uniform bearing surface for full length of barrel. Minimum 30" backfill above pipe before other
than hand compaction equipment is to be used. Note maximum trench width detail.
7. Concrete: All concrete construction, including thrust blocks, shall be completed utilizing Type 5 or equal cement only.
8. Backfill: Backfilling of trench shall be performed as soon as practical, subsequent to inspection and approval. Backfilling of acceptable material shall be placed in lifts
not greater than one (1) foot. Backfill shall be compacted to 95% of optimum density in roadway areas and 90% in all other locations. Compaction testing of bedding
and backfill shall be at least five tests per 1,000 feet and at varying depths and locations in accordance with the requirements of the applicable authority.
9. All fittings, tees, plugs and fire hydrants shall be provided with anchor couplings, or Foster adapters, and concrete thrust blocks in accordance with ELCO
Specifications. All fittings, valves, fire hydrant shoes and plugs shall be poly wrapped prior to backfill.
10. In event that asphalt pavement is involved that has been in place less than two years (according to City or County Engineer's record) and is cut, the cut shall be a
minimum of 20 feet in width and will be replaced to the specified depth by a paving machine.
11. A minimum cover of 4-1/2 feet shall be maintained throughout the waterline and service line installation, particularly in areas of new grading and drainage swales. Extra
bury depth may be required to maintain minimum cover at drainage culvert crossings and/or fire hydrant runs. Maximum allowable cover shall be 6 feet, unless
specifically approved by the District.
12. All connections to existing waterlines shall be completed at developer's expense by ELCO personnel or the District's authorized contractor with no exception.
13. ELCO shall have the authority to ascertain that all construction of facilities is equal to or better than minimum construction requirements as set forth in these
Specifications. The District shall also have the authority to assign an inspector to check any and all work, including all materials to be incorporated in the work,
excavation, bedding, backfill, testing and all construction methods and practices.
14. Testing and Acceptance: All lines shall be pressure tested, chlorinated and flushed by the Contractor in accordance with District Specifications and under the District's
supervision. Upon passing chlorination testing, bacteriological testing will be completed by an accredited water quality control laboratory. Copies of all passing test
results, including soils compaction in the area of water main construction, shall be provided to the District.
15. Project As-Built and Record Drawing Requirements:
As-built drawings are prepared by the contractor. They confirm, in red ink, on-site changes to the original construction documents. The As Built drawings shall be
forwarded to engineer for conversion to Record Drawings.
Record drawings are prepared by the engineer and reflect on-site changes the contractor noted in the as-built drawings. The Record Drawings shall be approved by
ELCO prior to Preliminary Acceptance of the project. Record Drawings to be AutoCAD or approved ArcView shape files.
These documents shall accurately reflect any change made in the field which varies from the approved construction plan and including, at a minimum, field
dimensions and elevations, horizontal and vertical locations of underground utilities and appurtenances.
Include with the Record Drawings a complete copy of the recorded Filing Plat and a written confirmation of total costs of all water system improvements involved.
The Contractor shall warrant the materials, installation workmanship and surface restoration for a period of two years from date of Preliminary Acceptance. During
this warranty period the Contractor shall repair any defects in the work and maintain the work area. At the close of the two year warranty period and upon
satisfactory correction of any deficiencies noted, the District shall accept the constructed lines and appurtenances as the sole property and responsibility of ELCO.
F. BOXELDER SANITATION DISTRICT CONSTRUCTION NOTES:
The following information is condensed from the current “Standard Construction Specification for Sewer Mains” as adopted by the Boxelder Sanitation District (District) and is to be
considered as such. In the event of any question the full document shall take precedence.
1. Existing Utility Locates: It shall be the responsibility of the Contractor to coordinate field locates of all existing utilities prior to commencement of any construction. Contractor
shall also
notify all affected utility companies prior to commencing construction. In the event of damage to any existing utility, the contractor shall immediately notify the owner of the utility
involved and unless authorized in writing by the owner of the subject utility, shall not attempt to make repairs. The cost of repairs shall be the responsibility of the Contractor.
2. District Owned Easement Pictures: Contractor to provide sequential digital pictures spaced at no more than 300 feet detailing conditions of the off-site Boxelder Owned Easement
Conditions and any structures that could be affected, to the District and the property owner prior to the start of any off-site work. These pictures shall include all existing fence,
ditches,
ditch structures, out buildings, water troughs, trees and all other landscaping. Pictures are to be placed at no more than four (4) pictures on a 11x8 sheet of photo paper inserted into
transparent sleeves and delivered with the drawings of record in a three (3) ring binder.
3. Protection of Property: Contractor shall continuously maintain adequate protection from damage of all public and private property through which the work is done.
4. Safety: All sewer main installation within the District shall be subject to current (Occupational Safety and Heath Association (OSHA) and the Colorado Safety Association, (CSA)
safety requirements. Contractor shall also comply with any and all requirements and regulations as set forth by City, County, State and Federal agencies having applicable authority.
5. Start of Construction: No construction shall begin without prior design review of the District. The District shall be notified 48 hours in advance of starting construction or testing
to allow
for scheduling.
6. Road Excavation Permits: In event that State, County or City road excavation permit(s) are required, the Contractor is responsible for obtaining all road permits which may be
required.
7. Other Permits: The Contractor shall be responsible for obtaining all permits required for construction.
8. Revisions: No verbal authorization for field revision shall be given. All requests for field revision shall be made in writing accompanied by proposed change indicated on copy of
the
approved design drawings. Any field revision approved and installed shall also be accurately documented on the Drawings of Record.
9. Materials: Plastic Pipe -All gravity sanitary sewer piping shall be Polyvinyl Chloride (PVC) unless otherwise noted on the approved drawings. Pipe 15” and smaller shall conform to
ASTM D3034, Type PSM, and SDR 35. Pipe 18” and larger shall conform to ASTM F679. All fittings shall be (PVC) unless otherwise noted.
10. Pipe Cover: A minimum cover of 3-1/2 feet of cover shall be maintained throughout the sewer line and service line installation.
11. Bedding: All sewer main installation shall include bedding. Bedding shall be ¾” washed rock uniformly graded and compacted. Refer to force main desgin for force main bedding
requirements. Trench shall be excavated to a depth below established grade equal to ¼ of pipe diameter (min. 4”). Bell depressions shall be provided for all joints. In event that
unstable trench conditions are encountered at pipeline grade 1-1/2” uniformly graded washed rock shall be used for stabilization. Bedding material shall be placed and compacted
under and around sides of the pipe. Place bedding in such a manner as to provide solid, uniform bearing surface for full length of barrel. Minimum 30” initial lift above pipe before
other than hand compaction equipment is to be used. Note maximum trench width detail.
12. Backfill: Backfilling of trench shall be performed as soon as practical, subsequent to inspection and approval. Backfilling of acceptable material shall not be placed in lifts of
greater
than one (1) foot. Backfill shall be compacted to 95% of optimum density in roadway and residential areas and 90% in all off-site easement areas unless otherwise noted. Compaction
testing of bedding and back fill shall be at least five tests per 1,000 feet and at varying depths and locations in accordance with the requirements of the applicable authority or as
required in project specific specifications.
13. Concrete: All concrete construction shall be completed utilizing 3,000 psi at twenty-eight (28) days or equal concrete.
14. Pavement or Other Repairs: In event that asphalt or concrete pavement, sidewalks, storm sewers, waterline or any other public or privately owned property is damaged or requires
reconstruction due to the work, repairs or replacement will be made in accordance with the requirements of the appropriate governing authority. Private property will be returned to its
original condition or as close to original condition as reasonably possible, unless otherwise noted on the drawings.
15. Service Taps on Existing Lines: All taps made on existing lines shall be completed at developer's expense by District personnel or the District's authorized contractor with no
exception.
16. Inspection: Construction shall conform to District Standards and Specifications or project specific specifications at all times. The District shall inspect the construction as necessary
and shall observe all line testing. The District shall have the authority to ascertain that all construction of facilities is equal to or better than minimum construction requirements
as set
forth in
17. Testing: All lines shall be pressure tested and flushed by the Contractor in accordance with District Standards and Specifications and under the District's supervision. Upon passing,
copies of all passing test results including soils compaction in the area of sewer main construction shall be provided to the District.
18. Acceptance: Upon completion of all utility construction (sewer and other) and fulfillment of all District requirements, preliminary acceptance of new sewer system improvements will
occur in accordance with District's acceptance procedure.
19. Warranty: The Contractor shall warrant the materials, installation, workmanship and surface restoration for a period of two years from date of preliminary acceptance. During this
warranty period the Developer shall promptly repair any defects in the work and maintain the work area. At the close of the two-year warranty period the District will make a field
inspection. Upon satisfactory correction of any deficiencies noted the District would make final acceptance of the lines and work. The lines and the appurtenances shall then become
the sole property and responsibility of Boxelder Sanitation District.
20. Drawings of Record and Total Costs: Within 90 days of preliminary acceptance of the new facilities, the District shall be provided with acceptable Drawings of Record of the complete
system consisting of two sets of fill size reproduced prints, two sets of ½-size reproduced prints, one set of 6 mil double matted reproducible mylars and one complete digital file
equivalent (software and version to be confirmed at time of delivery). Written confirmation of the total cost of all sewer system improvements shall also be submitted with the Drawings
of Record.
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
MANAGER
DATE:
APPROVED:
DATE:
APPROVED:
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
SYSTEMS ENGINEER
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
R. Van Uffelen
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JUNE 18, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 41 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
06/18/14
REV
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH STREET,
SUITE A
WINDSOR, CO 80550
3760 E. 15th Street, Suite 202
Loveland, CO 80538
303.770.8884
303.770.3636
O
F
www.gallowayUS.com
Planning. Architecture. Engineering.
C 2014. Galloway & Company, Inc. All Rights Reserved
GENERAL MANAGER
REVIEWED BY:
DATE:
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS.
BIKE LANE
\A1;6'
\A1;5'
BIKE LANE
CV01
COVER SHEET
J. Prelog
N.Whitcomb
N/A
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
N.T.S.
VICINITY MAP
MAY, 2014
UTILITY PLANS FOR:
TIMBERVINE
COVER SHEET
GENERAL AND CONSTRUCTION NOTES
CV01
CV02
PROJECT BENCHMARKS:
TYPICAL ROAD SECTIONS
BASIS OF ELEVATION:
THE PROJECT BENCHMARKS :
92-1, EAST VINE DRIVE AT THE PLEASANT VALLEY AND LAKE CANAL INTERSECTION. ON A BRIDGE ON THE TOP OF THE
NORTHWEST HEADWALL.
NGVD29 UNADJUSTED ELEVATION= 4943.13 (CITY OF FORT COLLINS DATUM)
NAVD88 = NGVD29 + 3.18'
SALGADO, NGS MONUMENT SET IN CONCRETE ON THE NORTH SIDE OF DONELLA CT. 13 FEET NORTH OF DONELLA CT
AND 8 FEET EAST OF THE ENTRANCE TO FIRE STATION NO. 6. APPROX. 135 FEET WEST OF SUMMITVIEW DR. AND
DONELLA CT.
NGVD29 UNADJUSTED = 4929.64 (CITY OF FORT COLLINS DATUM)
NAVD88 = NGVD29 + 3.19'
BASIS OF BEARINGS:
BASIS OF BEARINGS:
COMMENCING AT THE NORTH QUARTER (N1/4) CORNER OF SAID SECTION 8 AND ASSUMING THE EAST LINE OF SAID
NW1/4 AS BEARING SOUTH 00°24'41" WEST, BEING A GRID BEARING OF THE COLORADO STATE PLANE COORDINATE
SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983/92, A DISTANCE OF 2646.00 FEET WITH ALL OTHER
BEARINGS CONTAINED HEREIN RELATIVE THERETO.
Summerpark Holdings LLC.
Landon Hoover
1218 West Ash, Suite A
Windsor, CO 80550
(303) 486-8553
SURVEY ENGINEER
DEVELOPER/APPLICANT
GEOTECHNICAL ENGINEER
CTL Thompson Inc.
351 Linden Street, Unit 140
Fort Collins, Colorado 80524
(303) 206-9455
TRAFFIC &
TRANSPORTATION
ENGINEERING
WILLIAM H. SMITH & ASSOCIATES, P.C.
Laine Landau, PLS
Office (970) 449-4496
Fax (970) 449-4498
508 W. 66TH Street, Unit #4
Loveland, CO 80538
PROJECT TEAM:
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:
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.
CERTIFICATION STATEMENT:
SHEET INDEX
EX01 EXISTING CONDITIONS AND DEMOLITION PLAN
G1-G3 GRADING PLANS
TRAFFIC ENGINEER
Matt Delich, PE
Delich Associates
2272 Glen Haven Drive
Loveland, Colorado 80538
(970) 669-2061
Russell + Mills Studios
Craig Russell, RLA, ASLA
141 S. College Avenue, Suite 104
Fort Collins, CO 80524
(970) 484-8855
PLANNER/
LANDSCAPE ARCHITECT
russell mills
studios
+
SITE
E. VINE DRIVE
S. TIMBERLINE RD.
N. LEMAY AVE.
E. MULBERRY ST.
UTILITY CONTACT LIST: *
UTILITY COMPANY
* This list is provided as a courtesy reference only. Galloway and Company assumes no responsibility for the
accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for
locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of
Colorado (UNCC) at 811 for additional information.
PHONE NUMBER
GAS----------------- Xcel Energy----------------------------- Stephanie Rich (970) 225-7828
ELECTRIC-------- City of Fort Collins Light & Power -- Doug Martine (970) 224-6152
CABLE------------- Xfinity-------------------------------------- Don Kapperman (970) 567-0425
TELECOM.--------Centurylink------------------------------- William Johnson (970) 377-6401
WATER------------ ELCO-------------------------------------- Mike Scheid (970) 493-2044
WASTEWATER--Boxelder Sanitation District ---------- Patricia Mathena (970) 498-0604
STORMWATER- City of Fort Collins Utilities ----------- Glen Schlueter (970) 221-6700
City Engineer Date
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
MANAGER
DATE:
APPROVED:
DATE:
APPROVED:
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
SYSTEMS ENGINEER
U1-U4 UTILITY PLANS
SS01-SS11 SANITARY PLAN AND PROFILES
SD01-SD03 STORM DRAIN PLAN AND PROFILES
RD01-RD13 ROAD PLAN AND PROFILES
PH01 PHASING PLAN
BEING LOCATED IN THE NE 1/4 OF SECTION 7, AND THE NW 1/4 OF SECTION
8, T7N, R 68 W OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF
LARIMER, STATE OF COLORADO
DR01 DRAINAGE PLAN
LAKE CANAL RESERVOIR COMPANY
APPROVAL
SECRETARY OF THE BOARD OF DIRECTORS: ALDEN V. HILL DATE
G4 OFF-SITE GRADING PLAN
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
R. Van Uffelen
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JUNE 18, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 41 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
06/18/14
REV
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH STREET,
SUITE A
WINDSOR, CO 80550
3760 E. 15th Street, Suite 202
Loveland, CO 80538
303.770.8884
303.770.3636
O
F
www.gallowayUS.com
Planning. Architecture. Engineering.
C 2014. Galloway & Company, Inc. All Rights Reserved
Galloway & Company
Rob Van Uffelen
3760 E. 15 Street, Suite 202
Loveland, Colorado 80538
(303) 770-8884
SITE ENGINEER
Planning. Architecture. Engineering.
GENERAL MANAGER
REVIEWED BY:
DATE:
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS.
RD14 SIGNAGE AND STRIPING PLAN