HomeMy WebLinkAboutTIMBERVINE - FDP - FDP140017 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSLOCAL STREET
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PARKING
PARKING
WALK
C L
PARKWAY
LAGER STREET
LAMBIC STREET
BOCK STREET
MACKINAC STREET
SAISON STREET
STOUT STREET
DUNKEL STREET
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PARKWAY
WALK
COMMERCIAL LOCAL STREET
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R.O.W.
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PARKING \A1;8'
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PARKWAY
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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PRIVATE ALLEY
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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 Final Drainage and Erosion Control Reports for Timbervine dated July 30, 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.
STATEMENT OF OWNERSHIP AND SUBDIVISION:
KNOW ALL PERSONS BY THESE PRESENTS, THAT THE UNDERSIGNED OWNER(S) OF THE FOLLOWING DESCRIBED
LAND:
A PARCEL OF LAND BEING A PART OF THE NORTHEAST QUARTER (NE1/4) OF SECTION SEVEN (7) AND THE
NORTHWEST QUARTER (NW1/4) OF SECTION EIGHT (8), TOWNSHIP SEVEN NORTH (T.7N.), RANGE SIXTY-EIGHT
WEST (R.68W.), SIXTH PRINCIPAL MERIDIAN (6TH P.M.), COUNTY OF LARIMER, STATE OF COLORADO AND BEING
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTH QUARTER (N1/4) CORNER OF SAID SECTION 8 AND ASSUMING THE EAST LINE OF SAID
Etϭͬϰ^ Z/E'^Khd,ϬϬΣϮϰΖϰϭΗt ^d͕ /E''Z/ Z/E'K&d, K>KZK^dd W>E KKZ/Ed
SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983/92, A DISTANCE OF 2646.00 FEET WITH ALL OTHER
BEARINGS CONTAINED HEREIN RELATIVE THERETO:
d, E ^Khd,ϬϬΣϮϰΖϰϭΗt ^d>KE'^/ ^d>/E /^dE K&ϱϲϭ͘ϭϬ& d͖
d, E EKZd,ϴϵΣϯϱΖϯϭΗt ^d/^dE K&ϲϱϲ͘ϲϱ& d͖
d, E EKZd,ϬϬΣϮϰΖϮϵΗ ^d/^dE K&ϲϱ͘ϳϱ& d͖
d, E EKZd,ϴϵΣϮϵΖϯϭΗt ^d/^dE K&ϭϰϱϳ͘ϵϱ& ddKd, Ed Z>/E K&>< E>͕^/WK/Ed
BEING THE POINT OF BEGINNING;
THENCE ALONG SAID CENTERLINE THE FOLLOWING TWENTY-FOUR COURSES AND DISTANCES:
d, E ^Khd,ϯϯΣϱϮΖϱϲΗ ^d/^dE K&ϴ͘Ϭϭ& d͖
d, E ^Khd,ϱϭΣϯϬΖϭϲΗ ^d/^dE K&ϯϱ͘ϱϭ& ddKWK/EdK&hZsdhZ ;WͿ͖
THENCE ALONG THE ARC OF A CURVE WHICH IS CONCAVE TO THE WEST A DISTANCE OF 139.59 FEET, WHOSE
Z/h^/^ϭϴϵ͘ϴϴ& d͕t,K^ >d/^ϰϮΣϬϳΖϭϭΗEt,K^ >KE',KZ Z^^Khd,ϯϬΣϮϲΖϰϬΗ ^d
DISTANCE OF 136.47 FEET TO A POINT OF TANGENCY (PT);
d, E ^Khd,ϬϵΣϮϯΖϬϱΗ ^d/^dE K&ϲϳ͘ϬϮ& d͖
d, E ^Khd,ϮϳΣϬϭΖϮϴΗ ^d/^dE K&ϳϵ͘ϰϲ& d͖
d, E ^Khd,ϯϵΣϮϰΖϰϬΗ ^d/^dE K&ϲϱ͘ϰϯ& d͖
d, E ^Khd,ϰϯΣϭϭΖϱϰΗ ^d/^dE K&ϯϯ͘ϰϳ& d͖
d, E ^Khd,ϮϴΣϭϬΖϱϲΗ ^d/^dE K&ϵϰ͘ϱϰ& d͖
d, E ^Khd,ϯϯΣϰϭΖϱϯΗ ^d/^dE K&ϱϭ͘ϬϬ& d͖
d, E ^Khd,ϰϮΣϮϯΖϭϯΗ ^d/^dE K&ϱϮ͘ϵϬ& d͖
d, E ^Khd,ϯϱΣϰϵΖϬϮΗ ^d/^dE K&ϭϮϭ͘ϴϬ& d͖
d, E ^Khd,ϯϬΣϬϰΖϱϭΗ ^d/^dE K&ϳϯ͘ϰϰ& ddKW͖
THENCE ALONG THE ARC OF A CURVE WHICH IS CONCAVE TO THE EAST A DISTANCE OF 63.18 FEET, WHOSE RADIUS
/^ϭϭϱ͘ϳϭ& d͕t,K^ >d/^ϯϭΣϭϳΖϭϬΗEt,K^ >KE',KZ Z^^Khd,ϰϱΣϰϯΖϮϱΗ ^d/^dE K&
62.40 FEET TO A PT;
d, E ^Khd,ϲϭΣϮϮΖϬϬΗ ^d/^dE K&ϱϰ͘Ϭϳ& ddKW͖
THENCE ALONG THE ARC OF A CURVE WHICH IS CONCAVE TO THE WEST A DISTANCE OF 87.88 FEET, WHOSE RADIUS
/^ϭϭϬ͘ϰϴ& d͕t,K^ >d/^ϰϱΣϯϰΖϮϱΗEt,K^ >KE',KZ Z^^Khd,ϯϴΣϯϰΖϰϳΗ ^d/^dE K&
85.58 FEET TO A PT;
d, E ^Khd,ϭϱΣϰϳΖϯϱΗ ^d/^dE K&ϱϳ͘ϲϳ& ddKW͖
THENCE ALONG THE ARC OF A CURVE WHICH IS CONCAVE TO THE EAST A DISTANCE OF 50.88 FEET, WHOSE RADIUS
/^ϭϭϯ͘ϱϳ& d͕t,K^ >d/^ϮϱΣϰϬΖϬϮΗEt,K^ >KE',KZ Z^^Khd,ϮϴΣϯϳΖϯϲΗ ^d/^dE K&
50.45 FEET TO A PT;
d, E ^Khd,ϰϭΣϮϳΖϯϲΗ ^d/^dE K&ϵϰ͘ϭϴ& d͖
d, E ^Khd,ϰϰΣϰϵΖϬϵΗ ^d/^dE K&ϳϱ͘ϬϮ& ddKW͖
THENCE ALONG THE ARC OF A CURVE WHICH IS CONCAVE TO THE WEST A DISTANCE OF 128.98 FEET, WHOSE
Z/h^/^ϮϮϭ͘ϮϬ& d͕t,K^ >d/^ϯϯΣϮϰΖϮϴΗEt,K^ >KE',KZ Z^^Khd,ϮϴΣϬϲΖϱϱΗ ^d
DISTANCE OF 127.16 FEET TO A PT;
d, E ^Khd,ϭϭΣϮϰΖϰϭΗ ^d/^dE K&ϳϰ͘ϳϲ& d͖
d, E ^Khd,ϭϴΣϭϱΖϰϬΗ ^d/^dE K&ϭϮϳ͘Ϭϰ& d͖
d, E ^Khd,ϮϯΣϮϱΖϭϳΗ ^d/^dE K&ϴϰ͘ϵϳ& d͖
d, E ^Khd,ϯϳΣϮϱΖϬϯΗ ^d/^dE K&ϭϵ͘ϵϬ& ddKd, EKZd,>/E K&/Eh^dZ/>h^/E ^^WZ<
INTERNATIONAL P.U.D. AS RECORDED IN LARIMER COUNTY RECORDS IN BOOK 2128 ON PAGE 409;
THENCE NORTH ϴϵΣϯϲΖϰϳΗ WEST ALONG SAID NORTH LINE A DISTANCE OF 1610.96 FEET TO THE EAST LINE OF DRY
CREEK MINOR SUBDIVISION, FIRST REPLAT AS RECORDED IN LARIMER COUNTY RECORDS UNDER RECEPTION NO.
20070083115;
THENCE NORTH ϬϬΣϮϰΖϬϴΗ EAST ALONG SAID EAST LINE A DISTANCE OF 1440.95 FEET;
d, E ^Khd,ϴϵΣϮϵΖϯϭΗ ^d/^dE K&ϳϭϬ͘ϭϰ& ddKd, WK/EdK& '/EE/E'͘
CONTAINS 39.205 ACRES MORE OR LESS.
FOR THEMSELVES AND THEIR SUCCESSORS IN INTEREST (COLLECTIVELY "OWNER") HAVE CAUSED THE ABOVE
DESCRIBED LAND TO BE SURVEYED AND SUBDIVIDED INTO LOTS, TRACTS, AND STREETS AS SHOWN ON THIS PLAT
C170 12.88' 350.00' ϮΣϬϲΖϮϵΗ ^ϯϱΣϱϰΖϯϭΗt 12.88'
C169 40.45' 350.00' ϲΣϯϳΖϭϳΗ ^ϰϬΣϭϲΖϮϰΗt 40.43'
C168 30.04' 350.00' ϰΣϱϱΖϬϯΗ ^ϰϲΣϬϮΖϯϰΗt 30.03'
C167 40.08' 350.00' ϲΣϯϯΖϰϯΗ ^ϱϭΣϰϲΖϱϳΗt 40.06'
C166 20.32' 350.00' ϯΣϭϵΖϯϱΗ ^ϱϲΣϰϯΖϯϲΗt 20.32'
C165 7.93' 5.00' ϵϬΣϰϵΖϰϵΗ ^ϳϲΣϭϭΖϰϭΗ 7.12'
C164 7.93' 5.00' ϵϬΣϰϵΖϰϵΗ ^ϮϮΣϮϵΖϯϲΗt 7.12'
C163 10.36' 350.00' ϭΣϰϭΖϰϯΗ ^ϲϴΣϰϱΖϮϯΗt 10.36'
C162 40.04' 350.00' ϲΣϯϯΖϭϲΗ ^ϳϮΣϱϮΖϱϮΗt 40.02'
C161 30.09' 350.00' ϰΣϱϱΖϯϭΗ ^ϳϴΣϯϳΖϭϱΗt 30.08'
C160
C159
C158 26.19' 20.00' ϳϱΣϬϮΖϮϲΗ EϱϰΣϰϮΖϭϯΗt 24.36'
C157 86.31' 476.50' ϭϬΣϮϮΖϰϮΗ ^ϴϭΣϭϳΖϱϯΗt 86.19'
C156 20.01' 476.50' ϮΣϮϰΖϮϰΗ EϳϰΣϱϰΖϮϬΗ 20.01'
C155 110.74' 476.50' ϭϯΣϭϴΖϱϴΗ EϲϳΣϬϮΖϯϵΗ 110.50'
C154 64.22' 69.50' ϱϮΣϱϲΖϮϲΗ EϰϳΣϱϲΖϭϰΗ 61.96'
C153 19.99' 69.50' ϭϲΣϮϵΖϬϭΗ EϬϯΣϮϯΖϬϵΗt 19.93'
C152 44.31' 69.50' ϯϲΣϯϭΖϯϱΗ EϮϵΣϱϯΖϮϳΗt 43.56'
C151 7.20' 199.00' ϮΣϬϰΖϭϴΗ ^ϰϳΣϬϳΖϬϱΗ 7.20'
C150 41.50' 199.00' ϭϭΣϱϲΖϱϵΗ ^ϰϬΣϬϲΖϮϳΗ 41.43'
C149 14.92' 9.50' ϵϬΣϬϬΖϬϬΗ ^ϰϱΣϬϬΖϬϬΗt 13.44'
C148 14.92' 9.50' ϵϬΣϬϬΖϬϬΗ ^ϰϱΣϬϬΖϬϬΗ 13.44'
C147 15.36' 423.50' ϮΣϬϰΖϯϵΗ EϴϴΣϱϳΖϰϬΗ 15.36'
C146 84.27' 423.50' ϭϭΣϮϰΖϬϯΗ EϴϮΣϭϯΖϭϵΗ 84.13'
C145 20.02' 423.50' ϮΣϰϮΖϯϬΗ EϳϱΣϭϬΖϬϮΗ 20.02'
C144 50.57' 423.50' ϲΣϱϬΖϮϵΗ ^ϳϬΣϮϯΖϯϮΗt 50.54'
C143 48.31' 423.50' ϲΣϯϮΖϭϬΗ ^ϲϯΣϰϮΖϭϯΗt 48.29'
C142 0.37' 423.50' ϬΣϬϮΖϱϴΗ ^ϲϬΣϮϰΖϯϵΗt 0.37'
C141 31.42' 20.00' ϵϬΣϬϬΖϬϬΗ ^ϲϮΣϭϭΖϬϬΗ 28.28'
C140 31.42' 20.00' ϵϬΣϬϬΖϬϬΗ EϮϳΣϰϵΖϬϬΗ 28.28'
C139 31.53' 210.00' ϴΣϯϲΖϭϬΗ ^ϲϴΣϯϬΖϱϱΗt 31.50'
C138 30.59' 210.00' ϴΣϮϬΖϰϳΗ ^ϲϬΣϬϮΖϮϲΗt 30.56'
C137 4.61' 190.00' ϭΣϮϯΖϮϴΗ ^ϳϮΣϬϳΖϭϲΗt 4.61'
C136 51.59' 190.00' ϭϱΣϯϯΖϮϵΗ ^ϲϯΣϯϴΖϰϳΗt 51.43'
C135 28.68' 506.50' ϯΣϭϰΖϯϵΗ ^ϲϲΣϬϰΖϯϴΗt 28.67'
C134 42.79' 506.50' ϰΣϱϬΖϮϱΗ ^ϳϬΣϬϳΖϭϬΗt 42.78'
C133 20.00' 506.50' ϮΣϭϱΖϰϲΗ ^ϳϯΣϰϬΖϭϱΗt 20.00'
C132 83.67' 506.50' ϵΣϮϳΖϱϯΗ ^ϳϵΣϯϮΖϬϱΗt 83.57'
C131 50.68' 506.50' ϱΣϰϯΖϱϵΗ ^ϴϳΣϬϴΖϬϭΗt 50.66'
C130 9.74' 8.50' ϲϱΣϰϭΖϬϯΗ EϯϮΣϱϬΖϯϮΗt 9.22'
C129 3.61' 8.50' ϮϰΣϭϴΖϱϳΗ EϳϳΣϱϬΖϯϮΗt 3.58'
C128 3.61' 8.50' ϮϰΣϭϴΖϱϳΗ ^ϳϳΣϱϬΖϯϮΗt 3.58'
C127 9.74' 8.50' ϲϱΣϰϭΖϬϯΗ ^ϯϮΣϱϬΖϯϮΗt 9.22'
C126 9.74' 8.50' ϲϱΣϰϭΖϬϯΗ EϯϮΣϱϬΖϯϮΗt 9.22'
C125 3.61' 8.50' ϮϰΣϭϴΖϱϳΗ EϳϳΣϱϬΖϯϮΗt 3.58'
C124
C123
C122
C121
C120
C119
C118
C117
C116
C115 20.00' 326.50' ϯΣϯϬΖϯϱΗ ^ϴϭΣϭϳΖϬϵΗt 20.00'
C114 51.74' 421.50' ϳΣϬϭΖϱϴΗ ^ϴϲΣϮϵΖϬϭΗt 51.70'
C113
C112
C111
COLLINS AIRE
MOBILE HOME PARK
COLLINS AIRE
MOBILE HOME PARK
53' ROW
53' ROW
53' ROW
53' ROW
53' ROW
53' ROW
53' ROW
OWNER:
BURLINGTON NORTHERN RAILROAD
BOOK 506, PAGE 199
OWNER:
BURLINGTON NORTHERN RAILROAD
BOOK 506, PAGE 199
OWNER: CAMHP LLC
REC. NO. 96025645
OWNER: CAMHP LLC
REC. NO. 96025645
DRY CREEK MINOR SUBDIVISION, FIRST REPLAT
BLOCK 1
45
46
47
48
55
56
57
58
59
60
61
62
63
TRACT M
TRACT A
LAGER STREET
STOUT STREET
LAGER STREET
BOCK STREET
MACINAC STREET
LAGER STREET
11
19
18
17
16
ZONING:
LARIMER COUNTY
O = OPEN
ZONING:
LARIMER COUNTY
I = INDUSTRIAL
ZONING:
HOOD LMN=LOW DENSITY MIXED-USE NEIGHBORHOOD
UNPLATTED
UNPLATTED
UNPLATTED
53' ROW
53' ROW
53' ROW
53' ROW
72' ROW
53' ROW
OWNER: CAMHP LLC
REC. NO. 96025645
OWNER:
CHARLES, JAMES GIBSON &
SANDRA LYNN
REC. # 93005880
LOT 4
INDUSTRIAL
BUSINESS PARK
INTERNATIONAL
P.U.D.
AMENDED PLAT OF LOTS 5-9, INDUSTRIAL BUSINESS PARK INTERNATIONAL P.U.D. AMENDED PLAT OF LOTS 5-9, INDUSTRIAL BUSINESS PARK INTERNATIONAL P.U.D.
ENVELOPE D
INDUSTRIAL
BUSINESS PARK
INTERNATIONAL
P.U.D.
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5
STOUT STREET
LAGER STREET
MEXICO WAY
SAISON STREET
MACINAC STREET
MEXICO WAY
10
9
8
7
6
5
4
3
2
1
15
14
13
12
11
24
23
22
19
18
17
16
21
20
ZONING:
I = INDUSTRIAL I = INDUSTRIAL
ZONING:
ZONING:
LARIMER COUNTY
O = OPEN
SAN SAN
WTR WTR
SAN SAN
SAN
WTR
IRR
WTR WTR
IRR
IRR
WTR
WTR WTR
SAN
SAN
SAN
SAN
SAN SAN
SAN
SAN SAN
WTR
WTR WTR WTR
WTR WTR WTR WTR WTR
WTR
SAN
SAN
WTR
WTR
WTR
WTR
WTR
T
TV
EM TE
GM
GM GM
GM
GM
EMEM CATV
E
TE
GM
GM
GM GMTE
TE
EM EM
E
GAS
EM
TE
GM
GM
EM
GM EM CATV EM
GM
GM
GM
T
E
TE
EM
GM GM GAS
SAN SAN
WTR WTR
SAN SAN
SAN
WTR
IRR
WTR WTR
IRR
IRR
WTR
WTR WTR
SAN
SAN
SAN
SAN
SAN SAN
SAN
SAN SAN
WTR
WTR WTR WTR
WTR WTR WTR WTR WTR
WTR
SAN
SAN
WTR
WTR
WTR
WTR
WTR
T
TV
EM TE
GM
GM GM
GM
GM
EMEM CATV
E
TE
GM
GM
GM GMTE
TE
EM EM
E
GAS
EM
TE
GM
GM
EM
GM EM CATV EM
GM
GM
GM
T
E
TE
EM
GM GM GAS
UD UD
UD
UD UD
UD
UD UD UD UD
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 12"
HDPE CULVERT
@ 0.80%
GRASS SWALE
@ 0.60%
PROPOSED 30"
HDPE CULVERT
@ 0.50%
PROPOSED 30"
HDPE CULVERT
@ 0.50%
PROPOSED 8"
HDPE CULVERT
@ 0.50%
GRASS SWALE
@ 0.50%
A
LAMBIC STREET
A A A A A
A
A
A A A A A A
LAGER STREET
STOUT STREET
LAGER STREET
B B B B B B
B
B
B
B
B
B
A/B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
UD UD
UD
UD UD
UD
UD
UD
UD
UD
UD UD
UD
UD
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 15"
RCP CULVERT
@ 0.50%
GRASS SWALE
@ 0.50%
PROPOSED
STORM DRAIN
GRASS SWALE
@ 0.50%
8" PERFORATED
PIPE
PLD OVERFLOW
ELEV= 4933.75
10' WIDE SOFT
BOTTOM PAN
(SEE DETAILS)
STOUT STREET
SAISON STREET
B B
B
B
B
B
B
B
B
B
B
MACKINAC STREET
MACKINAC 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
UD UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD UD
UD
UD UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
PROPOSED
DETENTION
POND
PROPOSED 30"
HDPE CULVERT
@ 0.50%
PROPOSED 30"
HDPE CULVERT
@ 0.50%
PROPOSED
STORM DRAIN
10' WIDE SOFT
BOTTOM PAN
RETAINING/SEAT
2' WALL
PROPOSED FENCE
50' BUFFER
LAGER STREET
SAISON STREET
B
B
B
B
B
B
B
ALLEY D
ALLEY G
ALLEY F
A
A
A
A
PROPOSED
30' EASEMENT
INTERNATIONAL
BLVD
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:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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
UD UD
UD
UD UD
UD
UD UD UD UD
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
LAMBIC STREET
LAGER STREET
STOUT STREET
LAGER STREET
BOCK STREET
LAMBIC STREET
BOCK STREET
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 4
FG=39.84
B
LOT 5
FG=40.16
TF=40.83
B
LOT 6
FG=40.47
TF=41.14
B
LOT 7
FG=40.78
TF=41.45
B
LOT 8
FG=41.09
TF=41.76
B
LOT 9
FG=41.24
TF=41.91
B
LOT 10
FG=41.84
UD UD
UD
UD UD
UD
UD
UD
UD
UD
UD UD
UD
UD
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
LOW GRADIENT
GRASS SWALE
8" PERFORATED
PIPE
PLD OVERFLOW
ELEV= 4933.75
10' WIDE SOFT
BOTTOM PAN
STOUT STREET
SAISON STREET
MACKINAC STREET
MACKINAC STREET
MACKINAC STREET
DUNKEL STREET
ALLEY A
ALLEY B
ALLEY C
ALLEY D
ALLEY E
MEXICO WAY
BLOCK 1
BLOCK 2
BLOCK 6
BLOCK 7
TRACT H
TRACT G
TRACT I
TRACT F
TRACT A
TRACT B
TRACT E
BLOCK 5
\A1;5' SIDEWALK
LOT 1
FG=38.91
TF=39.58
B
LOT 2
FG=39.22
UD UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD UD
UD
UD UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
PROPOSED
DETENTION
POND
PROPOSED
STORM DRAIN
10' WIDE SOFT
BOTTOM PAN
RETAINING/SEAT
WALL
PROPOSED FENCE
50' BUFFER
LAGER STREET
SAISON STREET
ALLEY D
ALLEY G
ALLEY F
PROPOSED
SIDEWALK
CHASE
BLOCK 8
BLOCK 2
TRACT J
TRACT K
TRACT L
TRACT L
TRACT B
\A1;5' SIDEWALK TRICKLE
CHANNEL
(SEE DETAILS)
LOT 34
FG=38.81
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'' 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'' W 8'' W 8'' W 8''
W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8''
W 8''
W 8''
W 8''
W 8''
W 8'' W 8''
W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8''
W 8''
W 8''
W 8''
W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8''
M
M
M
M
M
M
M
M
M
M
M
M
M M M M
M
M
M
M M M M M M
M M M M M M M M
M
M
M M M M M M
M M M M M M
M
M
M M M M M M M M
S
S
S
S
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''
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'' 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''
SS 10" SS 10" SS 10" SS 10" SS 10"
SS 10"
SS 8'' SS 8'' SS 8'' SS 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''
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''
W 8'' W 8'' W 8'' W 8''
W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8''
S
M
M
M
M
M
M
M
M
M M M M M M M M M M
M M
M
W 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''
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''
M
M
M
M
M M
M
M
M
M
M
M
S
S
S
S
S
S
S
S
S
S
S
M
M
M
M
M
M
S
S
S
S
W 8'' W 8''
W 8''
W 8'' W 8''
W 8'' W 8'' W 8'' W 8'' W 8'' 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"
SS 10"
SS 10"
SAN
SAN
SAN SAN SAN SAN
GAS
GAS
GAS
GAS
GAS
GAS
T
T
T
T
T
T T
T
T
T
WTR
WTR
WTR
WTR
WTR
WTR
WTR
TV
TV
TV
TV
TV
TV
TV
TV TV
TV
TV TV
TV TV
E
T
4910
4915
4920
4925
4930
4935
4940
4945
4950
4955
4910
4915
4920
4925
4930
4935
4940
4945
4950
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" 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"
4910
4915
4920
4925
4930
4935
4940
4945
4950
4955
4910
4915
4920
4925
4930
4935
4940
4945
4950
4955
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 4933.0±
INV. IN 4922.85 (N)
INV. OUT 4922.65 (S)
DEPTH 10.34'
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 4934.1±
INV. IN 4926.05 (NW)
INV. OUT 4925.85 (SW)
DEPTH 8.27'
SSMH-9
CL Sanitary 1 STA 28+78.00
RIM 4935.62±
INV. IN 4927.31 (NW)
4910
4915
4920
4925
4930
4935
4940
4945
4950
4955
4910
4915
4920
4925
4930
4935
4940
4945
4950
4955
41+00 40+00 39+00 38+00 37+00 36+00 35+00 34+00 33+00 32+00 31+00
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''
SS 8''
SS 8''
SS 8'' SS 8'' SS 8''
SS 8''
4910
4915
4920
4925
4930
4935
4940
4945
4950
4955
4910
4915
4920
4925
4930
4935
4940
4945
4950
4955
19+50 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50
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 7.68'
400.00 LF
8" PVC
4910
4915
4920
4925
4930
4935
4940
4945
4950
4955
4910
4915
4920
4925
4930
4935
4940
4945
4950
4955
27+50 27+00 26+00 25+00 24+00 23+00 22+00 21+00 20+00 19+00
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 4940.4±
INV. OUT 4931.68 (S)
DEPTH 8.71'
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''
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''
S
S
4910
4915
4920
4925
4930
4935
4940
4945
4950
4955
4910
4915
4920
4925
4930
4935
4940
4945
4950
4955
9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
SSMH-6
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 4936.5±
INV. OUT 4931.53 (E)
DEPTH 4.97'
W 8'' W 8'' W 8'' 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 4938.1±
INV. OUT 4932.15 (E)
DEPTH 5.93'
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 7.09'
SSMH 11-2
STA 14+79.42
RIM 4939.7±
INV. OUT 4932.63 (E)
DEPTH 7.04'
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''
S
S
S
S
S
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''
S
S
S
S
S
S
S
S
UD
UD
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 12+50
FES B
STA 10+00.00
INV. 4927.01 (E)
INLET B1
RECTANGULAR JUNCTION STRUCTURE NF
STA 10+50.93
FL 4932.6±
INV. IN 4927.19 (E)
INV. OUT 4927.19 (W)
DEPTH 5.39'
INLET B2
RECTANGULAR JUNCTION STRUCTURE NF
STA 11+00.93
FL 4932.58±
INV. IN 4927.37 (E)
INV. OUT 4927.37 (W)
DEPTH 5.21'
FES B3
STA 11+80.80
INV. 4927.65 (W)
X X X X
X X
X X X
BLOCK 7
LOT 3 LOT 2 LOT 1
LOT 1
LOT 2
LOT 3
LOT 4 LOT
15
LOT 6
LOT 5
LOT 6
LOT
10
LOT
15
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''
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 9+96.20
INV. 4924.67 (NW)
SDMH SO2
4' DIA FLAT TOP SDMH
STA 11+16.26
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+54.83
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+11.19
RIM 4933.34±
INV. IN 4926.70 (W)
INV. OUT 4926.70 (S)
DEPTH 6.65'
POND B OUTLET STRUCTURE
OUTLET STRUCTURE
STA 20+98.14
INV. 4926.88 (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+82.55
SAN
SAN SAN
X X X X
LOT 1
LOT 2 LOT 3 LOT 4 LOT 5 LOT 6
LOT 1 LOT 2
LOT 3 LOT 4 LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 20
LOT 19
LOT 18
LAGER STREET
\A1;53' ROW
4.5'
WALK
STOUT STREET
SEE SHEET RD03
\A1;9' EASEMENT
BLOCK 2
TRACT B
TRACT B
BLOCK 2
BLOCK 2
Δ
∆
LOT 13
LOT
14
LOT 9
LOT 10
LOT 11 LOT 12
LOT 13
LOT 14
LOT 15
LOT 16
LOT
17
LOT 7
LOT
8
LOT 17
LOT 18
LAGER STREET
BOCK STREET
SEE SHEET RD06
LAMBIC STREET
SEE SHEET RD05
\A1;53' ROW
\A1;4.5' WALK
\A1;9' EASEMENT
BOCK STREET
BLOCK 2
TRACT B
BLOCK 2
4925
4930
4935
4940
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD UD
LOT 15 LOT 16
LOT
17
LOT 18
LOT 19
LOT 20
LOT 21 LOT 23
LOT 17
LOT 11
LOT 12
LOT 26
LOT 25
LOT 24
LOT 18
LOT 19
LOT 20
LOT 21
LOT 22
LOT 10
LOT 9
LOT 8
LOT 7
LOT 21
LOT 22
LOT 23
LOT 18
LOT 17
LOT 16
LOT 19
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
BOCK STREET
MACKINAC STREET
SAISON STREET
\A1;4.5' WALK
BLOCK 8
BLOCK 2
TRACT J
TRACT K
TRACT E
X
X X X X
X X X X X
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 A
TRACT B
TRACT B TRACT B
LOT 1
LOT 5
BOCK STREET
SEE SHEET RD06
LAMBIC STREET
SEE SHEET RD05
LAGER STREET
SEE SHEET RD01
\A1;53' ROW
MACHINAC STREET
SEE SHEET RD07
STOUT STREET
\A1;4.5' WALK
\A1;53' ROW
\A1;4.5' WALK
\A1;9' EASEMENT
\A1;8' EASMENT
Δ
Δ
4925
4930
4935
4940
4945
4925
4930
4935
4940
4945
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
4925
4930
4935
4940
4945
4925
4930
4935
4940
4945
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
4925
UD
UD UD
UD
UD
UD
UD UD
UD
UD
UD
UD
UD
UD
UD
UD
TRACT F
BLOCK 6
BLOCK 6
BLOCK 2
TRACT A
LOT 6 LOT 7 LOT 8
LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10
TRACT H
BLOCK 8
BLOCK 8
LOT 1
LOT 19
LOT 20
LOT 21
LOT 22
LOT 10
LOT 9
LOT 8
LOT 7
LOT 5 LOT 6
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
LOT 20
LOT 21
LOT 22
LOT 23
LOT 24
LOT 16
DUNKEL STREET SEE
SHEET RD09
ALLEY B
SEE SHEET RD10
ALLEY C
SEE SHEET RD11
ALLEY E
SEE SHEET RD12
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 1
LOT 2 LOT 3 LOT 4 LOT 5 LOT 6
LOT 7
LOT 8
BLOCK 2
TRACT B
TRACT B
BLOCK 3
STOUT STREET
SEE SHEET RD03
\A1;53' ROW
\A1;4.5' WALK
LAGER STREET
SEE SHEET RD01
LAMBIC STREET
\A1;9' EASEMENT
∆
4925
4930
4935
4940
4945
4925
4930
4935
4940
4945
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00
4925
4930
4935
4940
4945
4925
4930
4935
4940
4945
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00
4925
4930
4935
UD
UD
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
STREET B
SEE SHEET RD03
\A1;53' ROW
\A1;4.5' WALK
BOCK STREET
LAGER STREET
SEE SHEET RD02
LAGER STREET
SEE SHEET RD02
\A1;9' EASEMENT
∆
4925
4930
4935
4940
4945
4925
4930
4935
4940
4945
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50
4925
4930
4935
4940
4945
4925
4930
UD
UD
UD
UD
UD UD
UD
UD UD
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
LOT 21
LOT 22
LOT 23
LOT 24
LOT 8
LOT 7
LOT 6
MACKINAC STREET
BLOCK 5
BLOCK 5
TRACT E
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
BLOCK 3
BLOCK 7
BLOCK 7
BLOCK 7
LOT 8 BLOCK 7
LOT 11
LOT 12 LOT 23
LOT 24
LOT 19
LOT 18
LOT 17
LOT 16
ALLEY B
SEE SHEET RD10
LOT 5
LOT 4 LOT 1 LOT 2 LOT 3 LOT 4 LOT 1 LOT 2 LOT 3
LOT 8
LOT 7
ALLEY C
UD
UD
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
MEXICO WAY
\A1;60' ROW
\A1;72' ROW
\A1;5' WALK
MEXICO WAY
EXISTING 60' ROW
PROPOSED 72' ROW
TO BE DEDICATED BY
SEPARATE DOCUMENT
4920
4925
4930
4935
4940
4920
4925
4930
4935
4940
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
4920
4925
4930
4935
4940
4920
4925
4930
4935
4940
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
4920
4925
4930
4935
4940
4920
4925
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
MACKINAC STREET
SEE SHEET RD07 SAISON STREET
SEE SHEET RD04
ALLEY A
SEE SHEET RD10
\A1;53' ROW
\A1;4.5' WALK
LOT 4
\A1;20' WIDTH
\A1;20' WIDTH
MEXICO WAY
INTERNATIONAL
BLVD
\A1;EXISTING 60' ROW
PROPOSED 72' ROW
TO BE DEDICATED BY
SEPARATE DOCUMENT
4920
4925
4930
4935
4940
4920
4925
4930
4935
4940
18+00 19+00 20+00 21+00 22+00 23+00
4920
4925
4930
4935
4940
4920
4925
4930
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
20'
WIDTH
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
\A1;20' WIDTH
MACKINAC STREET
SEE SHEET RD8
SAISON STREET
SEE SHEET RD04
UD UD UD UD
UD
UD
UD UD
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
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' WIDTH
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
UD
UD UD UD
UD
UD
UD
LOT 26
LOT 25
LOT 22
BLOCK 7
BLOCK 7
4920
4925
4930
4935
4940
4945
4950
4920
4925
4930
4935
4940
4945
4950
9+50 10+00 11+00 12+00 13+00
UD UD UD UD UD
UD
UD
X
ALLEY E
BLOCK 7
LOT 14 LOT 15
LOT 20
LOT 21
SAISON STREET
SEE SHEET RD04
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
UD
UD
UD
UD
UD
UD
ALLEY G
SAISON STREET
SEE SHEET RD04
UD UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD UD
UD
UD UD
UD
UD
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
ALLEY E
SEE SHEET RD12
ALLEY G
SEE SHEET RD12
SAISON STREET
\A1;20'
\A1;9'
\A1;19'
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: AMBER WAVES LLC REC'D 1/29/1993
REC. NO. 20140020475
OWNER: AMBER PARCEL # 8708208005
WAVES LLC
REC. NO. 423677
PARCEL # 8707108004
X X
X
X X
X X X X X X X X
X X X
X
X
X X X X
X X
X
X
X
X
X X
X X
X
X
X X X X X X
X
X
X
X
SAISON STREET
MEXICO WAY
LOT 1
15
Δ
Δ
TRACT L
TRACT B
LOT
10
LOT
22
LOT
23
LOT
24
LAGER STREET
SAISON STREET
Δ
Δ
Δ
Δ
Δ
75'
TRANSITION
LOT
36
LOT
37
LOT
26
LOT
25
LOT
19
LOT
18
LAGER STREET
MACKINAC STREET
Δ
Δ
INTERNATIONAL BLVD.
MEXICO WAY
Δ
Δ
Δ
A INTERNATION BLVD & MEXICO WAY
RD15
RD15
INTERSECTION DETAILS
J. Prelog
N. Whitcomb
1"=20'
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
R. Van Uffelen
\A1;75' TRANSITION
BOCK STREET
LAGER STREET
BLOCK 2
LOT
31
LOT
18
LOT
11
LOT
12
Δ
\A1;75' TRANSITION
LOT
14
LOT
27
LOT
28
LOT 7
LOT 8
LAMBIC STREET
LAGER STREET
Δ
Δ
SECTION 7
SECTION 8
LAGER STREET
LOT 1 LOT 2
LOT
15
LOT
14
LOT
13
STOUT STREET
Δ
Δ
Δ
Δ
\A1;75' TRANSITION
LAMBIC STREET
TRACT B
LOT 9
LOT 1 LOT 2
STOUT STREET
Δ
Δ
RD16
INTERSECTION DETAILS
J. Prelog
N. Whitcomb
1"=20'
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
\A1;75' TRANSITION
STOUT STREET
LOT 6
LOT 9 LOT
10
LOT 1 LOT 2
BOCK STREET
Δ
Δ
\A1;75' TRANSITION
LOT 1
LOT 15
LOT 14
LOT
13
LOT
14
LOT 1 LOT 2
STOUT STREET
MACKINAC STREET
Δ Δ
Δ Δ
\A1;75' TRANSITION
LOT 13
LOT 12
LOT 11
LOT 5 LOT 6
LOT LOT 9
SAISON STREET
STOUT STREET
\A1;75' TRANSITION
Δ
Δ
Δ
Δ
MACKINAC STREET
LOT
16
LOT
17
LOT
18
LOT 4 LOT 1 LOT 2
DUNKEL STREET
\A1;75' TRANSITION
Δ
Δ
RD17
INTERSECTION DETAILS
J. Prelog
N. Whitcomb
1"=20'
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
R. Van Uffelen
DESIGNED BY:
TRACT G
TRACT F
LOT 8
LOT 7 LOT 6 LOT 5
LOT 4 LOT 5
DUNKEL STREET
SAISON STREET
\A1;75' TRANSITION
Δ
Δ
RD18
INTERSECTION DETAILS
J. Prelog
N. Whitcomb
1"=20'
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
R. Van Uffelen
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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
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Planning. Architecture. Engineering.
C 2014. Galloway & Company, Inc. All Rights Reserved
KEYMAP
DRY
CREEK
E. VINE DR.
S. TIMBERLINE RD.
TIMBERVINE
M DUNKEL STREET & SAISON STREET
RD18
( IN FEET )
1 inch = ft.
0 Feet
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
R. Van Uffelen
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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
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Planning. Architecture. Engineering.
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DT01
DETAILS
WATER
J. Prelog
N. Whitcomb
1"=1'
ELCO WATER DISTRICT
DETAIL:
DRAWN: DATE:
CASING CHOCKS TO BE POWERSEAL MODEL 4810
(STANDARD CONFIGURATION) OR EQUAL.
%%U MANUFACTURER: %%U
POWERSEAL PIPELINE PRODUCTS CORP.
P.O. BOX 2014
WICHITA FALLS, TX. 76307
(800) 433-0932
CASING
CARRIER PIPE
CASING CHOCKS - 3 PER PIPE
SECTION ON 6' CENTERS
CASING
CARRIER PIPE
CASING CHOCK ASSEMBLY
%%U CENTERLINE SECTION %%U
%%U END SECTION %%U
BURIED CASING DETAIL R.K.B. 12/28/93
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
R. Van Uffelen
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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
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Planning. Architecture. Engineering.
C 2014. Galloway & Company, Inc. All Rights Reserved
DT02
DETAILS
WATER
J. Prelog
N. Whitcomb
1"=1'
ELCO WATER DISTRICT
DETAIL:
DRAWN: DATE:
1/4 O.D. 4" MIN.
TRENCH BACKFILL
UNDISTURBED SOIL
3/4" WASHED ROCK COMPACTED
PIPE SUBGRADE
%%U CLASS B BEDDING DETAIL %%U
PIPE O.D.
PIPE SUBGRADE
1/4 O.D. 4" MIN. UNDISTURBED SOIL
DO NOT USE
MECHANICAL EQUIPMENT
IN THIS ZONE
CAREFULLY COMPACTED
SELECT SOIL
%%U MODIFIED CLASS B BEDDING DETAIL %%U
CLASS B BEDDING DETAIL RKB 10/91
12" MIN.
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
R. Van Uffelen
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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
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Planning. Architecture. Engineering.
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DT03
DETAILS
SANITARY
J. Prelog
N. Whitcomb
1"=1'
24" SOLID RING & COVER
VARIES
18" OR LESS 48"
21" TO 27" 60"
30" TO 42" 72"
PIPE SIZE MANHOLE I.D.
FLOWLINE
PIPE I.D.
I.D. SEE NOTES
VARIES
TO STEP
2'-6" MAX
2'-0" I.D.
VARIES 1'4" MAX
GROUT
PIPE I.D.
RING 8" TALL
STANDARD MANHOLE DETAIL
BOXELDER SANITATION DRAWN BY: MTC DISTRICT
N.T.S. 2-13-96
DT04
DETAILS
DRAINAGE
J. Prelog
N. Whitcomb
1"=1'
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:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
DT05
DETAILS
DRAINAGE
J. Prelog
N. Whitcomb
1"=1'
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:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
DT06
DETAILS
DRAINAGE
J. Prelog
N. Whitcomb
1"=1'
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:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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.
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IF RISER IS REQUIRED THE
BASE IS POURED WITH A
BACK OF
WALK
HIGH SIDE
OF LOT
CURB FLOW LINE
R.O.W.
LOW SIDE
OF LOT
HIGH POINT
SIDEWALK
DRIVEWAY
CURB
BACK OF
2% (MINIMUM) SLOPE 2% SLOPE
(MINIMUM)
STREET
(HP) HIGH (HP) POINT
7 TO 9 FEET
VERTICAL
DROP
DROP
(MINIMUM) 6" VERT.
1% OR (MINIMUM) 2%
SLOPE
(MINIMUM)
1% OR 2%
SLOPE
CURB FLOW LINE
R.O.W.
LOW OF SIDE LOT
2% (MINIMUM) SLOPE
HIGH POINT
(MINIMUM)
2% SLOPE
2% (MINIMUM) SLOPE
R.O.W. LOW OF SIDE LOT
BACK CURB OF
HIGH OF LOT SIDE
SIDEWALK
DRIVEWAY
STREET
CURB FLOW LINE
(HP)
HIGH (HP) POINT
1% SLOPE OR (MINIMUM) 2%
1% SLOPE OR (MINIMUM) 2%
BACK OF
WALK
HIGH SIDE
OF LOT
CURB FLOW LINE
R.O.W.
LOW SIDE
OF LOT
HIGH POINT
SIDEWALK
DRIVEWAY
CURB
BACK OF
2% (MINIMUM) SLOPE 2% SLOPE
DT08
DETAILS
GRADING
J. Prelog
N. Whitcomb
1"=1'
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:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
DT09
DETAILS
GRADING
J. Prelog
N. Whitcomb
1"=1'
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:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
R. Van Uffelen
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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
DT10
DETAILS
SITE
J. Prelog
N. Whitcomb
1"=1'
6"
2"R.
2"
6" 6"
12"
1 1/2"R.
2'-6"
6"
4 1/2"
30"
9"
R 0.5"
4.5"
18"
3.63"
21.75"
R 0.13"
7"
2"
3.75"
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
R. Van Uffelen
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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
DT11
DETAILS
SITE
J. Prelog
N. Whitcomb
1"=1'
Max. Sign Panel
1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loose
from the post when hit by a vehicle.
2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground.
Cross section of post
3" - 6" ABOVE GRADE
2 1/4" Anchor
3. Signs larger than 36 inches in length or width require wind bracing and special post design.
NOTES:
4. Anchor Stub and post are square steel tube (perforated).
Anchor/Stub Post Size
CRITERIA FOR SINGLE POST
36" x 36" 2.25" x 2.25" x 3'-0" 2" x 2" x 12'-0"
5. All "No Parking" signs shall be installed at 45° from Flow Line.
* *
2" x 2" x 10' OR 12'
12 GAUGE TELESPAR POST
(22F12A31)
7'-0" MIN. CLEARANCE
2' - 3'
UD UD
UD
UD
UD
UD
UD
UD
UD
UD
UD UD UD UD UD
UD
UD
UD UD
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 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: AMBER WAVES LLC REC'D 1/29/1993
REC. NO. 20140020475
PARCEL # 8708208005
OWNER: BURLINGTON NORTHERN RAILROAD
BOOK 506, PAGE 199
REC'D 12-12-1924
SF
SF SF
SF
SF SF SF
SF
SAN
SAN
T
T
T
T
T T
WTR
WTR
WTR
WTR
TV TV
TV
TV
TV
TV TV
E
T
E
E
SF SF
SF
SF SF
SF
SF
\A1;VTC
SF
SF
SF
SF
SF
SF SF SF SF
SF SF
SF SF
SF
SF SF
SF
SF SF
SF
SF
SF
SF SF
SF
SF
WTR
I
RR
WTR
SAN SAN SAN SAN
SAN SAN
WTR WTR WTR WTR
WTR
WTR WTR WTR
WTR
SAN
WTR
EM
T
E
GM
EPB
TR
TR
TR
SAN
OHE
OHE
OHE
OHE OHE
E
T
T
E
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
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
X
X
X
X
X
X X X X X
X
X
X
X X
X
X
X X
X
X
X
X X
X
X X
X X X
X
X X
X
X
X
X
X X
X
X
X
\A1;SSA
\A1;SB
\A1;RS
\A1;RS
\A1;RS
\A1;RS
\A1;SF \A1;SF \A1;SF \A1;SF
\A1;SF
\A1;SF
\A1;SF
\A1;SF
\A1;SF
\A1;RP
\A1;RP
\A1;RP
\A1;RP
\A1;RP
\A1;RP
\A1;RP
\A1;RP
SF SF SF SF SF SF SF
SF
\A1;VTC
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
\A1;CWA
LAMBIC STREET
LAGER STREET
STOUT STREET STOUT STREET
SAISON STREET
LAGER STREET
LAGER STREET
SAISON STREET
BOCK STREET
LAMBIC STREET
BOCK STREET
MACKINAC
STREET
MACKINAC
STREET
MACKINAC
STREET
DUNKEL STREET
ALLEY A
ALLEY B
ALLEY C
ALLEY D
ALLEY E
ALLEY G
ALLEY F
MEXICO WAY
LAGER STREET
\A1;CWA
N
EC01
CONTROL PLAN
EROSION
J. Prelog
N.Whitcomb
1"=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.
R
( IN FEET )
1 inch = ft.
0 Feet
SHEET SIZE 24x36
200 300
100
100 100
MATCHLINE - ABOVE
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:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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
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Planning. Architecture. Engineering.
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LEGEND:
5013
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPOSED STORM INLET
PROPOSED CROSS PAN CONCRETE (TYP.)
GENERAL NOTES:
93
VEHICLE TRACKING CONTROL PAD
SILT FENCE
PLANTED RIPRAP PROTECTION
SWALE WATTLE DIKE WD
RP
SF
IP
CWA
NOTE:
ALL BMP'S SHOWN ON THIS PLAN ARE GRAPHIC
REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE
AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR.
PERMANENT BMP'S
TEMPORARY BMP'S
VTC
SB
ECB
SSA
SP
RS
100-YR FLOODPLAIN
GAS WELL SITE
ROCK SOCK
RRB
SCL
PROJECT BOUNDARY
MATCHLINE - BELOW
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
TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION
CONSTRUCTION PHASE PHASE 1 PHASE 2 PHASE 3 PHASE 4
GRADING (Include Offsite)
Overlot Grading
PIPELINE INSTALLATION
Storm Drain
Sewer Line and Services
Waterline and Services
CONCRETE INSTALLATION
Site Walls
Building Structures
Curb and Gutter
MISCELLANEOUS
Hardscape Amenities
BEST MANAGEMENT PRACTICES
Temporary
Inlet Protection (IP)
Vehicle Tracking (VTC)
Flow Barriers (Bales, Wattles, etc.) (WD)
Concrete Washout (CWA)
Preventative Maintenance Activities/Meetings/etc.
Silt Fence (SF)
Permanent
Mulching/Sealant
Permanent Seed Planting
Riprap
A.IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN
SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR. STAGING
AND/OR PHASING OF BEST MANAGEMENT PRACTICES (BMPs) IS
EXPECTED. ADDITIONAL AND/OR DIFFERENT BMPs FROM THOSE
ORIGINALLY DEPICTED MAY BE NECESSARY DURING
CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS
REQUIRED BY LOCAL AUTHORITIES.
B.THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS
SUCH, GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE
THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION.
C.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) AND
COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO
ENSURE EROSION CONTROL MEASURES ARE PROPERLY
MAINTAINED AND FOLLOWED.
D.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION
CONTROL MEASURES ACCORDING THE THE CONSTRUCTION
SEQUENCING AND LEVEL OF SITE STABILIZATION.
E.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET
PROTECTION FOR ALL STORM DRAINS, SWALES, PONDS AND RAIN
GARDENS UNTIL SITE IS FULLY STABILIZED.
F.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO
THE SURROUNDING SURFACE TYPE AND CONDITION (i.e.,
STAKE-DRIVEN WATTLES FOR BARE SOIL, SAND BAGS OR GRAVEL
SOCKS FOR PAVEMENT, ETC.)
G.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES,
PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING,
HYDRO MULCHING, EROSION MATS, TEMPORARY IRRIGATION,
AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY
TO ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE.
H.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES,
MAY BE NECESSARY TO INSURE THAT EACH BUILDING PAD IS
STABILIZED THROUGHOUT CONSTRUCTION. AT NO TIME SHALL
SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS.
I.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE
HUNDRED (100) FEET FROM NATURAL BODY OF WATER, WETLAND,
NATURAL DRAINAGE WAY OR MANMADE DRAINAGE WAY. THE
FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT
AREA THAT WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW,
SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER,
WETLAND OR DRAINAGE WAY.
J.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND
PORTABLE SANITATION UNITS (CONSTRUCTION TOILETS) SHALL
BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY STORMWATER
INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE
SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW
POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE
WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY.
DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND
CONSTRUCTION TOILETS SHALL BE STAKED DOWN.
K.CONSTRUCTION STAGING IS GENERALLY EXPECTED TO
OCCUR ON TRACT A. THIS INCLUDES TEMPORARY SOIL
STOCKPILES, MATERIAL STORAGE, CONSTRUCTION TRAILERS,
DUMPSTERS, PORTABLE TOILETS, ETC. PROPER BMPs SHALL BE
IMPLEMENTED AND MAINTAINED ACCORDINGLY FOR SAID
COMPONENTS, AND ADAPTED AS NECESSARY AS CONSTRUCTION
PROGRESSES AND/OR OCCURS IN OTHER LOCATIONS.
L.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL
COOPERATE WITH THE CITY'S CONSTRUCTION INSPECTORS BY
CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT
VELOCITY TO CREATE BLOWING DUST WHICH, IN THE
INSPECTOR'S OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH
AND WELFARE.
M.WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND
WINTER MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS,
DISTURBED AREAS WILL BE TREATED WITH MULCH AND MULCH
EROSION CONTROL NOTES:
OWNER: BURLINGTON NORTHERN RAILROAD
BOOK 506, PAGE 199
REC'D 12-12-1924
OWNER: AMBER
WAVES LLC
REC. NO. 423677
PARCEL # 8707108004
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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
WTR WTR WTR WTR WTR WTR WTR WTR
WTR
SAN SAN
WTR
T
TV
EM TE
GM
GM GM
GM GM
EM
CATV EM
E
TE
GM
GM
GM
TE
TE
EM EM
E
EM
TE
GM
GM
EM
CATV EM
EM
GM
GM
GMGM
TE
TE
EM
GM GM
WTR WTR
EPB
EPB
EPB
EPB
EPB
TR
TR
TR
TR
TR
SAN
OHE
OHE OHE
OHE OHE
E
T
T
E
16" G
16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G
16" G
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
POND B
POND A
PLD
2
1
4
15 14
10
8
3
5
6
8
9
11
12
13
16
B1
5.62 0.36
0.44
A2
2.14 0.34
0.43
A1
5.84 0.34
0.43
A4
3.92 0.36
0.45
A7
0.74 0.35
0.44
A9
0.69 0.32
0.41
B4
0.21 0.49
0.61
A8
2.38 0.34
0.42
A3
1.69 0.20
0.25
A5
2.13 0.21
0.27
A6
0.68 .20
.25
A10
4.53 0.22
0.28
B3
2.07 0.26
0.32
B5
0.93 0.36
0.45
B6
3.09 0.19
0.24
B2
2.55 0.38
0.48
INLET B1
5' TYPE R INLET
INLET B2
5' TYPE R INLET
FES B
POND B OUTLET STRUCTURE
FES B3
OS2
0.71 0.65
0.81
OS1
.071 0.65
0.81
A1 A1
B B
B B
A2 A2
MEXICO WAY
SWALE SECTION A1-A1
4:1 4:1
SWALE SECTION A2-A2
4:1 4:1
SWALE SECTION B-B
4:1 4:1
SAN
SAN
T
T
T
T
T
WTR
WTR
WTR
WTR
TV
TV
TV
TV
TV TV
TV
E
T
E
E
17
18
INTERNATIONAL
BLVD
MEXICO WAY
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
R. Van Uffelen
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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 80,693 80,693 4931.25 8.70
B 32,347 72,894 105,241 4931.247.84
MATCHLINE-SEE THIS SHEET
MATCHLINE-SEE THIS SHEET
FROM F
Street Curb
REVISION NO: 1
DATE: 04/01/07
STREET STANDARDS CONSTRUCTION DRAWINGS SIGN POST
URBAN AREA
LARIMER COUNTY DRAWING
1401
See Figure 16-1
SW SAMPLE AVE
2400
R1-1 "STOP" SIGN 30" HIGH DENSITY/DIAMOND GRADE. SIGN
MOUNTED TO POST WITH 1 EACH DRIVE RIVET WITH NYLON
WASHER AGAINST SIGN FACE (ON TOP OF THE SIGN). THE
BOTTOM OF THE SIGN SHALL BE MOUNTED WITH 1 EACH
5/16"x2-1/2" HEW BOLT WITH METAL AND FROM NYLON
WASHERS (NYLON WASHER AGAINST SIGN FACE) AND
SECURED WITH 1 EACH 5/16" HEX NUT ON THE BACK SIDE OF
POST. L
2-1/4" x 2-1/4" x 3'
ANCHOR/STUB
2 EACH 8" BLADES
MOUNTED TO POST
WITH 4 EACH DRIVE
RIVETS WITH NYLON
WASHERS
* 12 Gauge
30" 8" 8"
1. NO JOINTS ARE ALLOWED IN THE FLOWLINE. SIX INCH WIDE CURB OR "DUMMY JOINT" MAY BE TOOLED NO CLOSER THAN 6 INCHES
FROM FLOW LINE AS SHOWN.
2. MINIMUM CONCRETE THICKNESS IS 6 INCHES.
3. JOINT PATTERN TO BE ACCORDING TO 'INTERSECTION GUTTER DETAIL' OR AS DETERMINED BY THE LOCAL ENTITY.
4. WOOD FLOAT FINISH IS REQUIRED OVER THE SLOPED SURFACE OF RAMP AND FLARES.
5. A 6 INCH WIDE CURB MAY BE POURED AT THE BACK OF THE RAMP AS SHOWN IF REQUIRED. IF CURB IS USED IT SHALL MATCH THE
CURB AND GUTTER STYLE OF ADJACENT CURB AND GUTTER.
6. MINIMUM RAMP WIDTH SHALL BE FOUR FEET, OR THE SAME AS THE WIDEST ADJACENT SIDEWALK, WHICHEVER IS GREATER, UP TO A
MAXIMUM WIDTH OF 8 FEET.
7. THE RAMP LANDING MAY BE POURED MONOLITHIC WITH THE ADJACENT TRANSITIONS PROVIDED THAT AN APPROVED "SHAKE-ON"
PIGMENT BE USED TO COLOR THE LANDING AREA.
8. T= THICKNESS (AS SPECIFIED ON PLANS OR LOCAL ENTITY ENGINEER).
STANDARD GRAY CONCRETE
RAMP WITH PARTIALLY COLORED CONCRETE
SECTION A-A
LIP OF GUTTER
PLAN VIEW
FLOWLINE
CURB
A
A
0.5' TYP.
N.T.S.
6"
1:12 SLOPE MAX.
CURB
0.5'
4' MIN.
N.T.S.
FLARE OPTION
CURB OPTION
6" CURB 0" CURB
1' R
2'
NOTES:
t=6" or as specified
1"/ft. Max
1"/ft.
Max
1.5' TRANSITION 1.5' TRANSITION
Flared
Option
2'
FL
REVISION NO: 1
DATE: 04/01/07
DRAWING
STREET STANDARDS DRAWINGS 1606
URBAN AREA
LARIMER COUNTY
PEDESTRIAN RAMP DETAIL (For New Const. & Alterations)
CONSTRUCTION
1:25 slope (max.)
Truncated Dome
Warning Detection
Truncated Dome
Warning Detection
ATTACHED SIDEWALK DETAIL
Slope sidewalk to curb 1/4" per foot.
NOTE: Construct sidewalk with joints at 10' intervals
R 1/8"
WEAKENED PLANE JOINT EXPANSION JOINT
R1/4"
and aligned with scoring on curb.
INSTALL IN LOCATIONS SPECIFIED
IN CHAPTER 22
1/2"
1/4"
1/4 SLAB THICKNESS
1/4"
1/2" Expansion
Joint material
DETACHED SIDEWALK DETAIL
Variable
Landscaping
Slope sidewalk to curb 1/4" per foot.
2' min.
Slope: Minumum
1
4"/ft
Maximum 3"/ft
CONSTRUCTION
SIDEWALK DETAIL
LARIMER COUNTY
STREET URBAN STANDARDS AREA DRAWINGS 1602
DRAWING
REVISION DATE: 04/NO: 01/07 2
Sidewalk
Driveway
LIP
F.L.
T.C.
DRIVEWAY SIDEWALK
SECTION A-A
NOTE:
1. Sidewalk grade shall remain consistent across driveway
3. This detail applies to Residential & Commercial driveways.
6"
6" Residential
Detached Sidewalk
Attached Sidewalk
1/2" Expansion
Joint Material 1/2" Expansion
Joint Material
A
A
2. For driveway design requirements, see CONST. DWG. 706 & 707.
DETACHED ATTACHED
3'-0" 6'-0"
All Sidewalk Thickness Shall Be 6" minimum.
Min.
STANDARD SIDEWALK
STREET STANDARDS
LARIMER URBAN COUNTY AREA REVISION NO: 1
CONSTRUCTION DRAWINGS DATE: 04/01/07 1601 DRAWING
SIDEWALK
8" Commercial
F
Curb
Flare
Varies
Curb
2'-0"
Flare
Ramp
concrete ramps
Panels embedded in the
Apron
Gutter
or
Curb and Gutter
Flow line
1:20 Slope 1:12 MAX Slope
Section A-A
NTS
Varies Varies
Curb
Curb
Flare
Ramp
2'-0"
Varies
Panels
Panels
6"
A
A
CL
Pedestrian flow
Aligned with
Ramp
Width:
4.5'
5.0'
6.0'
7.0'
8.0'
Note:
Truncated dome panels are
available in 2'x2' squares and
2'x2.5' rectangles. Combine
the widths to fit the ramp.
Panels may be cut to no less
than a 2'x1.5' size.
Panel Width
Combinations:
2'+2.5'
2.5'+2.5'
2'+2'+2'
2.5'+2'+2.5'
2'+2'+2'+2'
Note:
1. Truncated dome warning panel:
Install panels along with the concrete
pour for the ramp. The panel material
shall be "Cast In Tact Warning Panels"
or an equivalent material that must
be first approved by the City Engineer
prior to installation. The panel color
shall be red, no other color is approved.
Specifications for the panel and
installation instructions will be
provided upon request.
2. This drawing shows vertical curb. For
Drive Over Curb the warning detection
location shall be placed in the same
position 6" back from the Face of
Curb or .
Case 1-Directional Ramps Case 2-Non-Directional Ramps
Varies
Panels
Ramp
Panels
Flare
2'-0"
Curb
Case 3-Mid-Block Ramps
6"
Panels Panels
Apron
Gutter
or
Flare
6"
Flare
(Center line of ramp)
CL -Center line of ramp
BOC
BOC
BOC
FOC
L
or
FL FOC
BOC
FL
-Back of Curb
-Face of Curb
-Flow line
2'
REVISION NO:
DATE: 04/01/07
DRAWING
STREET STANDARDS DRAWINGS 1607
URBAN AREA
LARIMER COUNTY
TRUNCATED DOME WARNING FOR ACCESS RAMPS
CONSTRUCTION
FORT COLLINS ONLY
Gutter to gutter width of approach street
1/2
R11-2 (48x30)
1/4 1/4
extended by future development.
dead end on a temporary basis, and must be maintained by the Developer until the street is
These signs and barricades must be installed by the Developer at the end of all new streets that
background, front side only, paint back and edges white.
3. Use 6" wide reflectorized orange stripes on reflectorized white
2. Posts shall be 6" x 6" pressure treated, rot-resistant lumber.
1. Rails shall be nominal lumber dimension.
NOTES:
8" to 12"
8" to 12"
8" to 12"
4. Other options may be used as approved by Local Entity Engineer.
CONSTRUCTION
STANDARD TEMPORARY DEAD END BARRICADES
LARIMER COUNTY
STREET URBAN STANDARDS AREA DRAWINGS 1413
DRAWING
REVISION DATE: 04/NO: 01/07 2
ROAD
CLOSED
ATTACHED / SIDEWALK
DOES NOT END AT BARRICADE ENDS AT BARRICADE
DETACHED OR SIDEWALK
12" (Water & Sewer)
If this section is less than
4' of existing asphalt/concrete,
it must be removed and replaced.
Edge of Pavement or
Lip of Existing Gutter
Compacted
Lifts of Suitable
Materials
Pavement
Thickness
Varies
Varies
1" (min.)
(See Note 9 below for Storm.)
4" (min.)
6" (max.)
Trench Width
Varies
2'
(min.)
Bedding Material
Undisturbed Soil
Utility Conduit
New Asphalt/Concrete
Clean Road Base
Existing Road Base
6" Full Depth Asphalt or
X/Y Composite Section
NOTES:
1. All trenches shall be backfilled in accordance with the above detail unless otherwise specified by the
Local Entity Engineer.
2. Prior to placement of asphalt/concrete, pavement edge shall be saw cut to a clean, vertical, and straight
edge.
3. Where the surrounding soils are non-expansive, a sand/cement slurry (1 sack mix) may be substituted for
backfill material.
4. Trench width shall not be more than 16" nor less than 12" wider than the outside diameter of the pipe.
5. Use a #4 rebar at centers along the perimeter of concrete replacement sections.
6. Refer to Chapter 22, Materials & Construction Specifications for compaction and testing requirements.
7. In unimproved areas, all disturbed areas shall be regraded, seeded & mulched.
8. In concrete roadways, a minimum of one entire concrete panel must be replaced.
9. Bedding material depth when installing storm sewer shall be up to spring line, except in areas of
unsuitable backfill; then, bedding material shall be placed to a level 12" above pipe.
LARIMER COUNTY
URBAN AREA
STREET STANDARDS CONSTRUCTION DRAWINGS REVISION NO: 1 DRAWING 2201
DATE: 08/07/00
TRENCH DETAIL
or equivalent. (typical both sides)
With curb walk, cover plate extends
from property line to top of walk face.
6" VERTICAL CURB, GUTTER, AND SIDEWALK
SECTION A-A (2 VIEWS)
COMBINATION CURB, GUTTER, AND SIDEWALK
center, Nelson Standard Anchor
3" #4 Bar Welded at 12" on
L = 1 1/4" x 1 1/4" x 1/4"
5/8" Rolled Steel Tread Plate
SECTION C-C
1.0' (minimum)
approved by the Engineer.
Right of Way line to flow line unless
2. Chase and cover plate run from
1. Length of steel plate varies.
Notes:
Dimension Variable
(diamond pattern)
5/8" Rolled Steel Tread Plate
4'-0" or as Directed
Retaining Screws at
Top of Curb
C B
A
C B
PLAN VIEW
A
Street
10 3/8" SECTION B-B
6"
1 1/4"
STANDARD DETAILS FOR DRAINAGE UNDER SIDEWALK
STREET STANDARDS
LARIMER COUNTY
URBAN AREA CONSTRUCTION DRAWINGS DATE: REVISION 04/NO: 01/07 1 709
DRAWING
Attached
Ft. Collins only
Detached Sidewalk
finish 12" on center
Screw Brass or Electro-galv.
1/2" x 1" Flat Head Mach.
threaded to receive screw.
Angle iron to be drilled and
screw to extend into the
Concrete to be drilled to allow
Lip of Gutter
concrete
(typical both sides).
(typical both sides)
F L
Sidewalk
X (Varies, See Plans
Xmax=2.0')
d (Varies,
See Plans)
12"
ROLL-OVER
VERTICAL
(LOVELAND)
Gutter edge may be
tapered or battered.
(Typical for all Curb &
& Gutter Types)
DATE: 03/01/02
CURB AND GUTTER
URBAN AREA
STREET STANDARDS
LARIMER COUNTY
CONSTRUCTION DRAWINGS REVISION NO: 1 701
DRAWING
7 3/8" (L) 1 3/8"
17"
6"
3 3/8"
14"
FL
R 16"
R 16"
DRIVE-OVER CURB, GUTTER AND DETACHED SIDEWALK
31"
See Drawing 1601
10 3/4"(L)
R 16"
DRIVE-OVER CURB, GUTTER AND ATTACHED SIDEWALK
18" 18"
3 3/8"
1 3/8"
6"
R 16"
FL
14"
6"
17"
1 1/2"
5' (L)
8 5/8" (F.C.)
7 1/4" F.C.
12" (F.C.)
Slope to curb 1/4"/Ft.
1' min. (F.C.)
48:1 min.
4:1 max.
Excavation
Fill
1' min.
2' min.
1/4"/Ft.
CURB & GUTTER IN A CUT OR FILL
DATE: 03/01/02
CURB AND GUTTER/SIDEWALK
URBAN AREA
STREET STANDARDS
LARIMER COUNTY
CONSTRUCTION DRAWINGS REVISION NO: 1 702
DRAWING
6"
3'-9" (F.C.)
For Thickness
2' min. (L)
NOTES:
1. 6' wide pan for residential streets.
2. All intersections to have access ramps.
3. 6" Curb Height.
4. 0" Curb Height.
5. All of these pedestrian improvements must
be in ROW or a pedestrian or public access easement.
6. Truncated Dome Warning Detection.
2'
Y
1:12 1:48
(max.)
Driveway
Gutter
Sidewalk
Parkway
Sidewalk
ROW
Flare Optional Expansion Joint
TYPE III
DETACHED WALK
TYPE IV
ATTACHED WALK
See Note 4
See Note 3
6' (min.)
1:12
See Note 3
See Note 4
See Note 5
Ramp if walk continues
on private property.
Curb to retain
Landscape if
Necessary
If Concrete Driveway
Detached
Curb
1:48
(max.)
1:12
t
1/4" PER FT.
N.T.S.
SECTIONS A-A & B-B
1:12 (max.)
A
A
1:48 SLOPE
WALK
B
B
APPROACH
CLASSIFICATION TYPE
Single Family 12' 24'
Commercial I, II, III, or IV
Multi Family
24' 36'
24' 36'
MINIMUM
WIDTH WIDTH
MAXIMUM
Industrial 24' 36'
I, II, III, or IV
I or II
RESIDENTIAL:
*
*
**
*
High volume driveways (Type III or IV) allowed for 350
30' maximum for 3 car garages.
No single opening shall exceed 36'. Wider driveways
shall be divided w/a median not less than 6' wide.
or greater trip ends/day.
**
*
DRIVEWAY WIDTHS
LARIMER COUNTY DRAWINGS CONSTRUCTION REVISION NO: 2 707 DRAWING
STREET STANDARDS
URBAN AREA DATE: 04/01/07
STANDARD DRIVEWAY APPROACH (HIGH VOLUME DRIVE TYPES III & IV)
(FC Only)
1:12
Max
Max
See Note 6
See Note 6
1:48
8'
DOWELL IF
JOINTS
A TOOL JOINT
A
JOINTS (TYP.)
CONTROL
PARALLEL
STREET
CLASSIFICATION
LOVELAND
DEPTH OF INVERT
W
WIDTH
CROSS PAN
Arterial 10' 1 1/4" 1 1/2"
Collector 8' 1" 1 1/8"
Local 6' 3/4" 7/8"
d (MIN.) d (MAX.)
1 1/2"
2 1/2"
2"
DEPTH OF INVERT
FT. COLLINS
LARIMER COUNTY DRAWINGS CONSTRUCTION REVISION NO: 2 708 DRAWING
STREET STANDARDS
URBAN AREA DATE: 04/01/07
STREET INTERSECTION CROSSPAN
d
d
8' MIN. WIDTH WHERE CROSSING A COLLECTOR ROADWAY.
**
**
LENGTH
(for monolithic pour)
SECTION A-A
PAVEMENT DESIGN + 1/2" FOR COLLECTOR
8" MIN. FOR RESIDENTIAL. USE CONCRETE
10' MINIMUM (ARTERIAL)
8' MINIMUM (COLLECTOR)
PLAN VIEW
6' MINIMUM (LOCAL)
COLD JOINT (See Standard Drawing 714)
AT 10' O.C.
TOOL JOINT
FOR PANS OVER 40'
CONTROL JOINT REQUIRED
CONTROL
ROADWAY WIDTH
ALL INTERSECTIONS TO
HAVE ACCESS RAMPS
NOTE:
*
*
& ARTERIALS.
SIDES.
TO PAN SECTION, TYPICAL BOTH
TRANSITION FROM C & G SECTION
WALK
1:12 max.
X=2' min. Driveway Width Varies
2'-0"
6"
Attached
Sidewalk
Lip
FL
Back of curb
Right of Way line
Detached
Attached
Right of Way Line
Detached
Sidewalk
1:24 (max.)
NOTE:
1. Concrete driveway must be
provided to the property line.
Refer to Chapter 25 for minimum removal dimensions.
X
Y
W
X
Y
W = Width
1:12 (max.)
Property Line
t
1/4" PER FT.
N.T.S.
SECTION A-A 2"
t
1:12 (max.)
t
X = Curb Transition Length
Y = Parkway Width in Type I Approach
W = Driveway Width (See Drawing 707)
t = Concrete Thickness - minimum 6"
Type I = With Detached Sidewalk
Type II = With Attached Sidewalk
TYPE I TYPE II
1:12 (max.) 1:48
A
A
PERSPECTIVE
X=6'-0"
1:48 SLOPE
1:12 max.
B
B
WALK
Y
t
t
WALK
t 2"
FLOWLINE
JOINT
EXPANSION
BOW
1:12 (max.)
1:24
SECTION B-B
N.T.S.
LARIMER COUNTY DRAWINGS CONSTRUCTION REVISION NO: 2 706 DRAWING
STREET STANDARDS
URBAN AREA DATE: 04/01/07
STANDARD DRIVEWAY APPROACH (TYPES I & II)
Ramp if necessary
1:12
max.
BOW
Expansion joint if drive
continues as concrete
WALK
6"
(max.)
1/2"
2"R.
THICKNESS
ASPHALT
DESIGNED
2T*
W
ASPHALT
2T*
W
T
W
P.C.
CROSSPAN
THICKENED
ASPHALT
THICKENED
ASPHALT
THICKNESS
DESIGNED
AND WALK
CURB, GUTTER
ASPHALT PAVING DETAIL (CROSSPAN)
STREET STANDARDS
LARIMER COUNTY
URBAN AREA CONSTRUCTION DRAWINGS DATE: REVISION 04/NO: 01/07 1 710
DRAWING
T = THICKNESS OF CROSSPAN
W = WIDTH OF CROSSPAN
P.C.
*-If subgrade is flyash
treated, use T instead of 2T.
TO R.O.W. AT
EXTEND CONC.
PRIVATE DRIVES
1"
18" MAX.
OUTFALL Curb
4"
Landscaping
1" Radius
Median Splash Guard
See Note 1 & 2.
Pavement
Barrier Curb
Pavement
2' (min.) See Note 3
for landscaping
1'-9"
Compacted
Subgrade
(Typical)
6" MIN.
Median Width
Varies
NOTES:
1. All Splash Guard shall be constructed of stamped concrete, colored concrete or equivalent, or exposed
aggregate as required by the Local Entity.
2. Use 10' joint spacing on the Splash Guard concrete (match C&G joints).
3. For the portions of medians where the landscape area is less than 2' wide, the landscape area shall be
paved in concrete (same material as the Splash Guard)
4. Any median trees shall be trimmed so the minimum branch height is 8' above the pavement.
5. A drainage system may be required whenever an irrigation system is proposed within the median.
1'-9"
6"
4"
LARIMER COUNTY
STREET STANDARDS
CONSTRUCTION
URBAN AREA DRAWINGS REVISION DATE: NO: 04/01/07 705
DRAWING
STANDARD DETAILS FOR RAISED MEDIAN
6" 1"
1 1/2"R.
1'-6"
2" R.
4-1/2"
12"
6"
OUT FALL CURB & GUTTER
8" BARRIER CURB
6"
1'-0"
a.) Bottom of curb shall be poured to a depth no less than on the compacted subgrade of the pavement.
6" 6"
6"
1'-6"
18"
10" 8"
ROADWAY
PAVEMENT
FL F L
6" MOUNTABLE CURB
MEDIAN (ISLAND CURBS)
STREET STANDARDS
CONSTRUCTION
LARIMER COUNTY
URBAN AREA DRAWINGS REVISION DATE: 04/NO: 01/07 2 703
DRAWING
1 1/4"
BARRIER CURB (KEY WAY OR EPOXY)
1/8" TO 1/4"R.
1"± 1/4"
CONCRETE PAVEMENT
(SECTION B)
1 1/2"
3"
ASPHALT OR
6"
1 1/2"R.
1 1/2"
(SECTION M)
MOUNTABLE CURB (KEY WAY OR EPOXY)
3 1/2" 3"
1"± 1/4"
1"R.
6" 4"
1/8" TO 1/4"R.
6" w/concrete pavement
8" w/asphalt
*
*
6"
1-1/2"
b.) Raised center medians shall be 8" barrier curb or 8" epoxy curb only.
Notes:
REVEAL
(CDOT TYPE 2 SECTION B M-609-1 CURB W/8" REVEAL)
6"
(FORT COLLINS ONLY)
1-1/2" TO
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
VEHICLE CONTROL TRACKING PAD
MANHOLE
ROCK BERM SHALL
CURB INLET 2"x 4" WOOD STUD EXTENDED
INTO CONCRETE BLOCKS
WIRE ENCLOSED
1 1/2" WASHED ROCK CONCRETE
BLOCKS
CURB INLET
GRAVEL FILTER WIRE SHALL ENCLOSED BE 2"x4" WOOD STUD
OVERFLOW
FILTERED
RUNOFF
%%uSECTION A-A
A
A
%%uPLAN VIEW
{CURB INLET GRAVEL FILTER
(CONTINUOUS GRADE)}
%%uSECTION B-B
%%uPLAN VIEW
B
B
ROCK BERM SHALL BE PLACED TIGHTLY AGAINST CURB FACE
WIRE ENCLOSED 1 1/2"
WASHED ROCK
CURB AND GUTTER
CURB AND GUTTER
BE PLACED TIGHTLY
AGAINST CURB FACE
GRAVEL FILTER
1/2" TO 1" BELOW TOP OF CURB
TUBULAR
MARKER
IF AREA ADJACENT TO CURB INLET BOX IS NOT STABILIZED, INSTALL A TEMPORARY SEDIMENT/EROSION CONTROL BMP UNTIL THE SURROUNDING AREA IS SUFFICIENTLY STABILIZED.
TUBULAR
MARKER
TUBULAR
MARKER
\A1;3'
\A1;2'
CURB INLET
WIRE ENCLOSED
SETTLED
RUNOFF
GRAVEL FILTER
CURB INLET MANHOLE
{CURB INLET BLOCK AND GRAVEL FILTER
(INLET IN SUMP)}
INTERIM CONFIGURATION INLET PROTECTION IN STREETS SHALL BE INSTALLED WITHIN 48 HOURS OF POURING INLET. INLET PROTECTION (AFTER PAVING) SHALL BE INSTALLED WITHIN 48
HOURS AFTER PAVING IS PLACED.
WASHED ROCK SHALL COMPLY WITH A 1-1/2" MINUS GRADATION.
WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1" (COMMONLY TERMED "CHICKEN WIRE"). ROLL WIDTH SHALL BE 48".
TUBULAR MARKERS SHALL MEET REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
OTHER CURB INLET PROTECTION METHODS WILL BE ALLOWED IF ACCEPTED BY THE CITY.
{GENERAL NOTES:
}1.
2.
3.
4.
5.
THE CONTRACTOR SHALL INSPECT INLET PROTECTION EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT AS NECESSARY.
SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH UPSTREAM OF ROCK BERM IS 2 1/2" OF THE CREST.
INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED. UNLESS THE CITY ACCEPTS EARLIER REMOVAL OF
INLET PROTECTION IN STREETS.
{MAINTENANCE NOTES:
}1.
2.
3.
4" MIN
5" MAX
\A1;BMP WIDTH VARIES \A1;BMP WIDTH VARIES
\A1;BMP WIDTH VARIES \A1;BMP WIDTH VARIES
TUBULAR MARKER TUBULAR MARKER
CURB INLET PROTECTION
IP
VEHICLE TRACKING CONTROL PAD SHALL BE LOCATED AT EVERY ACCESS POINT TO THE CONSTRUCTION SITE.
A SIGN SHALL BE PLACED NEXT TO THE VEHICLE TRACKING CONTROL PAD TO DESIGNATE THE LOCATION AS THE CONSTRUCTION ENTRANCE/EXIT.
VEHICLE TRACKING CONTROL PADS SHALL CONSIST OF HARD, DENSE, DURABLE STONE, ANGULAR IN SHAPE AND RESISTANT TO WEATHERING. ROUNDED STONE (i.e. RIVER ROCK AND
COBBLES) SHALL NOT BE USED. THE STONES SHALL BE A MINIMUM OF 3" AND A MAXIMUM OF 6" DIAMETER. THE STONES SHALL HAVE A SPECIFIC GRAVITY OF AT LEAST 2.6. CONTROL
OF GRADATION WILL BE BY VISUAL INSPECTION.
ANY CRACKED OR DAMAGED CURB AND GUTTER AND SIDEWALK SHALL BE REPLACED BY CONTRACTOR.
INSTALLATION NOTES:
1.
2.
3.
4.
CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL PAD DAILY. ROCK SURFACE SHALL BE CLEAN AND LOOSE ENOUGH TO RUT SLIGHTLY UNDER WHEEL LOADS AND CAUSE
LOOSE ROCK TO DISLODGE MUD FROM TIRES. WHEN ROCK BECOMES COMPACTED OR FILLED WITH SEDIMENT SO THAT THE EFFECTIVENESS OF THE PAD IS DIMINISHED, CONTRACTOR
SHALL RIP, TURN OVER, OR OTHERWISE LOOSEN ROCK, PLACE ADDITIONAL NEW ROCK, OR REPLACE WITH NEW ROCK AS NECESSARY TO RESTORE EFFECTIVENESS.
SEDIMENT AND OTHER MATERIAL SPILLED, DROPPED OR TRACKED ONTO PAVED SURFACES SHALL BE REMOVED IMMEDIATELY OR BY THE END OF EACH WORKING DAY.
VEHICLE TRACKING CONTROL PAD SHALL BE REMOVED AT THE END OF CONSTRUCTION. THE AREA SHOULD BE TOPSOILED, SEEDED, CRIMPED, AND MULCHED OR OTHERWISE
STABILIZED.
MAINTENANCE NOTES:
1.
2.
3.
3" - 6" ROCK
CONSTRUCTION FENCE, TYP., TO
DISCOURAGE
VEHICLE ACCESS EXCEPT AT VTC
SIGN "CONSTRUCTION ENTRANCE"
\A1;R=5'
PAVED SURFACE
\A1;20' MIN.
A
SECTION A
NO MATERIALS INCLUDING 2x4'S, PIPES, DIRT, GRAVEL OR ASPHALT, SHALL BE PLACED IN GUTTER TO FACILITATE MOUNTING CURB; HOWEVER, CURB MAY BE CUT DOWN TO A HEIGHT OF 2" OR HIGHER FOR EASIER
ACCESS AND REPLACED AT PROJECT COMPLETION. OTHER ACCESS DEVICES MAY BE USED AS ACCEPTED BY THE CITY. 3" - 6" ROCK
CURB CUT
50' MIN.
2" MIN. 6" MIN.
6" MIN.
ALTHOUGH NOT NORMALLY USED, THE CITY RESERVES THE RIGHT TO REQUIRE VEHICLE TRACKING CONTROL WITH A TEMPORARY CATTLE GUARD
AND/OR WHEEL WASH FACILITIES AT SITES WHERE TRACKING ONTO PAVED AREAS BECOMES A SIGNIFICANT PROBLEM AS DETERMINED BY THE CITY
INSPECTOR.
IF VEHICLE TRACKING CONTROL WITH WHEEL WASH FACILITIES ARE REQUIRED, ALL WHEELS ON EVERY VEHICLE LEAVING THE SITE SHALL BE
CLEANED OF MUD USING A PRESSURE-WASHER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A WATER SOURCE AND CONSTRUCTING
A WASHWATER SEDIMENT TRAP.
5.
6.
IF VEHICLE WHEEL WASH FACILITIES ARE REQUIRED, CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL AND WHEEL WASH FACILITIES DAILY.
ACCUMULATED SEDIMENTS SHALL BE REMOVED FROM THE PAD SURFACE.
ACCUMULATED SEDIMENT IN THE WASHWATER/SEDIMENT TRAP SHALL BE REMOVED WHEN THE SEDIMENT REACHES AN AVERAGE DEPTH OF 12-INCHES.
4.
5.
VTC
CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE.
VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS OFF PAVEMENT.
SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY
INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS.
THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR
WASTED CONCRETE.
AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ACCEPTED WASTE SITE.
WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN
A MANNER ACCEPTED BY THE CITY.
LOCATION OF CONCRETE WASHOUT AREA ON SHEET EC1 IS CONCEPTUAL ONLY. FINAL LOCATION TO BE DETERMINED IN THE FIELD AT
CONTRACTOR'S DISCRETION.
{NOTES:
}1.
2.
3.
4.
5.
6.
7.
3H:1V OR FLATTER
SIDE SLOPES
\A1;12" MIN
8'x 8' MIN
OR AS REQUIRED TO
CONTAIN WASTE CONCRETE
\A1;12" \A1;2'-0" MIN.
COMPACTED EMBANKMENT
MATERIAL, TYP.
BERM AROUND PERIMETER
GROUND SURFACE
SIGN TO INDICATE THE
LOCATION OF THE
CONCRETE WASHOUT AREA
CONCRETE WASHOUT AREA
CWA
PLANTED RIPRAP INSTALLATION
TYPE H
TYPE M
TYPE L
TYPE VL
2-10
35-50
70-50-100 70
TABLE I
CLASSIFICATION AND GRADATION OF ORDINARY RIPRAP
RIPRAP
DESIGNATION % SMALLER THAN GIVEN SIZE BY WEIGHT INTERMEDIATE ROCK DIMENSIONS (INCHES) d 50 (INCHES)*
TYPE VH
* d = MEAN PARTICAL SIZE (INTERMEDIATE DIMENSION) BY WEIGHT.
** MIX VL AND L RIPRAP WITH 30% (BY VOLUME) TOPSOIL AND BURY IT WITH 6+ INCHES OF
TOP SOIL, ALL VIBRATION COMPACTED, AND REVEGETATED.
50
6
2
9
12
6**
35-50
2-10
50-70
70-100
9
3
12
15
9**
35-50
2-10
50-70
70-100
12
4
18
21
12
24
18
50-70 24
35-50
2-10
50-70
2-10
70-100
35-50
24
9
33
6
42
18
70-100 30
TABLE II
GRADATION FOR GRANULAR BEDDING
U.S. STANDARD TYPE I CDOT SECT. 703.01 TYPE II CDOT SECT. 703.09 CLASS A
SIEVE SIZE
3 INCHES
1 1/2 INCHES
3/4 INCHES
3/8 INCHES
#4
#16
#50
#100
#200
PERCENT WEIGHT BY PASSING SQUARE-MESH SIEVES
--
--
--
100
95-100
45-80
10-30
2-10
0-2
90-100
--
20-90
--
0-20
--
--
--
0-3
VL(d = 6IN.),
L(d = 9 IN.)
M(d = 12 IN.)
H(d = 18 IN.)
TABLE III
THICKNESS REQUIREMENTS FOR GRANULAR BEDDING
U.S. STANDARD SIEVE SIZE FINE-TYPE GRAINED I PERCENT TYPE SOILS* WEIGHT II BY PASSING SQUARE-MESH SIEVES
COURSE-GRAINED SOILS**
4
4
6
6
6
6
8
8
50
50
50
50
TYPE II
50
\A1;2'\A1;50 2d \A1;SEE TABLE III
\A1;2d
\A1;SEE TABLE III
50
TYPE II BEDDING
RIPRAP
FLARED END SECTION (TYP.)
GRANULAR BEDDING
RIPRAP
TYPE II BEDDING
TYPE I BEDDING
GRANULAR BEDDING
CONCRETE CUTOFF WALL
RIPRAP AT PIPE OUTLET {\LWITH CUTOFF WALL}
RIPRAP AT PIPE OUTLET {\LWITHOUT CUTOFF WALL}
* MAY SUBSTITUTE ONE 12-INCH LAYER OF TYPE II BEDDING. THE SUBSTITUTE
OF ONE LAYER OF TYPE II BEDDING SHALL NOT BE PERMITTED AT DROP
STRUCTURES. THE USE OF A COMBINATION OF FILTER FABRIC AND TYPE II
BEDDING AT DROP STRUCTURES IS ACCEPTABLE.
\A1;12" MIN.
COMPACT BACKFILL
TO 95% STANDARD
PROCTOR
STAPLES
FABRIC
SOIL
STAPLES
FABRIC
RIPRAP
{\LFILTER FABRIC PLACEMENT AND LAP DETAIL}
{\LLAP DETAIL}
FOR PLANTED RIPRAP, REMOVE PORTION OF RIPRAP MINUS 4". IF DIRECTED BY ENGINEER BEFORE PLACEMENT, MIX RIPRAP WITH STABILIZATION SOIL (GRAVELY, CLAYEY TOPSOIL). APPROXIMATE RATION OF 75%
RIPRAP:25% STABILIZATION SOIL. PLACE TWO LIFTS (MINIMUM) WITH LARGER ROCK ON TOP. ROCK VOIDS TO BE COMPLETELY FILLED TO FORM A HOMOGENEOUS MASS FOR THE FORMATION OF A ROOT MAT INTERTWINED
WITH THE RIPRAP. STABILIZATION SOIL IS TO FILL RIPRAP VOIDS, NOT DISPLACE RIPRAP.
FINISHED GRADE
DESIGN RIPRAP GRADE
PLACEMENT OF ROCK IN TOP LAYER WILL
REQUIRE DISTURBANCE OF FIRST LAYER
SOIL IS NOT TO BE PERCHED. STABILIZATION SOIL FILLS ALL
VOID FROM FINISHED SURFACE TO NATIVE SOIL.
\A1;D50% D MAXIMUM
THICKNESS OF
FIRST LIFT
PLACEMENT OF TOP LIFT WILL
REQUIRE ADJUSTMENT OF FIRST LIFT
41\A1;D
0" MIN
6" MAX
3" TYP
MEASUREMENT ON SLOPE
PERPENDICULAR TO SLOPE
SEE NOTE 3 BELOW.
GENERAL PLACEMENT TECHNIQUES SHOULD RESULT IN LARGER ROCK AT THE SURFACE WITH ROCK SECURELY INTERLOCKED AT THE DESIGN THICKNESS AND GRADE. COMPACTION AND LEVELING
SHOULD RESULT IN MINIMAL VOIDS AND PROJECTIONS ABOVE GRADE. TYPICAL FOR BOTH BURIED AND EXPOSED RIPRAP.
FOR PLANTED RIPRAP: FINAL RIPRAP TO BE COMPACTED BY FULL LOADING OF BACKHOE BUCKET, AS APPROVED. ANY SOFT, YIELDING OR PACKETS OF SMALL ROCK WILL BE REWORKED. PLACE
STABILIZATION SOIL SO NO MORE THAN 3 INCHES THICK OVER ROCK AND 25 TO 50 PERCENT OF ROCK EXPOSED AS DIRECTED. COORDINATE ROCK PLACEMENT TO PROVIDE TREE OR SHRUB PLANTING
PITS AS INDICATED ON PLANNING PLANS.
4" TO 6" TYPE I OR TYPE II GRANULAR BEDDING, PER TABLE III, FOR RIPRAP VL AND L. 18" THICK LAYER OF TYPE L RIPRAP FOR TYPES M, V, AND VH RIPRAP.
{\LTYPICAL PLANTED RIPRAP PLACEMENT}
FILTER FABRIC MAY BE USED IN COMBINATION WITH TYPE II BEDDING AT DROP
STRUCTURES AS AN ALTERNATIVE TO A TWO LAYER FILTER.
FILTER FABRIC SHALL CONFORM TO CDOT SPECIFICATIONS FOR CLASS A DRAINAGE
GEOTEXTILES - SECTION 712.
FOR CHANNEL APPLICATIONS REFER TO THE MAJOR DRAINAGE CHAPTER OF THE URBAN STORM DRAINAGE CRITERIA
MANUAL, VOLUME 1, FOR RIPRAP SIZING.
FOR CULVERT/STORM SEWER OUTLET APPLICATIONS REFER TO THE HYDRAULIC STRUCTURES CHAPTER OF THE
URBAN STORM DRAINAGE CRITERIA MANUAL, VOLUME 2, FOR RIPRAP SIZE, RIPRAP DEPTH, BASIN LENGTH, AND BASIN
WIDTH.
COORDINATE THE COLOR OF ALL EXPOSED RIPRAP WITH THE OWNER AND PROJECT LANDSCAPE ARCHITECT.
FINISHED GRADE DEPICTED ABOVE SHALL BE FINISHED GRADE SPECIFIED ON GRADING PLANS.
{GENERAL NOTES:}
1.
2.
3.
4.
{PLANTED RIPRAP NOTES:}
1.
2.
3.
{FILTER FABRIC NOTES:}
1.
2. RP
OPTIONAL UNDERDRAIN
RIPRAP SCHEDULE
NOTE: ALL RIPRAP SHALL BE PLANTED, PER DETAIL 5, THIS SHEET
SEDIMENT TRAP & SEDIMENT BASIN
2:1
MAX.
FLOW
TRANSITION EXISTING
POND INTO SEDIMENT TRAP
2:1
MAX.
2:1
MAX.
2:1
MAX.
\A1;0.8' MIN.
\A1;1.\A1;6' 0.MIN. 2' MIN.
\A1;3.2'
\A1;1.6'
B B
2:1
MAX.
2:1
MAX.
A A
{\LSECTION A-A}
{\LPLAN VIEW}
{\LSECTION B-B}
ST
1
DT11
2
DT11
3
DT11
4
DT11
5
DT11
6
DT11
Design Pipe Pipe Diameter
(ft) Riprap Type
Length of
Riprap (ft)
Width of
Riprap
(ft)
2*d50,
Depth of
Riprap (ft)
Basin 3 Culvert 1.0 VL 5.0 8.0 1.0
Design Point 3 (and culvert
downstream) 2.5 VL 15.0 12.0 1.0
Design Point 5 (and culvert
downstream) 2.5 L 12.0 12.0 1.5
Storm A 2.0 VL 6.0 6.0 1.0
Design Point 13 1.3 VL 4.0 5.0 1.0
Storm B 2.0 VL 6.0 6.0 1.0
Outlet 2.0 VL 6.0 6.0 1.0
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
COMPACTED BACKFILL
FLOW
SILT TRENCH FENCE AND FABRIC ATTACHED (ASTM TO D6461) POST. ANCHORED IN
24" MIN
6' MAX
FLOW
TRENCH AND ATTACHED TO POST.
4"x4" TRENCH
SILT FENCE FABRIC (ASTM D6461) ANCHORED IN
18" MIN
24" MIN
42" MIN
POSTS
{\LPREASSEMBLED SILT FENCE}
JOIN FIRST
ROTATE SECOND
POSTS SHALL OVERLAP
AT JOINTS SO THAT NO
GAPS EXIST IN SILT FENCE.
NOTE:
THICKNESS OF GEOTEXTILE
HAS BEEN EXAGGERATED.
POST SHALL BE JOINED AS SHOWN, THEN ROTATED 180° IN DIRECTION SHOWN AND DRIVEN INTO THE GROUND.
{\LSILT FENCE JOINTS}
DRIVE POSTS VERTICALLY INTO THE GROUND TO A MINIMUM DEPTH OF 18".
EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE
BARRIER.
ANCHOR TRENCH SHALL BE EXCAVATED BY HAND, WITH TRENCHER, OR WITH SILT FENCE INSTALLATION MACHINE.
NO ROAD GRADERS, BACKHOES, ETC. SHALL BE USED.
NOT LESS THAN THE BOTTOM 1' OF THE SILT FENCE FABRIC SHALL BE BURIED IN THE TRENCH.
THE TRENCH SHALL BE COMPACTED BY HAND, WITH "JUMPING JACK" OR BY WHEEL ROLLING. COMPACTION SHALL
BE SUCH THAT THE SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND.
SILT FENCE INDICATED IN THE PLANS SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES.
USE WOOD POSTS OR OTHER MATERIAL AS ACCEPTED BY THE CITY.
{INSTALLATION NOTES:
}1.
2.
3.
4.
5.
6.
7.
THE CONTRACTOR SHALL INSPECT SILT FENCE EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM
EVENTS AND MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY.
SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM
SEDIMENT REACHES A DEPTH OF 6".
SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS
COVER IS ACCEPTED BY THE CITY. IF ANY DISTURBED AREA EXISTS AFTER REMOVAL, IT SHALL BE SEEDED
AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY.
{MAINTENANCE NOTES:
}1.
2.
3.
\A1;4" MIN.
\A1;4" MIN.
{\C256;1 \H0.7x;\S1#2;\H1.429x;" x 1 \H0.7x;\S1#2;\H1.429x;" WOODEN FENCE POSTS}
COMPACTED BACKFILL
SILT FENCE
SF
WATTLE INSTALLATION
%%UWATTLES - DETAIL A
FLOW
3'-4'
ADJACENT ROLLS SHALL
TIGHTLY ABUT
W1 NOTES:
INSTALLATION:
WHEN INSTALLING RUNNING LENGTHS OF WATTLES, BUTT THE SECOND
WATTLE TIGHTLY AGAINST THE FIRST, DO NOT OVERLAP THE ENDS. STAKE
THE WATTLES AT EACH END AND FOUR FOOT ON CENTER. FOR EXAMPLE:
A 25 FOOT WATTLE USES 6 STAKES
A 20 FOOT WATTLE USES 5 STAKES
A 12 FOOT WATTLE USES 4 STAKES
STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE.
LEAVING 2 - 3 INCHES OF THE STAKE PROTRUDING ABOVE THE WATTLE. A
HEAVY SEDIMENT LOAD WILL TEND TO PICK THE WATTLE UP AND COULD
PULL IT OFF THE STAKES IF THEY ARE DRIVEN DOWN TOO LOW. IT MAY BE
NECESSARY TO MAKE A HOLE IN THE WATTLE WITH A PICK END OF YOUR
MADDOX IN ORDER TO GET THE STAKE THROUGH THE STRAW. WHEN
STRAW WATTLES ARE USED FOR FLAT GROUND APPLICATIONS, DRIVE THE
STAKES STRAIGHT DOWN; WHEN INSTALLING WATTLES ON SLOPES, DRIVE
THE STAKES PERPENDICULAR TO THE SLOPE.
DRIVE THE FIRST END STAKE OF THE SECOND WATTLE AT AN ANGLE
TOWARD THE FIRST WATTLE IN ORDER TO HELP ABUT THEM TIGHTLY
TOGETHER. IF YOU HAVE DIFFICULTY DRIVING THE STAKE INTO EXTREMELY
HARD OR ROCKY SLOPES, A PILOT BAR MAY BE NEEDED TO BEGIN THE
STAKE HOLE.
1"x 1" WOOD STAKES
18"-24"
BAILING WIRE OR
NYLON ROPE
WATTLE "A" WATTLE "B"
1' 2'
TYP.
1' 1'
%%UWATTLES - DETAIL B
W2 NOTES:
INSTALLATION:
STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER
AND ON EACH SIDE OF THE WATTLE. LEAVING 4"-6" OF
STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR
NYLON ROPE SHOULD BE TIED TO THE STAKES ACROSS
THE WATTLE. STAKES SHOULD THEN BE DRIVEN UNTIL THE
BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO
THE WATTLE.
WHEN INSTALLING RUNNING LENGTHS OF WATTLES, TO
PREVENT SHIFTING, BUTT THE SECOND WATTLE TIGHTLY
AGAINST THE FIRST. DO NOT OVERLAP THE ENDS. STAKES
SHOULD BE DRIVEN 1 FT. FROM END, ACROSS FROM AND
ON EACH SIDE OF WATTLE LEAVING 4"-6" OF STAKE
PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR
NYLON ROPE SHOULD BE TIED TO STAKES IN AN HOUR
GLASS FORMATION (FRONT TO BACK OF WATTLE "A",
ACROSS TO FRONT OF WATTLE "B", ACROSS TO BACK AND
BACK TO FRONT OF WATTLE "A"). STAKES SHOULD THEN BE
DRIVEN IN UNTIL BAILING WIRE OR NYLON ROPE IS
SUFFICIENTLY SNUG TO THE WATTLE.
SEDIMENT
DEPOSITION
ZONE
STORM WATER LINE
WEIGHTED WATTLE
LIP OF GUTTER
SIDEWALK EXISTING OR
PROPOSED INLET
TOP BACK CURB
FLOW LINE
%%uCURB INLET WATTLE PROTECTION SETUP%%u
SEDIMENT
DEPOSITION
ZONE
STORM WATER LINE
LIP OF GUTTER
WEIGHTED WATTLE
AT 45 DEG. TO CURB
SIDEWALK
TOP BACK CURB
FLOW LINE
SIDEWALK
TOP BACK CURB
FLOW LINE
W4 NOTES:
1. NUMBER OF WATTLES AND SPACING SHOULD BE DETERMINED BY THE SLOPE AND SITE CONDITIONS.
2. TUBULAR MARKERS SHALL MEET THE REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
3. CITY RECOMMENDS INSTALLING AT LEAST 3 CHECKDAMS WHEN USING THIS SETUP.
LIP OF GUTTER
WEIGHTED WATTLE
W1 & W2 INSTALLATION NOTES:
1. THE LOCATION AND LENGTH OF WATTLE IS DEPENDENT ON THE CONDITIONS OF EACH SITE.
2. WATTLES SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES.
3. WATTLES SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR, OR COCONUT FIBER.
4. NOT FOR USE IN CONCENTRATED FLOW AREAS.
5. THE WATTLES SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF TWO (2) INCHES.
6. WATTLES SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS.
7. ON SLOPES, WATTLES SHOULD BE INSTALLED ON CONTOUR WITH A SLIGHT DOWNWARD ANGLE AT THE END OF THE ROW IN ORDER TO PREVENT
PONDING AT THE MID SECTION.
8. RUNNING LENGTHS OF WATTLES SHOULD BE ABUTTED FIRMLY TO ENSURE NO LEAKAGE AT THE ABUTMENTS.
9. SPACING - DOWNSLOPE:
10. VERTICAL SPACING FOR SLOPE INSTALLATIONS SHOULD BE DETERMINED BY SITE CONDITIONS. SLOPE GRADIENT AND SOIL TYPE ARE THE MAIN
FACTORS. A GOOD RULE OF THUMB IS:
1:1 SLOPES = 10 FEET APART
2:1 SLOPES = 20 FEET APART
3:1 SLOPES = 30 FEET APART
4:1 SLOPES = 40 FEET APART, ETC.
11. HOWEVER, ADJUSTMENTS MAY HAVE TO BE MADE FOR THE SOIL TYPE: FOR SOFT, LOAMY SOILS - ADJUST THE ROWS CLOSER TOGETHER; FOR HARD,
ROCKY SOILS - ADJUST THE ROWS FURTHER APART. A SECONDARY WATTLE PLACED BEHIND THE ABUTMENT OF TWO WATTLES IS ENCOURAGED ON
STEEP SLOPES OR WHERE JOINTS HAVE FAILED IN THE PAST.
12. STAKING: THE CITY RECOMMENDS USING WOOD STAKES TO SECURE THE WATTLES. 1/2" TO 5/8" REBAR IS ALSO ACCEPTABLE. BE SURE TO USE A
STAKE THAT IS LONG ENOUGH TO PROTRUDE SEVERAL INCHES ABOVE THE WATTLE: 18" IS A GOOD LENGTH FOR HARD, ROCKY SOIL. FOR SOFT LOAMY
SOIL USE A 24" STAKE.
4"-6" ABOVE WATTLE AFTER BAILING WIRE
OR NYLON ROPE IS ATTACHED. STAKES
NEED TO BE TAMPED UNTIL WIRE/ROPE IS
SNUG WITH WATTLE.
W3 NOTE:
IF THE AREA BEHIND THE INLET IS NOT STABILIZED, A
BMP SHOULD BE USED TO PREVENT SEDIMENT FROM
ENTERING THE INLET
1"x 1" WOOD STAKES
18"-24"
W1
THE CONTRACTOR SHALL INSPECT WATTLES EVERY TWO WEEKS AND AFTER ANY SIGNIFICANT STORM EVENT AND MAKE REPAIRS OR REMOVE SEDIMENT
ACCUMULATED BEHIND WATTLE AS NECESSARY.
SEDIMENT ACCUMULATED BEHIND WATTLE SHALL BE REMOVED WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DIAMETER OF THE WATTLE.
WATTLES SHALL REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND IS ACCEPTED BY THE CITY.
WATTLE MAINTENANCE NOTES:
1.
2.
3.
ENDS SHALL ABUT TIGHTLY
TO BACK OF CURB
END SHALL ABUT TIGHTLY
TO BACK OF CURB
ENDS OF ADJACENT WATTLES
SHALL BE TIGHTLY ABUTTED
TO PREVENT SEDIMENT BYPASS
4' MAX.
{\LPERVIOUS INSTALLATION}
{\LIMPERVIOUS INSTALLATION}
SEDIMENT
DEPOSITION ZONE
W3
W2 NOTE:
ONLY WATTLES MADE WITH COCONUT
FIBERS SHALL BE USED WHEN
INSTALLATION COMES IN CONTACT WITH A
WATER BODY.
SIDEWALK CULVERT/CHASE/PAN
W4
W3, W4 & W5 NOTES:
1. WHEN USING STRAW WATTLE, THE STRAW WATTLE MUST HAVE A WEIGHTED
CORE.
2. ALL PRODUCTS SHALL BE INSTALLED PER THE MANUFACTURER'S
SPECIFICATIONS.
3. OTHER PRODUCTS MAY BE USED IN PLACE OF WEIGHTED WATTLES UPON
WRITTEN APPROVAL FROM THE CITY. NOTE: A COPY OF DETAILS AND
SPECIFICATIONS WILL NEED TO BE INCORPORATED INTO THE SWMP.
END SHALL
TIGHTLY ABUT TO
BACK OF CURB
SEDIMENT
DEPOSITION ZONE
W5
TUBULAR
MARKER
EXISTING OR
PROPOSED INLET
%%UCONCRETE CHASE/TRICKLE CHANNEL SETUP
END SHALL
TIGHTLY ABUT TO
BACK OF CURB
%%UCURBSIDE CHECKDAMS SETUP
SF
NOTES:
1.FIBER ROLLS TO BE STAKED AS REQUIRED.
2.FIBER ROLLS TO REMAIN IN-PLACE UNTIL VEGETATION IS ESTABLISHED.
{\LISOMETRIC VIEW}
DRIVEWAY
DRIVEWAY
STREET
SIDEWALK
SIDEWALK
EROSION CONTROL FOR CONSTRUCTION
ON INDIVIDUAL RESIDENTIAL LOTS
SWALE WATTLE DIKE
ENTRENCH 3"
POINT A
%%USECTION A-A
POINTS A MUST BE HIGHER THAN POINT B
%%UPLAN VIEW
POINT B
POINT A
WATTLE
POINT A
FLOW
POINT B
POINT A
WATTLE DIKE
{DITCH INSTALLATION}
A A
THE CONTRACTOR SHALL INSPECT DIKES EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND
MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY.
SEDIMENT ACCUMULATED UPSTREAM OF DIKES SHALL BE REMOVED WHEN THE UPSTREAM SEDIMENT REACHES
1/2 OF THE DESIGN DEPTH.
DIKES ARE TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS
ACCEPTED BY THE CITY.
WHEN REINFORCED ROCK BERMS ARE REMOVED, ANY DISTURBED AREA SHALL BE SEEDED, CRIMPED AND
MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY.
{MAINTENANCE NOTES:
}1.
2.
3.
4.
WD
STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER AND ON EACH SIDE OF THE WATTLE. LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO THE STAKES
ACROSS THE WATTLE. STAKES SHOULD THEN BE DRIVEN UNTIL THE BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE.
STA %%uOR%%u
OR
(10" MIN. DIA.)
WIRE ENCLOSED 1 1/2" CRUSHED ROCK
DROP INLET PERIMETER
PLACED AROUND
CINDER BLOCKS
1 1/2" CRUSHED ROCK
WIRE ENCLOSED
DROP INLET BLOCK
INLET
DROP
RUNOFF
FILTERED
OVERFLOW
%%USECTION A-A
%%UPLAN VIEW
STACKED 24" HIGH
(2) CINDER BLOCKS
%%UAND GRAVEL FILTER
A A
DROP INLET
WITH GRATE
WITH NO GAPS (TYP.)
TIGHTLY ABUTTING
%%UWATTLE FILTER
DROP INLET
INLET
%%UPLAN VIEW
\A1;ENTRENCH 3"
CORNERS.
EXCESS AT
FRAME. GATHER
AND STAPLE TO
WITH GEOTEXTILE
WRAP WOOD FRAME
WOOD FRAME
WOOD FRAME
2'' X 4'' WITH GRATE
DROP INLET
3' 0''
1' 6'' MAX.
A DEPTH OF 6'' X 6''
BURY GEOTEXTILE AT
%%uDROP INLET SILT FENCE BOX
FLOW FLOW
NOTE:
ENTRENCH WATTLE 3" INTO
NATURAL GROUND AT THE
OUTSIDE EDGE OF CONCRETE
APRON
INLET PROTECTION AT AREA INLETS SHALL BE INSTALLED WITHIN 48 HOURS OF POURING INLET.
CRUSHED ROCK SHALL BE FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH A 1-1/2" MINUS GRADATION. RECYCLED CONCRETE MEETING THIS GRADATION MAY BE USED.
WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1" (COMMONLY TERMED "CHICKEN WIRE"). ROLL WIDTH SHALL BE 48".
IT IS RECOMMENDED THAT FILTER FABRIC, SUCH AS GRATE MATES OR EQUIVALENT, OR OTHER TEMPORARY BMP BE PLACED BENEATH THE INLET GRATE AND MAINTAINED UNTIL THE
SURROUNDING AREA DRAINING TO THE INLET IS SUFFICIENTLY STABILIZED.
OTHER AREA INLET PROTECTION METHODS WILL BE ALLOWED IF ACCEPTED BY THE CITY.
{
GENERAL NOTES:
}1.
2.
3.
4.
5.
THE CONTRACTOR SHALL INSPECT INLET PROTECTION EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT AS NECESSARY.
SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH REACHES 1/2 OF THE DESIGN DEPTH.
TO PREVENT CLOGGING, INLET GRATE FILTER FABRIC SHOULD BE CLEANED OR REPLACED PERIODICALLY.
INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED.
WHEN INLET PROTECTION AT AREA INLETS ARE REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY.
{MAINTENANCE NOTES:
}1.
2.
3.
4.
5.
WATTLE
WATTLE
OR
NOTE:
INSTALLATION OF WATTLE STAKES
MAY VARY
DROP INLET PROTECTION
IP
1
DT10
2
DT10
4
DT10
5
DT10
3
DT10
(MINIMUM)
STREET
(HP)
WINDOW
WELL
HIGH (HP) POINT
DROP
6" VERT.
DROP
6" VERT.
(MINIMUM) (MINIMUM)
OF LOT
MIDPOINT
CURB FLOW LINE
R.O.W.
LOW OF SIDE LOT
(2% MINIMUM) SLOPE
HIGH POINT
(MINIMUM)
2% SLOPE
2% (MINIMUM) SLOPE
R.O.W. LOW OF SIDE LOT
BACK CURB OF
HIGH OF LOT SIDE
SIDEWALK
DRIVEWAY
STREET
CURB FLOW LINE
(HP) WINDOW WELL
HIGH (HP) POINT
MIDPOINT OF LOT
BACK OF
WALK
HIGH SIDE
OF LOT
CURB FLOW LINE
R.O.W.
LOW SIDE
OF LOT
HIGH POINT
SIDEWALK
DRIVEWAY
CURB
BACK OF
(1% MINIMUM) OR 2% (MINIMUM)
STREET
(HP)
WINDOW
WELL
SLOPE
1% OR 2%
SLOPE
"X"
(MINIMUM)
2% SLOPE
OF LOT
MIDPOINT
DROP
6" VERT.
(MINIMUM)
2% SLOPE
(MINIMUM)
CURB FLOW LINE
R.O.W.
(MINIMUM) LOW OF SIDE LOT
HIGH POINT
(MINIMUM)
(MINIMUM)
R.O.W. LOW OF SIDE LOT
BACK CURB OF
HIGH OF LOT SIDE
SIDEWALK
DRIVEWAY
STREET
CURB FLOW LINE
(HP)
WINDOW WELL
1% SLOPE OR 2%
1% SLOPE OR 2%
1% SLOPE OR 2%
2% (MINIMUM) SLOPE
(MINIMUM) 2% SLOPE
MIDPOINT OF LOT
\A1;20.0'
ROW
A LOT
1" = 30'
\A1;20.0'
ROW
B LOT
1" = 30'
0.0%
0.0%
REAR REAR
\A1;35.0' \A1;VARIES
7.0%
2.0%
\A1;35.0' \A1;VARIES
7.0% 2.5% (MIN.)
DT07
DETAILS
GRADING
J. Prelog
N. Whitcomb
1"=1'
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:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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
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
I:\StmWtr\Criteria Manual\D51.dwg 4/7/11
GRADING PLAN
TYPE "W" (WALKOUT LEVEL) LOT
PLAN VIEW ISOMETRIC VIEW
I:\StmWtr\Criteria Manual\D48.dwg 4/7/11
GRADING PLAN
TYPE "B" LOT
PLAN VIEW ISOMETRIC VIEW
I:\StmWtr\Criteria Manual\D47.dwg 4/7/11
GRADING PLAN
TYPE "A" LOT
PLAN VIEW ISOMETRIC VIEW
1/2[LOT WIDTH - (2 x SWALE TURN RADIUS) - (LOT WIDTH x STREET GRADIENT / SWALE GRADIENT)]
NOTE:
"X "=
"SHIP-LAP" JOINT.
2'-0" 3'-0"
GRATING (SEE DETAIL,
THIS DRAWING)
%%UGRATING DETAIL
3.
2.
WEIGHT: 560 LBS
1.
%%UNOTES:%%U
%%uISOMETRIC VIEW
N.T.S.
\A1;\A1;4' 6"
\A1;6"
\A1;2'
\A1;6"
N.T.S.
\A1;6"
5'-8" MAX
3'-0" MIN
4 TON P52 SL M.(NUMBER A. STEPS REQ'D @12" VARIES O.C.
WITH HEIGHT)
5'-8" MAX
3'-0" MIN
\A1;6"
N.T.S.
%%USECTION B-B
\\A1;A1;6" 3'
3) STEEL REINFORCEMENT:
4) CEMENT: ASTM C-150 SPECIFICATIONS
1) 4 TON P-52 SL ANCHORS (8 REQ'D)
A. AASHTO HS-20-44, W/ IMPACT
C. EQUIVALENT FLUID PRESSURE = 45 PCF
D. 80 PSF LATERAL LIVE LOAD SURCHARGE
B. SOIL WEIGHT = 120 PSF
2) CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE
%%UDESIGN NOTES:
4500 PSI (MIN.)
1) DESIGN LOADINGS:
%%ULIFTING NOTES:
FRAME & GRATING NOT SHOWN
4 TON P-52 SL
ANCHORS FOR SETTING
A. REBAR, ASTM A-615 GRADE 60, MIN. OF 2" CLR.
B. MESH, ASTM A-497 GRADE 80
N.T.S.
N.T.S.
DESIGNED ACCORDING TO ASTM C857-87 AND ASTM C858-83
DESIGNED FOR AASHTO HS-20 LOADING
EAST JORDON IRON WORKS CURB INLET 7030 (OR EQUAL) TYPE M2
GRATE AND T1 BACK COMBINATION.
\A1;3'
GRATING (SEE DETAIL,
THIS DRAWING)
PIPE(S) SIZE, SHAPE AND
LOCATION VARIES
A A
%%USECTION A-A
B
B
A A
DIRECTION SECTION LINE SECTION A-A (ARROWS IS VIEWED) POINT IN
LEGEND
PIPE(S) SIZE, SHAPE AND
LOCATION VARIES
OPEN AREA: 260 SQ. IN.
3'-7"
CURB ADJUSTS 4" 2'-7"
6"
3 1/4" TO 9"
ANCHORS
DATE DRAWN: 3/3/05
D43.dwg
DRAWN BY: T. COX
SINGLE CURB INLET
CAD FILE NAME:
DETAIL
D-43
STORMWATER CONSTRUCTION DETAILS
P.O. BOX 580, FORT COLLINS, CO. 80522
CITY OF FORT COLLINS UTILITIES
3"
5" 4-1/2"
%%USUPPORT BEAM POCKET DETAIL
AND ASTM C858-83.
2. DESIGNED ACCORDING TO ASTM C857-87
1. DESIGNED FOR AASHTO HS-20 LOADING.
NOTES:
IF RISER IS REQUIRED THE
BASE IS POURED WITH A
"SHIP-LAP" JOINT.
2'-0" 6'-1"
GRATING (SEE DETAIL,
THIS DRAWING)
%%UGRATING DETAIL
3.
2.
WEIGHT: 1100 LBS
1.
%%UNOTES:%%U
%%uISOMETRIC VIEW
N.T.S.
\A1;7'-\1" A1;6"
\A1;6"
\A1;2'
\A1;6"
N.T.S.
\A1;6"
5'-8" MAX
3'-0" MIN
M.A. STEPS @12" O.C.
4 TON P52 SL ANCHORS
(NUMBER REQ'D VARIES
WITH HEIGHT)
5'-8" MAX
3'-0" MIN
\A1;6"
N.T.S.
%%USECTION B-B
\\A1;A1;6" 6'-1"
POCKET FOR SUPPORT BEAM
(SEE DETAIL, THIS DRAWING)
3) STEEL REINFORCEMENT:
4) CEMENT: ASTM C-150 SPECIFICATIONS
1) 4 TON P-52 SL ANCHORS (8 REQ'D)
A. AASHTO HS-20-44, W/ IMPACT
C. EQUIVALENT FLUID PRESSURE = 45 PCF
D. 80 PSF LATERAL LIVE LOAD SURCHARGE
B. SOIL WEIGHT = 120 PSF
2) CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE
%%UDESIGN NOTES:
4500 PSI (MIN.)
1) DESIGN LOADINGS:
%%ULIFTING NOTES:
FRAME & GRATING NOT SHOWN
4 TON P-52 SL
ANCHORS FOR SETTING
A. REBAR, ASTM A-615 GRADE 60, MIN. OF 2" CLR.
B. MESH, ASTM A-497 GRADE 80
DATE DRAWN: 3/3/05
D44.dwg
DRAWN BY: T. COX
CAD FILE NAME:
N.T.S.
N.T.S.
N.T.S.
4" 2'-7" 6'-8"
CURB ADJUSTS
6"
3 1/4" TO 9"
DESIGNED ACCORDING TO ASTM C857-87 AND ASTM C858-83
DESIGNED FOR AASHTO HS-20 LOADING
EAST JORDON IRON WORKS CURB INLET 7031 (OR EQUAL) TYPE M2
GRATE AND T1 BACK COMBINATION.
\A1;3'
GRATING (SEE DETAIL,
THIS DRAWING)
POCKET FOR SUPPORT BEAM
(SEE DETAIL, THIS DRAWING)
PIPE(S) SIZE, SHAPE AND
LOCATION VARIES
A A
%%USECTION A-A
B
B
A A
SECTION DIRECTION LINE SECTION A-A (ARROWS IS VIEWED) POINT IN
LEGEND
PIPE(S) SIZE, SHAPE AND
LOCATION VARIES
6" THICK
CONCRETE
WALL
OPEN AREA: 520 SQ. IN.
DETAIL
DOUBLE CURB INLET
D-44
STORMWATER CONSTRUCTION DETAILS
(970) 221-6700
P.O. BOX 580, FORT COLLINS, CO. 80522
CITY OF FORT COLLINS UTILITIES
STAKING NOTES:
1) CONTRACTOR SHALL HAVE ALL FOUR (4) CORNERS OF
INLET BOX STAKED IN FIELD BY A QUALIFIED SURVEYOR
PRIOR TO SETTING BOX.
2) CONTRACTOR SHALL ALSO HAVE A MINIMUM OF 20-FEET
OF INCOMING CURB AND GUTTER IN EACH DIRECTION
STAKED WITH THE INLET BOX. RUN STRING IF NECESSARY
TO ENSURE PROPER CURB TRANSITION CAN BE MADE,
AND THAT NO CONFLICTS ARISE.
FACE CURB
2'-0"
TRANSITION
BACK OF CURB
LIP OF GUTTER/EDGE OF ASPHALT
TO BE FLUSH WITH CAST IRON FRAME
LIP OF GUTTER
CURB TRANSITION AT INLET
N.T.S.
FACE CURB
2'-0"
TRANSITION
BACK OF CURB
LIP OF GUTTER/EDGE OF ASPHALT
TO BE FLUSH WITH CAST IRON FRAME
LIP OF GUTTER
CURB TRANSITION AT INLET
STAKING NOTES: N.T.S.
1) CONTRACTOR SHALL HAVE ALL FOUR (4) CORNERS OF
INLET BOX STAKED IN FIELD BY A QUALIFIED SURVEYOR
PRIOR TO SETTING BOX.
2) CONTRACTOR SHALL ALSO HAVE A MINIMUM OF 20-FEET
OF INCOMING CURB AND GUTTER IN EACH DIRECTION
STAKED WITH THE INLET BOX. RUN STRING IF NECESSARY
TO ENSURE PROPER CURB TRANSITION CAN BE MADE,
AND THAT NO CONFLICTS ARISE.
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
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY:
CONCRETE END SECTIONS
01/31/01 D-15
NBJ
E
C B
E
E
E
E
F F
PLAN
C B
D
A RISE SPAN
END VIEW
PLAN E
F
M 206 SEE FOR FIGURE ACTUAL 1 OF AASHTO SIZES
SECTION D F-FA RISSEPAN
END VIEW
F
3 IN.
5 IN.
5 IN.
3 IN.
F
2 FT. 5 IN.
3/4 IN. GALVANIZED ANCHOR BOLTS, NUTS AND WASHERS,
MILD STEEL, ASTM A 307. ROD LUG SHALL BE COATED
WITH COAL-TAR EPOXY PAINT OR APPROVED EQUAL.
3/4 IN. "CANOPY" APPROVED, TYPE ROD EQUAL LUG, OR
2 FT. 7 IN.
PIPE
DIAMETER
F
18 IN. - 30 IN.
36 IN. - 42 IN.
48 IN. - 60 IN.
72 IN. - 84 IN.
5 IN.
6 IN.
9 IN.
CONCRETE JOINT
FASTENER.
LOCATION OF 1 IN.
DIA. HOLES
END SECTION FOR REINFORCED CONCRETE
CIRCULAR PIPE
END SECTION FOR REINFORCED
CONCRETE ELLIPTICAL PIPE
END SECTION FOR REINFORCED
CONCRETE ARCH PIPE
DIMENSIONS
A B C D E
PIPE
I.D.
IN.
12
15
18
24
30
36
42
48
54
60
72
5 1/2
11 1/2
12
17
18
24
28
27
36
34 1/2
23
26
26
43
53
60
61
70
65
58
75
49
47
48
54
43
37
36
28
35
40
21
72
73
74
97
96
97
97
98
100
98
96
24
29
36
48
60
71
78
84
90
96
108
IN. IN. IN. IN. IN.
SECTION F-F
24
30
36
42
48
54
60
30
38
45
53
60
68
76
19
24
29
34
38
43
48
8 1/2
9 1/2
11 1/8
15 3/4
21
25 1/2
30
39
54
60
60
60
60
60
33
18
24
36
36
36
36
72
72
84
96
96
96
96
48
60
72
78
84
90
96
EQUIVALENT (INCHES)
CIRCULAR
DIAM. (IN.)
NOMINAL (IN.) DIMENSIONS
SPAN RISE A B C D E
24
30
36
48
54
DIAM. (IN.)
CIRCULAR
EQUIVALENT
42
60
72
96
96
96
96
96
(INCHES)
96
8 1/2
9 1/2
11 1/8
25 1/2
A
DIMENSIONS
15 3/4
SPAN RISE
30
21
NOMINAL (IN.)
B C
60
60
60
60
50
60
39
36
36
36
36
46
35
33
78
90
96
84
D
60
72
48
E
29
36
43
50
58
65
72
86
18
22
27
31
36
40
44
54 31 120
72 60 39 99
PLAN
SECTION X-X
GENERAL NOTES:
1. REVISED CDOH M-603-10
2. CONCRETE END SECTIONS ARE TO BE
FURNISHED WITH TOUGE OR GROOVE AS
REQUIRED.
3. INSIDE CONFIGURATION AND JOINT OF CONCRETE
END SECTION AND PIPE SHALL MATCH.
4. CONCRETE PIPE JOINT FASTENERS, WHERE SHOWN
ON PLANS, SHALL BE INSTALLED SO THAT A MINIMUM
OF 15 LINEAR FEET OF THE OUTLET END OF THE
ARE MECHANICALLY LOCKED TOGETHER. END SECTION
LENGHTS, WHEN USED, WILL BE INCLUDED IN THE
15 L.F. REQUIRED.
END VIEW
+
CLASS B BEDDING
LOWER LIMIT OF
UNIFORM GRADED
CLASS A BEDDING
LOWER LIMIT OF
LOWER LIMIT OF
MATERIAL
TRENCH WIDTHS SHALL BE AS SPECIFIED ON PLANS.
REFER TO THE STORM SRAINAGE CONSTRUCTION STANDARDS,
SECTION 6, "BEDDING MATERIALS" FOR GRADATIONS.
SUBDRAIN DETAIL
TRENCH WIDTH AS SPECIFIED
TRENCH WIDTH AS SPECIFIED
ROCK EXCAVATION
TRENCH WIDTH AS SPECIFIED
GRANULAR MATERIAL
UNSTABLE SUBGRADE
TRENCH WIDTH AS SPECIFIED
ROCK
1 1/2 IN.
COMPACTED
GRANULAR OR
TRENCH WALL
SLOPE
COMPACTED
MATERIAL GRANULAR
%%UNOTES:
2.
1.
6 IN. MIN.
4 IN. MIN.
\A1;1/8 PIPE O.D.
OR 4 IN. MIN.
SLOTTED PIPE
PERFORATED OR
GRAVEL
FILTER
BACKFILL
COMPACTED DENSELY
TRENCH WIDTH AS SPECIFIED
CLASS C BEDDING
TRENCH WIDTH AS SPECIFIED
\A1;1/4 PIPE O.D.
SLOPE
MATERIAL
COMPACTED
TRENCH DENSELY WALL
\A1;PIPE O.D. + 8 IN.
\A1;1/4 PIPE O.D.
MATERIAL
COMPACTED
DENSELY
SLOPE
TRENCH WALL
MATERIAL
\A1;PIPE O.D.
OR 6 IN. MIN.
\A1;1/8 PIPE O.D.
3000 CONCRETE P.S.I.
TRENCH WALL
LOWER LIMIT OF
UNIFORMLY
SELECTED GRADED
SLOPE
GRADED COMPACTED ROCK OR
MATERIAL
GRANULAR
COMPACTED
\A1;PIPE O.D.
TRENCH WALL
LOWER LIMIT OF
SLOPE
COMPACTED
DENSELY
FILTER
6 IN. MIN.
\A1;PIPE O.D.
\OR A1;4 1/IN. 8 PIPE MIN. O.D.
\A1;PIPE O.D.
BROKEN LARGE (IF CONCRETE, REQUIRED) STONES, ETC.
MATERIAL
LOWER LIMIT OF
TRENCH WALL
SLOPE
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY:
STORMWATER BEDDING REQUIREMENTS
1/12/00 D-1
SKC
BEND WITH
CURVED DEFLECTOR STRAIGHT DEFLECTOR
BEND WITH
INLINE UPSTREAM MAIN &
90 LATERAL WITH DEFLECTOR
WITH DEFLECTOR
DIRECTLY OPPOSED LATERAL
(HEAD LOSSES ARE STILL EXCESSIVE
WITH THIS METHOD, BUT ARE
SIGNIFICANTLY MORE THAN WHEN
NO DEFLECTOR EXISTS)
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY: NJB
11/9/00 D-5
CHANNELING DETAILS FOR MANHOLES
o
GENERAL NOTES:
1. AREA INLETS MAY BE USED FOR
DRAINAGEWAY OTHER THAN STREETS.
(EXAMPLE, PARKING LOTS, MEDIANDS,
SUMP BASINS)
NO. 12 GRATE AND FRAME BY
MaCLEAR OR APPROVED EQUAL.
PLAN VIEW
A
A
B B
35 3/4 IN.
6 IN. 23 3/4 IN.
3 IN. CIR. O.F.
2 IN. CIR L.F.
#4 @ 12 IN.
CTRS. (TYP.)
#4 @ 12 IN. CTRS.
F
#4 BAR CONCRETE
PIPE O.D.
3 IN.
CIR.
CONCRETE PIPE
I.D. D
SECTION A-A SECTION B-B
12 IN.
LAP
DRAINAGE
SLOPE FOR
INLET AND
FLOW LINE OF
CONDUIT
PIPE
AROUND
#4
12 IN. MIN. INLET GRATES
CTRS. (TYP.)
#4 @ 12 IN.
2 IN. CIR L.F.
3 IN. CIR. O.F.
28 1/4 IN.
6 IN. 16 1/4 IN.
H
AND FLOOR
6 IN. TYPICAL WALLS
12 IN. SPACING STEP MAX.
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY: NBJ
12/8/00 D-9A
AREA INLET
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
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY:
SHALLOW MANHOLE WITH FLAT TOP
11/8/00 D-4
NBJ
PIPE SIZE MIN. MANHOLE
DIAMETER
24 IN. OR LESS
27 IN. TO 42 IN. (INCL.)
OVER 42 IN. 72 IN.
60 IN.
48 IN.
NOTE: MINIMUM INSIDE DIAMETER OF
MANHOLE SHALL BE AS FOLLOWS:
ALTERNATE BASE
POURED INVERT
RECAST MANHOLE
BASE
8 IN. MIN.
6 IN.
2 IN. MIN.
SLOPE
1 IN./FT.
BRICK &/OR CONCRETE
ADJUSTMENT SHIM
GROUTED INSIDE AND OUT
FLAT SLAB TOP SECTION
IN LIEU OF CONICAL TOP
ASTM C-478
MANHOLE SECTIONS
GROUT BASE TO CONE
INSIDE AND OUT
POURED CONCRETE
BASE
SEE NOTE
MANHOLE RUNGS
12 IN. O.C.
FINISHED GRADE
24 IN. RING AND COVER - 400 LB.
DENVER HEAVY BY MACLEAR
OR APPROVED EQUAL
8 IN.
1 FT.
5 FT. MAX.
16 IN. MAX
SLOPE
1 IN./FT.
18 IN. MAX
2 IN.
8 IN. MIN.
28 IN. MAX
ASTM C-478
AS NEEDED
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
STANDARD CONCRETE NOTES
1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF ACI 318, ACI 304,
AND ACI 315.
ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS WITH
4%-6% ENTRAINED AIR AND TYPE II CEMENT UNLESS NOTED OTHERWISE.
REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, DEFORMED UNLESS NOTED
OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 WELDED STEEL WIRE FABRIC
UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS "B". ALL HOOKS SHALL BE STANDARD
UNLESS NOTED OTHERWISE.
THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS
SHOWN OTHERWISE ON DRAWINGS:
CONCRETE CAST AGAINST EARTH = 3"
CONCRETE EXPOSED TO EARTH OR WEATHER:
#6 AND LARGER = 2"
#5 AND SMALLER AND WWF = 1 1/2"
CONCRETE NOT EXPOSED TO WEATHER NOR CAST AGAINST EARTH:
SLAB AND WALL = 3/4"
BEAMS AND COLUMNS = 1 1/2"
A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE UNLESS NOTED
OTHERWISE IN ACCORDANCE WITH ACI 301 SECTION 4.2.4.
HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER THAT THE
ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR
EMBEDDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOID CUTTING EXISTING
REBAR WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS.
USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHORS SHALL BE PER ICBO AND
MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES.
2.
3.
5.
6.
7.
4.
DETAIL
FORT COLLINS CONSTRUCTION STORMWATER DETAILS
FORT COLLINS, CO.
UTILITIES
CITY OF
(970) 221-6700
APPROVED: DATE:
DRAWN BY:
STANDARD CONCRETE NOTES
2/22/05 D-41
TDC
CAD FILE NAME:
DETAILS
DRAWN BY: T. COX
D46.dwg
OUTLET STRUCTURE
DATE DRAWN: 8/15/05
C C
A
A
B
B
CONTROL
PLATE
\A1;Ls \A1;3'-6"
(MIN.) \A1;6"
\A1;Ws
\A1;6"
\A1;6"
\A1;VARIES \A1;VARIES
\A1;6"
\A1;Ws/2 \A1;Ws/2
OUTLET CENTERLINE PIPE OF
SECTION C-C
SECTION A-A SECTION B-B
WELL SCREEN FLOW CONTROL PLATE
#4@#4@12" 12"
#4@18"
#4@12"
\A1;2'-6"
#4L@12"
#4@12"
\A1;6"
Wo
\A1;Wo \A1;\A1;Wp Wo
(Wo+6")
\A1;4"
(TYP.) TABLE
3" (TYP.)
1/4" (MIN.) THICK
STEEL FLOW CONTROL
PLATE
STAINLESS STEEL
ANCHOR BOLT (TYP.)
(MAX.)
INTO CONCRETE SIDES
STEEL CHANNEL FORMED
3/8"x1" FLAT
BAR HOLDING
FRAME
INTERMITTANT WELDS ON TOP AND SIDES
STAINLESS STEEL ANCHOR BOLTS OR
PLATE
FLOW CONTROL
END OPTIONAL OF WING CONCRETE WALL) WING WALL (TYP.)
51"x51" GRATING
(3/8" ROUND OR
TWISTED CROSS
BARS AT 3" O.C.,
WELDED TO 1"x3/8"
BEARING BARS AT
2 1/2" O.C.)
3/8" ROUND OR
TWISTED CROSS
BAR
BAR
1"x3/BEARING 8"
PLAN
\A1;6"
\A1;3"
CLR.
3"
CLR.
3" CLR.
TO FASTEN GRATE DOWN
\A1;3/8"x6" THREADED BOLT D1
4 OR 3
4. ALL TRASH RACKS SHALL BE MOUNTED USING STAINLESS STEEL HARDWARE AND
PROVIDED WITH HINGED AND LOCKABLE OR BOLTABLE ACCESS PANELS.
5. TRASH RACKS SHALL BE STAINLESS STEEL, ALUMINUM, OR STEEL. STEEL TRASH
RACKS SHALL BE HOT DIP GALVANIZED AND MAY BE HOT POWDER PAINTED
AFTER GALVANIZING.
3 1/2"
x1 1/2"
KEY
OUTLET PIPE
4% 4%
CLR.
3"
BAR
#4 HOOP
PIPE
CONCRETE
METAL OR
F
LAP
12"
#4@12" O.C.
O.C.
#4@12"
CONCRETE SHALL BE CLASS B. MAY BE CAST-IN-PLACE OR PRECAST.
GENERAL NOTES
1.
2.
3. STEPS SHALL BE PROVIDED WHEN VERTICAL DIMENSION EXCEEDS 3'-6"
AND SHALL BE IN ACCORDANCE WITH AASHTO M 199.
HAVE A MINIMUM 2" CLEARANCE.
REINFORCING BARS SHALL BE EPOXY COATED AND DEFORMED, AND SHALL
#4 DIAGONAL
(TYP.)
SECTION D-D
HOLE (TYP.), SEE
ELEV. B
ELEV. A
ELEV. C
WQ
SPILL ELEV.
WATER QUALITY
100-YEAR OUTLET
D
D
CONCRETE OF OPTIONAL PAD WING WITH WALLS USE
ELEV. A (POND INV.)
ELEV. B (WQCU ELEV)
ELEV. C
SPILL ELEV.
WQ
HOLE DIA.
# OF COLUMNS # OF ROWS
SECTION LINE A-A (ARROWS
A A POINT IN DIRECTION SECTION
OPP. OPPOSITE
CLR. CLEARANCE
ABBREVIATIONS
MINIMUM
MAXIMUM
ON CENTER
DIAMETER
TYPICAL
WIDTH OF CONCRETE OPENING
WIDTH OF PLATE
NUMBER
@ AT
#
Wp
Wo
TYP.
DIA.
O.C.
MAX.
LEGEND
WATER QUALITY (WQ)
WQ WATER QUALITY
D WQ
INV. INVERT
ELEV. ELEVATION
\A1;6"
Ls
Ws
AND PAD (END OF PAD TO MATCH
\A1;6"
CONCRETE DOWEL WITH PAD USE OF
Ls LENGTH OF STRUCTURE
Ws WIDTH OF STRUCTURE
Wo
(FT)
STEEL OR EQUAL)
(NOTE 5)
TRASH RACK
(U.S. FILTER STAINLESS
WELL SCREEN NO. 93
TRASH RACK
STEEL OR EQUAL)
(U.S. FILTER STAINLESS
WELL SCREEN NO. 93
EQUAL)
FILTER STAINLESS
NO. 93 (U.S.
WELL SCREEN
STEEL OR
DETAIL
D-46
INVERT OF PLATE
HOLES TO BE AT
BOTTOM ROW OF
LAST DATE REVISED: 4/7/11
3/8"x6" THREADED BOLT
TO FASTEN GRATE DOWN
GRATE (TYP. OPP. SIDE)
2 1/4" FROM EDGE OF
TO HOLD HINGE IN PLACE,
3/8"x6" BOLTS 12" O.C.
FLOW
TO COVER OPENING
(FASTEN WITH 3/8"x6"
TREADED 1/4" METAL BOLTS) PLATE
TO GRATE, WITH
TO GRATE, WITH
(TYP. OPP. SIDE)
GRATE (TYP. OPP. SIDE)
2 1/4" FROM EDGE OF
TO HOLD HINGE IN PLACE,
3/8"x6" BOLTS 12" O.C.
1/4" PLATE, WELDED
1/4" PLATE, WELDED
STORMWATER CONSTRUCTION DETAILS
(970) 221-6700
P.O. BOX 580, FORT COLLINS, CO. 80522
CITY OF FORT COLLINS UTILITIES
(FT)
(FT)
(FT)
(IN)
\A1;10' MIN.
SOFT BOTTOM PAN
4926.80
4929.10
4930.10
4932.95
2.30
4.00
4.00
1.00
1-1/2
6
1
ORIFICE PLATE DETAIL
\A1;4" (MIN)
\A1;4" (MIN)
1/2" %%C HOLES FOR 3/8" %%C BOLTS
EMBEDDED 2" INTO WALL
@ 12" OC. MIN.
3/8" THICK
GALVANIZED
STEEL PLATE
0.61' FROM
INVERT
\pxql;PRECAST MANHOLE BASE
SECTION
ECCENTRIC
CONE VARIES
PRECAST CONCRETE GRADE RINGS
MANHOLE
STEPS
\pxql;CAST-IN-PLACE INVERT WITH BENCH SLOPE 2" PER FT.
1'-6" MAX TO STEP
ALTERNATE BASE
SECTION
\pxql;BENCH SLOPE 2" PER FT.
\pxql;USE FORMING RING TO FORM GROOVE FOR MATING TO PRECAST BARREL
\pxql;GROUT OUTSIDE
\pxql;CAST-IN-PLACE CONCRETE BASE
1. PRECAST MANHOLE SECTIONS MUST MEET ASTM C-478.
2. ALL MANHOLE SECTION JOINTS, GRADE RINGS, AND COVERS
SEALED WITH "RUBR'-NEK" ROPE FORM OR EQUAL GASKET.
3. RING AND COVER MUST MEET ASTM A 48.
4. PIPE PENETRATIONS MUST BE SEALED WITH "A-LOK" OR EQUAL
GASKETS.
5. MANHOLE BASES MUST BE PLACED ON MINIMUM 6" BED OF
SCREENED 1 1/2" ROCK OVER UNDISTURBED SUBBASE.
6. MANHOLE STEPS POLY COATED STEEL, 12" WIDTH, SPACED 12"
VERTICALLY O.C..
7. MINIMUM INSIDE MANHOLE DIAMETER SHALL BE AS FOLLOWS:
8. USE FLAT TOP MANHOLES WHEN DEPTH (RIM TO INVERT) IS LESS
THAN 7' FOR 48" I.D. MANHOLES, AND LESS THAN 8' FOR 60" I.D.
NOTES:
SECTIONAL PLAN
\A1;SERVICE WYE
\A1;COMPACTED GRANULAR MATERIAL
\A1;8 IN. PVC SEWER PIPE
{\LPLAN VIEW}
AIRTIGHT PLUG WITH
4IN. X 4 IN. MARKER
TRENCH
4 IN. X 4 IN.
MARKER
\A1;PVC SEWER PIPE
\A1;AIR TIGHT PLUG
UNYIELDING PIPE BEDDING
OF COMPACTED ROCK OR
LEAN CONCRETE
NOTE: WYE CONNECTION
NOT ALLOWED ON VCP
\LCROSS SECTION
SERVICE CLEAN-OUT REQUIREMENTS:
A SERVICE DISCONNECTION VALVE AND CLEAN-OUT
(ELDER VALVE OR EQUAL) SHALL BE INSTALLED AS
NEAR AS PRACTICAL TO CONNECTION WITH BUILDING.
UNYIELDING PIPE BEDDING
OF COMPACTED ROCK
OR LEAN CONCRETE
GRADE 1/4 IN. PER FOOT
TRACER WIRE TAPED
TO TOP OF PIPE
MIN. 4" PVC SEWER PIPE
TRACER WIRE TAPED
TO TOP OF PIPE
SERVICE WYE DETAIL
DRAWN BY: RGF
BOXELDER SANITATION DISTRICT
N.T.S. 10-19-01
TRENCH WIDTH AS
SPECIFIED
IN STANDARDS
3/4"
WASHED
ROCK
1/4 O.D.
OR 4 IN. MIN.
PIPE O.D.
12 IN. MIN.
SEE NOTE SEE NOTE
NOTE:
MINIMUM CLEARANCE
ON EACH SIDE OF PIPE AS FOLLOWS:
{PIPE DIA. CLEARANCE
}8" TO 12" 6"
14" TO 30" 8"
LARGER THAN 30" 12"
DO NOT USE
MECHANICAL
EQUIPMENT
IN THIS ZONE
SEWER MAIN BEDDING DETAIL
DRAWN BY: RGF
BOXELDER SANITATION DISTRICT
N.T.S. 10-26-01
FERNCO CAULDER
COUPLING
CONCRETE
ENCASEME
NT
POTABLE
WATER PIPE
{SANITARY
SEWER PIPE}
CONCRETE
ENCASEMENT
FERNCO CAULDER
COUPLING
OUTER
PIPE
DIA.
DETAILS FOR CROSSING OF A WATER LINE
WHERE SEPARATION CRITERION IS
NOT SATISFIED.
LESS THAN 18 IN.
WATERLINE CROSSING
BOXELDER DRAWN SANITATION BY: RGF DISTRICT
1-25-02 N.T.S.
\A1;6"
\A1;6"
\A1;12"
\A1;10'
\A1;20'
\A1;12"
\A1;6"
{SANITARY
SEWER PIPE}
\A1;6"
VALVE BOX WITH
LID MARKED "SEWER"
4" PVC SDR 35 PIPE
& FITTINGS (TYP.)
FROM BOTTOM OF
BEDDING ZONE TO
TOP OF ELBOW
COMPACTED GRANULAR
MATERIAL
PVC SLIP
COUPLING
CONTINUATION
OF SEWER LINE
4"-45°
ELBOW
4"X4"X4"
45°WYE
4" PVC
PIPE 47"
\A1;FINISHED GRADE
{SERVICE CLEAN-OUT REQUIREMENTS
}
1. SEWER SERVICE CLEAN-OUTS
SHALL BE INSTALLED AS NEAR AS
PRACTICAL TO CONNECTION
WITH THE BUILDING, AND AT A MAXIMUM
SPACING OF 100'. NO SINGLE
BEND GREATER THAN 45°
SHALL BE ALLOWED.
2. CLEAN-OUTS SHALL MEET ALL
REQUIREMENTS OF THE UNIFORM
PLUMBING CODE.
SERVICE CLEAN-OUT DETAIL
DRAWN BY: RGF
BOXELDER SANITATION DISTRICT
N.T.S. 10-26-01
VARIES
BOXELDER SANITATION DISTRICT
N.T.S.
SEWER SERVICE DISCONNECT CLEANOUT DETAIL
DRAWN BY: MTC 1-13-98
LOT
LINE
2' MIN.
5' MAX.
HOUSE OR BUILDING
TRACER WIRE
FINISH GRADE
TO COLLECTOR LINE
TRACER WIRE
\A1;FINISHED GRADE
NOTES:
1. TAPE TRACER WIRE TO SERVICE LINE AND WRAP 1 TO 2 FEET OF WIRE
AROUND CLEANOUT HUB
2. INSTALL CLEANOUT HUB FLUSH W/ FINISH GRADE
"ELDER VALVE, INC." (OR EQUAL)
DISCONNECT UNIT
CLEANOUT ADAPTER HUB
W/ THREADED CLEANOUT PLUG
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.
CAREFULLY COMPACTED
SELECT SOIL
DO NOT USE
IN MECHANICAL THIS ZONE EQUIPMENT
REQD WITH RCP, VCP, CIP & DIP
3/4" WASHED ROCK COMPACTED
REQD WITH PVC, RPM, STL & CMP
12" MIN.
TRENCH BACKFILL
REVISED: 5/6/94
ELCO WATER DISTRICT
DETAIL:
DRAWN: DATE:
1/8 O.D. MIN.
TRENCH BACKFILL
UNDISTURBED SOIL
3/4" WASHED ROCK COMPACTED
PIPE SUBGRADE
PIPE O.D.
CLASS C BEDDING DETAIL RKB 10/91
LIGHTLY COMPACTED
SELECT SOIL
DO NOT USE
6" MIN. IN MECHANICAL THIS ZONE EQUIPMENT
1/6 O.D. MIN.
SPECIFICATION: 02221 REVISED: 5/6/94
ELCO WATER DISTRICT
DETAIL: DRAWN: DATE:
MIN. AREA THRUST
%%UCASE A%%U
MIN. THRUST
%%UCASE B%%U AREA AREA
MIN. THRUST
MIN. THRUST
AREA
%%UCASE C%%U %%UCASE D%%U
TYPICAL THRUST BLOCKS RKB 7/92
AREA MIN. THRUST
BEARING AREAS FOR VARIOUS FITTINGS (FT 2 )
SIZE TEE & PLUG 90%%D BEND 45%%D BEND 22 1/2%%D BEND 11 1/4%%D BEND
NOTE:
1: ALL CONCRETE SHALL BE POURED AGAINST
UNDISTURBED EARTH.
2: THRUST BLOCKS SHALL BE USED FOR ALL
BENDS > 11 1/4 %%D & ALL PLUGS.
3: ALL FITTINGS & PLUGS MUST BE WRAPPED
WITH POLYETHYLENE TO PREVENT CONCRETE
FROM ADHERING TO THE BOLTS OR PIPE.
SPECIFICATION: 02713 & 03300
ELCO WATER DISTRICT
DETAIL:
DRAWN: DATE:
TRACE WIRE TERMINAL BOX DETAIL DLS 10/98
SPECIFICATION 02622
WATER
DROP LID - TOP VIEW
DROP LID - SIDE VIEW
TOP - SIDE VIEW
BOX AND LID DETAIL
NOT TO SCALE
Box installed to grade -
to either rigt or left
of all new fire hydrant
assemblies
\A1;18"
Trace wire, 12-guage
insulated stranded copper
Clean 3/4 inch rock
French drain well
INSTALLATION DETAIL
NOT TO SCALE
Note: Box and lid assembly shall be cast
iron Tyler Slip-Type model 6865 (top only)
or approved equal.
REVISED: 3/06
ELCO WATER DISTRICT
DETAIL:
DRAWN: DATE:
3-PIECE VALVE BOX
GATE VALVE (AWWA C500)
WATER LINE
MECHANICAL JOINT
%%UGATE VALVE DETAIL%%U
BUTTERFLY VALVE
(AWWA C504)
VALVE BOX
WATER LINE
%%UBUTTERFLY VALVE DETAIL%%U
WATER LINE
MECHANICAL JOINT
A A
VALVE DETAIL DLS
NOTE: ALL VALVES OPEN LEFT
MECHANICAL JOINT
VALVE BOX SHALL BE SCREWED
DOWN 6" & BURIED BELOW
GRADE IF INSTALLED IN A
NON-PAVED ROADWAY
TRACER WIRE TAPED
TO TOP OF PIPE
"WATER" CAST IN TOP
OF VALVE BOX COVER
2" OPERATING NUT
OPEN LEFT
4'-0" MIN. 4'-0" MIN.
BACKFILL TO BE HANDPLACED
AND COMPACTED
TOP OF VALVE BOX SHALL
BE SET 1/8"-1/2" BELOW
SURROUNDING ASPHALT
6"
2/00
SPECIFICATION 02641
MANAGER
DATE:
APPROVED:
DATE:
APPROVED:
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
SYSTEMS ENGINEER
ELCO WATER DISTRICT
DETAIL: DRAWN: DATE:
RKB 10/91
WATER MAIN
CORPORATION STOP
BRASS TAPPING SLEEVE
(SUBJECT TO DISTRICT APPROVAL)
BEDDING OF WATERMAIN-
TYPE 'K' COPPER
-ALL FITTINGS TO BE AWWA OR I.P. BY COPPER COMPRESSION
PL
3"
CURB BOX WITH MINNEAPOLIS THREADS
(FUTURE METER PIT LOCATION)
CURB STOP WITH INVERTED KEY
TYPICAL CURB STOP & WATER SERVICE DETAIL
SEE ELCO STANDARD BEDDING DETAIL
\A1;EASMENT
SPECIFICATION 02646
BEDDED IN PEA GRAVEL
6" IN ALL DIRECTIONS
INSTALL 90° FITTING
TAPE OPENING CLOSED
FUTURE METER PIT
4.5' MIN.
(RURAL PLAN)
CURB BOX TO BE REMOVED
AT TIME OF METER PIT
INSTALLATION AND SERVICE
CONNECTION
BARROW DITCH
SEAL ENDS WITH HIGH DENSITY
RUBBER SEAL & STAINLESS
STEEL BANDS
PIPE BELL
1 " MIN
SPECIFICATION: 02224
ELCO WATER DISTRICT
DETAIL:
TYPICAL FIRE HYDRANT INSTALLATION DRAWN: DATE:
5/00
SPECIFICATION 02644
FIRE HYDRANT PIPING, VALVES, ETC. SHALL BE WRAPPED IN
WALLS OR FENCES ALLOWED WITHIN 4 FEET OF FIRE HYDRANT.
NO LANDSCAPING (TREES, SCRUBS, BOULDERS, ETC.), RETAINING
GATE VALVE
RESILIENT SEAT
POLYETHYLENE
8 MIL SHEET OF
MUST REMAIN CLEAR OF
24 INCH MIN.
CONCRETE BLOCK
THRUST BLOCK
12 IN.
POLYETHYLENE.
HYDRANT GRAVEL
6" C-900 PVC PIPE
OBSTRUCTIONS
%%UNOTES
18 IN.
0.1 FT.-0.2 FT.
FLOW-FILL
12 IN. OR BACK OF CURB
EDGE OF SIDEWALK
HYDRANT DRAIN OPENINGS
MINIMUM
30 INCHES
66 INCHES
54 INCHES
MAXIMUM
MINIMUM
TRACE WIRE TERMINAL BOX
THRUST BLOCK
SWIVEL TEE
MAIN ONLY)
(PVC WATER
TRACER WIRE
VALVE BOX
HIGH DENSITY DEVELOPMENT AREAS
BOX INSTALLATION
TRACE WIRE TERMINAL
PLAN VIEW
Fire Hydrant
TRACE WIRE TERMINAL BOX
INSTALLED EITHER RIGHT OR LEFT
OF EACH FIRE HYDRANT ASSEMBLY
HYDRANT: AWWA C502 w/ 1"
OPERATING NUT
SQUARE OPEN RIGHT
OFFSET TO SIDE - SEE PLAN VIEW
PAVEMENT
Color: #5009 Equipment Yellow
Brand: Aervoe Supreme Rust Shield
Approved Paint:
REVISED: 09/09
ADAPTED FROM CITY OF FORT COLLINS STANDARD CONSTRUCTION
SPECIFICATIONS.
REM
MEGALUG
DETACHED (ALTERNATE) WALK
PROPERTY LINE
ELCO WATER DISTRICT
DETAIL:
DRAWN: DATE:
TYPICAL FIRE HYDRANT INSTALLATION 5/00
SPECIFICATION 02644
FIRE HYDRANT PIPING, VALVES, ETC. SHALL BE WRAPPED IN
WALLS OR FENCES ALLOWED WITHIN 4 FEET OF FIRE HYDRANT.
NO LANDSCAPING (TREES, SCRUBS, BOULDERS, ETC.), RETAINING
GATE VALVE
RESILIENT SEAT
POLYETHYLENE
8 MIL SHEET OF
MUST REMAIN CLEAR OF
24 INCH MIN.
CONCRETE BLOCK
THRUST BLOCK
12 IN.
POLYETHYLENE.
HYDRANT GRAVEL
6" C-900 PVC PIPE
OBSTRUCTIONS
%%UNOTES
18 IN.
0.1 FT.-0.2 FT.
FLOW-FILL
12 IN.
HYDRANT DRAIN OPENINGS
66 INCHES
54 INCHES
MAXIMUM
MINIMUM
TRACE WIRE TERMINAL BOX
THRUST BLOCK
SWIVEL TEE
MAIN ONLY)
(PVC WATER
TRACER WIRE
VALVE BOX
BOX INSTALLATION
TRACE WIRE TERMINAL
PLAN VIEW
Fire Hydrant
TRACE WIRE TERMINAL BOX
INSTALLED EITHER RIGHT OR LEFT
OF EACH FIRE HYDRANT ASSEMBLY
HYDRANT: AWWA C502 w/ 1"
OPERATING NUT
SQUARE OPEN RIGHT
OFFSET TO SIDE - SEE PLAN VIEW
ROAD SURFACE
Color: #5009 Equipment Yellow
Brand: Aervoe Supreme Rust Shield
Approved Paint:
REVISED: 09/09
ADAPTED FROM CITY OF FORT COLLINS STANDARD CONSTRUCTION
SPECIFICATIONS.
REM
MEGALUG
\A1;EASEMENT PROPERTY LINE
BORROW DITCH
4.5' MIN. COVER
OR INSULATED
(4'x8'x1/2" BLUEBOARD)
ELCO WATER DISTRICT
DETAIL: DRAWN: DATE:
WATER MAIN LOWERING DETAIL REM 10/03
SPECIFICATION: 02713
RETAINER GLANDS
INSTALL MEG-A-LUG
SEE THRUST BLOCK DETAIL FOR SIZING.
AS APPLICABLE.
SECTION 02615-2.6A OR SECTION 02622-2.2A
ALL D.I.P. PIPE AND FITTINGS SHALL BE WRAPPED
ALL FITTINGS AND JOINTS IN LOWERING AREA
WITH POLYETHYLENE ENCASEMENT.
TO BE RESTRAINED IN ACCORDANCE WITH
GENERAL NOTES:
3.
2.
1.
CROSSING UTILITY
THRUST BLOCK (TYP.)
GRAVITY ANCHOR (TYP.)
8'-0"
(Typ)
18 IN.
MIN.
D 8'-0"
STREET GRADE
WATER MAIN
REALIGNED
(TYP.)
\A1;STEEL CASING
FLOW-FILL-
EXTEND 3'EACH
WAY FROM CENTER
OF WATER MAIN
STANDARD CONSTRUCTION SPECIFICATIONS.
4. DETAIL ADAPTED FROM CITY OF FORT COLLINS
BELOW.
SEAL ENDS OF CASING WITH
HIGH DENSITY RUBBER SEAL
AND STAINLESS STEEL BAND.
ORIGINAL LOCATION
OF WATER MAIN
EXISTING
WATER MAIN
ELCO WATER DISTRICT
DETAIL: TYPICAL THRUST RESTRAINT DRAWN: REM DATE: 8/00
SPECIFICATION: 02713
\A1;Swivel tee \A1;Anchor coupling
\A1;Valve
\A1;Valve
\A1;Concrete thrust block-
See Typical Thrust Blocks Detail
\A1;Water main
NOTE: IN-LINE VALVES DO NOT REQUIRE ANCHOR
COUPLING RESTRAINT
ELCO WATER DISTRICT
DETAIL: DRAWN: DATE:
TRENCH WIDTH TABLE
PVC PIPE DUCTILE IRON PIPE AC PIPE
PIPE
DIAMETER
(inches)
MAXIMUM
TRENCH WIDTH
(inches)
PIPE
DIAMETER
(inches) (inches)
TRENCH WIDTH
MAXIMUM PIPE
DIAMETER
(inches) (inches)
TRENCH WIDTH
MAXIMUM
4 28
6 30
8 32
10 34
12 36
14 38
16 40
18 42
24 46
4 28
6 30
8 32
10 34
12 36
4 28
6 32
8 32
10 36
12 36
14 42
16 42
18 44
24 48
SEE TRENCH WIDTH TABLE BELOW
PIPE
TRENCH DETAIL RKB 10/91
12" MIN.
SPECIFICATION: 02221
MANAGER
DATE:
APPROVED:
DATE:
APPROVED:
ELCO WATER DISTRICT
UTILITY PLAN APPROVAL
SYSTEMS ENGINEER
SHEET SIZE 24x36
40 60
20
20 20
A
RD15
K
RD17
M
RD18
J
RD17
I
RD17
H
RD16
G
RD16
F
RD16
E
RD16
D
RD15
C
RD15
L
RD17
B
RD15
DRAWN BY:
SCALE:
DATE:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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
I BOCK STREET & STOUT STREET
RD17
J MACKINAC STREET & STOUT STREET
RD17
L DUNKEL STREET & MACKINAC STREET
RD17
K SAISON STREET & STOUT STREET
RD17
( IN FEET )
1 inch = ft.
0 Feet
SHEET SIZE 24x36
40 60
20
20 20
A
RD15
K
RD17
M
RD18
J
RD17
I
RD17
H
RD16
G
RD16
F
RD16
E
RD16
D
RD15
C
RD15
L
RD17
B
RD15
R. Van Uffelen
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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
E BOCK STREET & LAGER STREET
RD16
F LAMBIC STREET & LAGER STREET
RD16
H LAMBIC STREET & STOUT STREET
RD16
G LAGER STREET & STOUT STREET
RD16
LEGEND:
5013
PROPOSED CONTOUR 93
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED PAN
EXISTING CONTOUR
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION 33.43
PROPOSED SLOPES
NOTES:
PROPOSED STORM INLET
2.0%%%
EXISTING SPOT ELEVATION (47.45)
PROPOSED LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
PROPOSED RIGHT OF WAY
( IN FEET )
1 inch = ft.
0 Feet
SHEET SIZE 24x36
40 60
20
20 20
A
RD15
K
RD17
M
RD18
J
RD17
I
RD17
H
RD16
G
RD16
F
RD16
E
RD16
D
RD15
C
RD15
L
RD17
B
RD15
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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
( IN FEET )
1 inch = ft.
0 Feet
SHEET SIZE 24x36
40 60
20
20 20
B SAISON STREET & MEXICO WAY
RD15
D MACKINAC STREET & LAGER STREET
RD15
C LAGER STREET & SAISON STREET
RD15
A
RD15
LEGEND:
5013
PROPOSED CONTOUR 93
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED PAN
EXISTING CONTOUR
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION 33.43
PROPOSED SLOPES
NOTES:
PROPOSED STORM INLET
2.0%%%
EXISTING SPOT ELEVATION (47.45)
PROPOSED LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
PROPOSED RIGHT OF WAY
K
RD17
M
RD18
J
RD17
I
RD17
H
RD16
G
RD16
F
RD16
E
RD16
D
RD15
C
RD15
L
RD17
B
RD15
50' BUFFER
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:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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 ( 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
Δ
4920
4925
4930
4935
4940
4945
4950
4920
4925
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:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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 F
SEE SHEET RD13 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:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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
BLOCK 7
LOT 11 LOT 12 LOT 13 LOT 14 LOT 15
LOT 20
LOT 21
LOT 17
LOT 16
SAISON STREET
MACKINAC STREET SEE SHEET RD04
SEE SHEET RD8
ALLEY D
SEE SHEET RD11
ALLEY C
\A1;20' WIDTH
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:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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
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:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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
4935
4940
18+00 19+00 20+00 21+00 22+00 23+00
4920
4925
4930
4935
4940
4920
4925
4930
4935
4940
18+00 19+00 20+00 21+00 22+00 23+00
4925
4930
4935
4940
4945
4925
4930
4935
4940
4945
9+50 10+00 11+00 12+00 13+00
4925
4930
4935
4940
4945
4925
4930
4935
4940
4945
9+50 10+00 11+00 12+00 13+00
4925
4930
4935
4940
4945
4925
4930
4935
4940
4945
9+50 10+00 11+00 12+00 13+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:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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"
MEXICO WAY
LEFT FLOWLINE
HORIZ. SCALE: 1"=50'
VERT. SCALE: 1"=5"
LINE
MATCH
STA
18+00
N
ROTATION: 90%%D
N
ROTATION: 90%%D
MATCH LINE RD08 STA 18+00
MEXICO WAY
CENTERLINE
HORIZ. SCALE: 1"=50'
VERT. SCALE: 1"=5"
MEXICO WAY
RIGHT FLOWLINE
HORIZ. SCALE: 1"=50'
VERT. SCALE: 1"=5"
DUNKEL STREET
LEFT FLOWLINE
HORIZ. SCALE: 1"=50'
VERT. SCALE: 1"=5"
DUNKEL STREET
RIGHT FLOWLINE
HORIZ. SCALE: 1"=50'
VERT. SCALE: 1"=5"
4930
4935
4940
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
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:
R. Van Uffelen
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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
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"
LINE
MATCH
STA
18+00
MATCH LINE RD09 STA 18+00
MEXICO WAY
LEFT FLOWLINE
HORIZ. SCALE: 1"=50'
VERT. SCALE: 1"=5"
MEXICO WAY
RIGHT FLOWLINE
HORIZ. SCALE: 1"=50'
VERT. SCALE: 1"=5"
SEE SHEET RD11
STOUT STREET
SEE SHEET RD03
DUNKEL STREET
SEE SHEET RD09
LAGER STREET
SEE SHEET RD02
\A1;53' ROW
\A1;4.5' WALK
\A1;9' EASEMENT
\A1;9' EASEMENT
∆
∆
\A1;20' WIDTH
\A1;20' WIDTH
4925
4930
4935
4940
4945
4925
4930
4935
4940
4945
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
4925
4930
4935
4940
4945
4925
4930
4935
4940
4945
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00
4925
4930
4935
4940
4945
4925
4930
4935
4940
4945
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00
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:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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
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
LEFT FLOWLINE
HORIZ. SCALE: 1"=50'
VERT. SCALE: 1"=5"
MACKINAC STREET
CENTERLINE
HORIZ. SCALE: 1"=50'
VERT. SCALE: 1"=5"
MACKINAC STREET
RIGHT FLOWLINE
HORIZ. SCALE: 1"=50'
VERT. SCALE: 1"=5"
4935
4940
4945
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50
4925
4930
4935
4940
4945
4925
4930
4935
4940
4945
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50
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:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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
LEFT FLOWLINE
HORIZ. SCALE: 1"=50'
VERT. SCALE: 1"=5"
BOCK STREET
CENTERLINE
HORIZ. SCALE: 1"=50'
VERT. SCALE: 1"=5"
BOCK STREET
RIGHT FLOWLINE
HORIZ. SCALE: 1"=50'
VERT. SCALE: 1"=5"
4940
4945
4925
4930
4935
4940
4945
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00
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:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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
LEFT FLOWLINE
HORIZ. SCALE: 1"=50'
VERT. SCALE: 1"=5"
LAMBIC STREET
CENTERLINE
HORIZ. SCALE: 1"=50'
VERT. SCALE: 1"=5"
LAMBIC STREET
RIGHT FLOWLINE
HORIZ. SCALE: 1"=50'
VERT. SCALE: 1"=5"
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
Δ
∆
Δ
Δ
\A1;20' WIDTH \A1;20' WIDTH
\A1;20' WIDTH
\A1;20' WIDTH
4925
4930
4935
4940
4945
4925
4930
4935
4940
4945
19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 31+50
4925
4930
4935
4940
4945
4925
4930
4935
4940
4945
19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 31+50
4925
4930
4935
4940
4945
4925
4930
4935
4940
4945
19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 31+50
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:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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
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)
LINE
MATCH STA
19+00
MATCH LINE RD03 STA 19+00
STOUT STREET
LEFT FLOWLINE
HORIZ. SCALE: 1"=50'
VERT. SCALE: 1"=5"
STOUT STREET
CENTERLINE
HORIZ. SCALE: 1"=50'
VERT. SCALE: 1"=5"
STOUT STREET
RIGHT FLOWLINE
HORIZ. SCALE: 1"=50'
VERT. SCALE: 1"=5"
4930
4935
4940
4945
4925
4930
4935
4940
4945
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
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:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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
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)
LINE
MATCH STA
19+00
MATCH LINE RD04 STA 19+00
STOUT STREET
LEFT FLOWLINE
HORIZ. SCALE: 1"=50'
VERT. SCALE: 1"=5"
STOUT STREET
CENTERLINE
HORIZ. SCALE: 1"=50'
VERT. SCALE: 1"=5"
STOUT STREET
RIGHT FLOWLINE
HORIZ. SCALE: 1"=50'
VERT. SCALE: 1"=5"
TRACT B
Δ
\A1;9' EASEMENT
\A1;20' WIDTH
4925
4930
4935
4940
4945
4925
4930
4935
4940
4945
18+50 19+00 20+00 21+00 22+00 23+00 24+00 25+00
4925
4930
4935
4940
4945
4925
4930
4935
4940
4945
18+50 19+00 20+00 21+00 22+00 23+00 24+00 25+00
4925
4930
4935
4940
4945
4925
4930
4935
4940
4945
18+50 19+00 20+00 21+00 22+00 23+00 24+00 25+00
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
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"
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
R. Van Uffelen
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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
LINE
MATCH STA
18+50
LAGER STREET
RIGHT FLOWLINE
HORIZ. SCALE: 1"=50'
VERT. SCALE: 1"=5"
LAGER STREET
LEFT FLOWLINE
HORIZ. SCALE: 1"=50'
VERT. SCALE: 1"=5"
4945
4925
4930
4935
4940
4945
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50
4925
4930
4935
4940
4945
4925
4930
4935
4940
4945
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50
4925
4930
4935
4940
4945
4925
4930
4935
4940
4945
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50
RD01
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
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"
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
R. Van Uffelen
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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 RD02 STA 18+50
LINE
MATCH
STA
18+50
LAGER STREET
LEFT FLOWLINE
HORIZ. SCALE: 1"=50'
VERT. SCALE: 1"=5"
LAGER STREET
RIGHT FLOWLINE
HORIZ. SCALE: 1"=50'
VERT. SCALE: 1"=5"
N
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"
UD
X
X X
X X
X X
X X
SDMH SO5
4' DIA FLAT TOP SDMH
STA 20+11.19
N: 1458823.03
E: 3129431.08
SDMH SO4
4' DIA FLAT TOP SDMH
STA 15+54.83
N: 1458366.70
E: 3129425.43
SDMH SO2
4' DIA FLAT TOP SDMH
STA 11+16.26
N: 1457930.39
E: 3129419.20
POND B OUTLET STRUCTURE
OUTLET STRUCTURE
STA 20+98.14
N: 1458851.01
E: 3129344.66
FES SO1
FES
STA 9+96.20
N: 1457822.78
E: 3129472.44
90.84 LF
24" RCP
@ 0.20%
SDMH SO3
4' DIA FLAT TOP SDMH
STA 11+82.55
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:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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
SD03
W 8'' W 8''
SS 10" SS 10" SS 10" SS 10"
SS 10"
SS 10"
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''
UD
UD
UD
UD
UD
INLET B1
RECTANGULAR JUNCTION STRUCTURE NF
STA 10+50.93
N: 1458863.93
E: 3129406.08
INLET B2
RECTANGULAR JUNCTION STRUCTURE NF
STA 11+00.93
N: 1458863.93
E: 3129456.08
FES B
24" FES
STA 10+00.00
N: 1458877.71
E: 3129357.08
SAISON STREET
MEXICO WAY
FES B3
24" FES
STA 11+80.80
N: 1458858.27
E: 3129535.75
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:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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
STORM DRAIN B
PROFILE SCALE:
VERT. 1"=5'
HORIZ. 1"=50'
N
ROTATION: 0%%D
STORM DRAIN SO2
SD02
SD02
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''
UD
UD UD
UD
UD
UD
UD UD
UD
UD
UD
UD
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''
UD
UD
UD
UD
UD
UD
UD UD
UD
UD
UD
UD
UD
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:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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
SD01
UD
UD
UD
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
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''
S
S
S
S
S
S
S
S
S
S
S
S
S
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
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:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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
S
S
S
S
S
S S S S S S
S
S
S S S S S S
S
S
S
S
S
S
S
S
S
UD
UD
UD
X X X X X
X
X X
X
X
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 LOT10 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:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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''
S
S
S
S
S
S
S
S S S S S S S
S
S
S
S
S
S
S
S
S
S
S
S S S S S S S S
S
S
S
S
UD
UD UD UD
UD
UD
X
X X X X
GAS
GAS GAS GAS GAS
16" G 16" G 16" G 16" G 16" G 16" G
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
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:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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''
S S S S S S S
S S S S S S S S S S
S
S
S
S
S
S
S S S S S S S
S
S
S
S
S
S
S
S
S
S
S
S
S S S S S S S S
S
S
S
S
S
S
S
S
S
UD
UD UD
UD
UD
UD UD
UD UD
UD
UD
UD
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
17
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:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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''
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
UD
UD
UD UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
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''
S S S S S S S
S
S S S S
S S S S S S S
S S S S
S
S
S
S
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:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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.
N
ROTATION: 90%%D
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''
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
UD
UD
UD UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD UD
UD
UD
UD
UD
UD
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
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
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:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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.
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S S
S S S
S S S
S S S
S S S
S S S
S S S
X
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:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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''
S
S
S
S
S
S
S
S
S S S S S S S S S S
S
S
S S S S S S
S
S S S S S S S S S
S S S S S S S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
UD
UD UD
UD
UD
UD
UD
UD UD
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 SD02
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 4 LOT 3 LOT 2 LOT 1
LOT LOT 9 LOT 8 LOT 7 LOT 6 LOT 5
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:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8'' W 8''
W 8''
W 8''
W 8''
W 8'' W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
W 8'' W 8'' W 8''
W 8''
W 8'' W 8'' W 8'' W 8''
W 8''
W 8''
W 8''
W 8''
W 8''
S
S
S
S
S
S
S S
S
S
S
S S
S S S
S
S
S
S S S S
S
S
S
S
S S S
S
S
S S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
UD
UD UD UD
UD
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:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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''
S
S S
S
S
S
S
S
S
S
S
S
S S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
UD UD
UD UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD UD
UD
UD
X X X
X X
X X X X X X
X
X
X X
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 SD02
STORM OUTLET
SEE SHEET SD03
STORM DRAIN A
SEE SHEET SD01
MACKINAC STREET
SAISON STREET
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
STORM DRAIN A2
SEE SHEET SD01
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:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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
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.
SS 10"
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 SD03
MEXICO
WAY
\A1;5' SIDEWALK
STORM DRAIN SO2
SEE SHEET SD02
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:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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
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
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
INTERNATIONAL
BLVD.
U4
PLAN
UTILITY
J. Prelog
N. Whitcomb
1"=40'
N
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
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:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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
M
PROPOSED SEWER SERVICE
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED WATER SERVICE/METER
PROPOSED 12" SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
PROPOSED ELECTRIC
W 8"
W 8"
W 12"
PROPOSED WATER LOWERING
PROPOSED MANHOLE
PROPOSED 4" UNDERDRAIN UD
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.
U4
U3
U1
U2
S
S
S
S
S
S
S
S
S
S
M M
M
M
M
M
M
M
M
M
S
S
S
S
UD UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD UD
UD
UD UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
SAN
LAGER STREET
SAISON STREET
ALLEY D
ALLEY G
ALLEY F
SSMH-9
SSMH-8
SSMH 6-4
SSMH-7
SSMH 6-3
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
TRICKLE CHANNEL
SEE DETAIL SHEETS
U3
PLAN
UTILITY
J. Prelog
N. Whitcomb
1"=40'
N
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
MATCHLINE-SEE SHEET U1 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
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:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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
M
PROPOSED SEWER SERVICE
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED WATER SERVICE/METER
PROPOSED 12" SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
PROPOSED ELECTRIC
W 8"
W 8"
W 12"
PROPOSED WATER LOWERING
PROPOSED MANHOLE
PROPOSED 4" UNDERDRAIN UD
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.
U4
U3
U1
U2
M
M M M M M M M
M
M
M M M M M M M M
M M M M M M M
M
M
M
M
M M M M M M M M M M
S
S
S
S
S
S
S
S
S
S
S
S S S S S S S S S S
S
S
S
S
S S S S S S
S
S
S S S S S S S S S
S S S S S S S
S
S
S
S
S
S
M
M
S S S S S S S S
M
M
M
M
M
M
M
M
M
S
S
S
S
S
S
S
S
S
S
S
S
S
S M
M
M
M
M
M
S
S
M
M
UD UD
UD
UD UD
UD
UD
UD
UD
UD
UD UD
UD
UD
FOUND #4 REBAR
FOUND #4 REBAR W/
YELLOW PLASTIC CAP
STAMPED LS23513
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 1
LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2
LOT
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
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
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
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
M
PROPOSED SEWER SERVICE
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED WATER SERVICE/METER
PROPOSED 12" SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT H Y
D
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
PROPOSED ELECTRIC
W 8"
W 8"
W 12"
PROPOSED WATER LOWERING
PROPOSED MANHOLE
PROPOSED 4" UNDERDRAIN UD
CHANGED CHECKED BY:
DATE: BY:
APPROVED
REV REVISION DESCRIPTION BY:
TIMBERVINE
REVIEWED BY:
R. Van Uffelen
DESIGNED BY:
DRAWN BY:
SCALE:
DATE:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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.
U4
U3
U1
U2
S
S
S
S
S
S
S
S
S S S S
S
S
S
S S S S S
S
S
S
S S S S S S
S
S
S S S S S S
S
S
S S S S S S S
S
S
S
S
S
S
S
S
S
S
S
S
M
M
M
M
M
M
M
M
M
M
S S S S S S S S
M
M
M
M
S
S
S
S
M
M
M
M
UD UD
UD
UD UD
UD
UD UD UD UD
FOUND #5 REBAR
TR
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
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 WATER SERVICE/METER
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
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
M
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:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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.
PROPOSED 4" UNDERDRAIN UD
U3
U1
U2
TF=39.48
B
LOT 35
FG=38.50
TF=39.17
B
LOT 36
FG=38.19
TF=38.86
B
LOT 37
FG=37.87
TF=38.54
B
LOT 38
FG=37.56
TF=38.23
B
LOT 39
FG=37.25
TF=37.92
B
LOT 40
FG=36.91
TF=37.58
B
LOT 21
FG=36.60
TF=37.27
LOT 22
FG=36.95
TF=37.62
B
LOT 23
FG=37.12
TF=37.79
B
LOT 24
FG=37.12
TF=37.79
B
LOT 18
FG=37.85
TF=38.52
B
LOT 19
FG=37.50
TF=38.17
B
PROPOSED 30"
HDPE CULVERT
@ 0.50%
PROPOSED 30"
HDPE CULVERT
@ 0.50%
4' BIOSWALE
AND UNDERDRAIN
@ 0.30%
w/ 4:1 SIDE SLOPES
(SEE DETAILS)
4' BIOSWALE
AND UNDERDRAIN
@ 0.30%
w/ 4:1 SIDE SLOPES
(SEE DETAILS)
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
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
G7
PLAN
FHA 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
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 33.42
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.
11.FHA GRADING SHOWN FOR REFERENCE ONLY. LOT SPECIFIC PLOT PLANS TO
BE SUBMITTED TO THE CITY FOR APPROVAL ONCE INDIVIDUAL FOOTPRINTS ARE
DETERMINED.
12.WALLS SHOWN FOR GRADING PURPOSES ONLY, TO BE STRUCTURALLY
DESIGNED BY OTHERS AS NECESSARY.}
NOTES:
PROPOSED STORM INLET
2.0%%%
EXISTING SPOT ELEVATION (47.42)
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:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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 G6
MATCHLINE-SEE SHEET G5
G6 G7
G5
TF=39.89
B
LOT 3
FG=39.53
TF=40.20
B
LOT 4
FG=39.84
TF=40.51
B
TF=40.83
LOT 34
FG=38.81
TF=39.48
B
LOT 15
FG=37.98
TF=38.65
B
LOT 14
FG=37.98
TF=38.65
B
LOT 13
FG=37.67
TF=38.34
B
LOT 12
FG=37.32
TF=37.99
B
LOT 11
FG=37.14
TF=37.81
B
LOT 10
FG=37.80
TF=38.47
A/B
LOT 9
FG=37.72
TF=38.39
B
LOT 8
FG=37.78
TF=38.45
B
LOT 7
FG=38.09
TF=38.76
B
LOT 6
FG=38.37
TF=39.04
B
LOT 5
FG=38.37
TF=39.04
B
LOT 4
FG=38.30
TF=38.97
B
LOT 3
FG=37.99
TF=38.66
B
LOT 2
FG=37.67
TF=38.34
B
LOT 1
FG=37.36
TF=38.03
B
LOT 13
FG=39.81
TF=40.48
A
LOT 14
FG=40.37
TF=41.04
A
LOT 15
FG=40.70
TF=41.37
A
LOT 16
FG=41.01
TF=41.68
A
LOT 17
FG=41.32
TF=41.99
A
LOT 18
FG=41.63
TF=42.30
A
LOT 19
FG=41.80
TF=42.47
A
LOT 20
FG=41.67
TF=42.34
A
LOT 21
FG=41.37
TF=42.04
A
LOT 22
FG=40.91
TF=41.58
A
LOT 23
FG=40.52
TF=41.19
A
LOT 24
FG=40.13
TF=40.80
A
LOT 25
FG=39.72
TF=40.39
A
LOT 26
FG=39.11
TF=39.78
A
LOT 5
FG=37.72
TF=38.39
A
LOT 6
FG=38.26
TF=38.93
A
LOT 7
FG=38.57
TF=39.24
A
LOT 8
FG=38.45
TF=39.12
A
LOT 1
FG=39.65
TF=40.32
A
LOT 2
FG=40.38
TF=41.05
A
LOT 3
FG=40.69
TF=41.36
A
LOT 4
FG=40.43
TF=41.10
A
LOT 1
FG=39.95
TF=40.62
B
LOT 2
FG=40.02
TF=40.69
B
LOT 3
FG=40.02
TF=40.69
B
LOT 7
FG=39.91
TF=40.58
A
LOT 8
FG=40.06
TF=40.73
A
LOT 9
FG=39.39
TF=40.06
A
LOT 10
FG=38.78
TF=39.45
A
LOT 4
FG=38.49
TF=39.16
B LOT 5
FG=38.49
TF=39.16
B
LOT 6
FG=38.30
TF=38.97
B
LOT 11
FG=38.74
TF=39.41
A
LOT 12
FG=38.31
TF=38.98
A
LOT 13
FG=37.83
TF=38.50
A
LOT 14
FG=37.32
TF=37.99
A
LOT 15
FG=36.73
TF=37.40
A
LOT 20
FG=36.39
TF=37.06
B
LOT 21
FG=36.60
TF=37.27
B
LOT 22
FG=36.95
TF=37.62
B
LOT 16
FG=38.10
TF=38.77
B
LOT 17
FG=38.10
TF=38.77
B
LOT 18
FG=37.85
TF=38.52
B
LOT 19
FG=37.50
TF=38.17
LOT 1
FG=41.38
TF=42.05
A
LOT 2
FG=41.93
TF=42.60
A
LOT 3
FG=42.27
TF=42.94
A
LOT 4
FG=42.58
TF=43.25
A
LOT 5
FG=42.73
TF=43.40
A
LOT 6
FG=42.58
TF=43.25
A
LOT 7
FG=42.27
TF=42.94
A
LOT 8
FG=42.05
TF=42.72
A
LOT 9
FG=41.17
TF=41.84
A
LOT 10
FG=41.43
TF=42.10
A
LOT 11
FG=40.99
TF=41.66
A
A
A
A
A
A
LOT 1
LOT 2
LOT 3
LOT 4 LOT 15
LOT 5
PROPOSED
SIDEWALK
CHASE
DEPRESSED
TREELAWN
2' CURB CUT
W/ 2' TRANSITION
END
DEPRESSED
TREELAWN
PROPOSED 15"
RCP CULVERT
@ 0.50%
GRASS SWALE
@ 0.50%
G6
PLAN
FHA 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
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 33.42
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.
11.FHA GRADING SHOWN FOR REFERENCE ONLY. LOT SPECIFIC PLOT PLANS TO
BE SUBMITTED TO THE CITY FOR APPROVAL ONCE INDIVIDUAL FOOTPRINTS ARE
DETERMINED.
12.WALLS SHOWN FOR GRADING PURPOSES ONLY, TO BE STRUCTURALLY
DESIGNED BY OTHERS AS NECESSARY.}
NOTES:
PROPOSED STORM INLET
2.0%%%
EXISTING SPOT ELEVATION (47.42)
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:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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 G5
MATCHLINE-SEE SHEET G7
G6 G7
G5
TF=42.51
B
LOT 11
FG=42.15
TF=42.82
B
LOT 12
FG=42.46
TF=43.13
B
LOT 13
FG=42.72
TF=43.39
B
LOT 14
FG=42.73
TF=43.40
B
LOT 15
FG=42.92
TF=43.59
B
LOT 16
FG=41.92
TF=42.59
B
LOT 17
FG=42.05
TF=42.72
B
LOT 18
FG=41.77
TF=42.44
B
LOT 19
FG=41.46
TF=42.13
B
LOT 20
FG=41.14
TF=41.81
B
LOT 21
FG=40.84
TF=41.51
B
LOT 22
FG=40.77
TF=41.44
B
LOT 23
FG=40.56
TF=41.23
B
LOT 24
FG=39.91
TF=40.58
B
LOT 25
FG=39.59
TF=40.26
B
LOT 26
FG=39.28
TF=39.95
B
LOT 27
FG=39.25
TF=39.92
B
LOT 28
FG=39.34
TF=40.01
A/B
LOT 29
FG=38.93
TF=39.60
A/B
LOT 30
FG=39.04
TF=39.71
B
LOT 31
FG=39.32
TF=39.99
B
LOT 32
FG=39.32
TF=39.99
B
LOT 33
FG=39.24
TF=39.91
B
LOT 34
FG=38.81
TF=39.48
B
LOT 35
FG=38.50
TF=39.17
B
LOT 10
FG=41.43
TF=42.10
A
LOT 11
FG=40.99
TF=41.66
A
LOT 12
FG=40.10
TF=40.77
A
LOT 9
FG=41.50
TF=42.17
A
LOT 10
FG=42.04
TF=42.71
A
LOT 11
FG=42.39
TF=43.06
A
LOT 12
FG=42.69
TF=43.36
A
LOT 13
FG=42.73
TF=43.40
A
LOT 14
FG=42.48
TF=43.15
A
LOT 15
FG=42.10
TF=42.77
A
LOT 16
FG=41.61
TF=42.28
A
LOT 17
FG=41.20
TF=41.87
A
LOT 18
FG=40.61
TF=41.28
A
LOT 1
FG=43.16
TF=43.83
A
LOT 2
FG=43.49
TF=44.16
A
LOT 3
FG=43.18
TF=43.85
A
LOT 4
FG=42.67
TF=43.34
A
LOT 5
FG=42.17
TF=42.84
A
LOT 6
FG=41.88
TF=42.55
A
LOT 7
FG=41.35
TF=42.02
A
LOT 8
FG=40.55
TF=41.22
A
LOT 7
FG=43.06
TF=43.73
A
LOT 8
FG=43.45
TF=44.12
A
LOT 9
FG=43.24
TF=43.91
A
LOT 10
FG=42.78
TF=43.45
A
LOT 11
FG=42.34
TF=43.01
A
LOT 12
FG=41.89
TF=42.56
A
LOT 13
FG=41.19
TF=41.86
A
LOT 14
FG=40.49
TF=41.16
A
LOT 1
FG=42.70
TF=43.37
A
LOT 2
FG=42.92
TF=43.59
A
LOT 3
FG=42.61
TF=43.28
A
LOT 4
FG=42.30
TF=42.97
A
LOT 5
FG=42.02
TF=42.69
A
LOT 6
FG=41.31
TF=41.98
A
PROPOSED 12"
HDPE CULVERT
@ 0.80%
GRASS SWALE
@ 0.60%
PROPOSED 30"
HDPE CULVERT
@ 0.50%
PROPOSED 30"
HDPE CULVERT
@ 0.50%
4' BIOSWALE
AND UNDERDRAIN
@ 0.30%
w/ 4:1 SIDE SLOPES
(SEE DETAILS)
PROPOSED 8"
HDPE CULVERT
GRASS SWALE
@ 0.50%
G5
PLAN
FHA 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
5013
PROPOSED CONTOUR 93
EXISTING STORM SEWER
PROPOSED STORM SEWER
ST
PROPOSED PAN
EXISTING CONTOUR
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION 33.42
PROPOSED SLOPES
PROPOSED STORM INLET
2.0%%%
EXISTING SPOT ELEVATION (47.42)
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:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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 G6
MATCHLINE-SEE SHEET G7
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
G6 G7
G5
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.
11.FHA GRADING SHOWN FOR REFERENCE ONLY. LOT SPECIFIC PLOT PLANS TO BE SUBMITTED TO THE CITY FOR APPROVAL ONCE INDIVIDUAL FOOTPRINTS ARE DETERMINED.
12.WALLS SHOWN FOR GRADING PURPOSES ONLY, TO BE STRUCTURALLY DESIGNED BY OTHERS AS NECESSARY.
}
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
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
G4
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
B
B
B
B
B
PROPOSED
SIDEWALK
CHASE
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
TRICKLE
CHANNEL
(SEE DETAILS)
4' BIOSWALE
AND UNDERDRAIN
@ 0.30%
w/ 4:1 SIDE SLOPES
(SEE DETAILS)
G3
PLAN
OVERLOT 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
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 33.42
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.
11.FHA GRADING SHOWN FOR REFERENCE ONLY. LOT SPECIFIC PLOT PLANS TO
BE SUBMITTED TO THE CITY FOR APPROVAL ONCE INDIVIDUAL FOOTPRINTS ARE
DETERMINED.
12.WALLS SHOWN FOR GRADING PURPOSES ONLY, TO BE STRUCTURALLY
DESIGNED BY OTHERS AS NECESSARY.}
NOTES:
PROPOSED STORM INLET
2.0%%%
EXISTING SPOT ELEVATION (47.42)
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:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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
MEXICO WAY
B B B B B B B B B B
A
A
A
A
A
B B B
B B B
A
A
A
A
A
A
A
A
A
B
B
B
B
B
B
B
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
PROPOSED
SIDEWALK
CHASE
DEPRESSED
TREELAWN
2' CURB CUT
W/ 2' TRANSITION
END
DEPRESSED
TREELAWN
G2
PLAN
OVERLOT 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
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 33.42
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.
11.FHA GRADING SHOWN FOR REFERENCE ONLY. LOT SPECIFIC PLOT PLANS TO
BE SUBMITTED TO THE CITY FOR APPROVAL ONCE INDIVIDUAL FOOTPRINTS ARE
DETERMINED.
12.WALLS SHOWN FOR GRADING PURPOSES ONLY, TO BE STRUCTURALLY
DESIGNED BY OTHERS AS NECESSARY.}
NOTES:
PROPOSED STORM INLET
2.0%%%
EXISTING SPOT ELEVATION (47.42)
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:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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
B
A A A A A A
A
A
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
4' BIOSWALE
AND UNDERDRAIN
@ 0.30%
w/ 4:1 SIDE SLOPES
(SEE DETAILS)
A/B
G1
PLAN
OVERLOT 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
5013
PROPOSED CONTOUR 93
EXISTING STORM SEWER
PROPOSED STORM SEWER
ST
PROPOSED PAN
EXISTING CONTOUR
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION 33.42
PROPOSED SLOPES
PROPOSED STORM INLET
2.0%%%
EXISTING SPOT ELEVATION (47.42)
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:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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.
11.FHA GRADING SHOWN FOR REFERENCE ONLY. LOT SPECIFIC PLOT PLANS TO BE SUBMITTED TO THE CITY FOR APPROVAL ONCE INDIVIDUAL FOOTPRINTS ARE DETERMINED.
12.WALLS SHOWN FOR GRADING PURPOSES ONLY, TO BE STRUCTURALLY DESIGNED BY OTHERS AS NECESSARY.
}
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: AMBER WAVES LLC REC'D 1/29/1993
REC. NO. 20140020475
OWNER: AMBER PARCEL # 8708208005
WAVES LLC
REC. NO. 423677
PARCEL # 8707108004
X X
X
X X
X X X X X X X X
X X X
X
X
X X 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''
UD UD
UD
UD
UD
UD
UD
UD
UD
UD
UD UD
UD
UD UD
UD
UD
UD
UD
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
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 ( 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 $ DETENTION PONDS 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:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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}
{\C2;SANITARY SEWER - LINE 1 TO SSMH10, LINE 5 TO SSMH5-4, LINE 9, LINE 5-1, LINE 6 TO SSMH6-1, LINE 6A STORM DRAIN - A, B, AND STORM OUTLET, EXTERIOR CULVERTS }
{\C2;SANITARY SEWER - LINE 1 SSMH10 TO SSMH14, LINE 5 SSMH5-4 TO SSMH 5-6, LINE 10, LINE 11}
{\C2;SANITARY SEWER - LINE 6 SSMH6-1 TO SSMH6-5, LINE 6-4}
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.
W W W
SS SS
TEMP.
FIRE
HYDRANT
PROPOSED
ROADWAY
\pxql;25' RADIUS CONSTRUCT
SANITARY TO
NEXT MANHOLE
TEMPORARY TURNAROUND
PER LCUASS DETAIL 7-26
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: AMBER WAVES LLC REC'D 1/29/1993
REC. NO. 20140020475
OWNER: AMBER PARCEL # 8708208005
WAVES LLC
REC. NO. 423677
PARCEL # 8707108004
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
( 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:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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.
UNPLATTED
UNPLATTED
DUNKEL STREET
72' ROW
0 25' 50' 100'
SCALE: 1" = 50'
0 25' 50' 100'
SCALE: 1" = 50'
LEGEND
4
TIMBERVINE
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH STREET,
SUITE A
WINDSOR, CO 80550
C 2014. Galloway & Company, Inc. All Rights Reserved
UNPLATTED
LAMBIC STREET
0 25' 50' 100'
SCALE: 1" = 50'
LEGEND
3
TIMBERVINE
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH STREET,
SUITE A
WINDSOR, CO 80550
C 2014. Galloway & Company, Inc. All Rights Reserved
C110 175.36' 378.50' ϮϲΣϯϮΖϰϭΗ EϳϲΣϰϯΖϯϵΗ 173.79'
C109 147.69' 421.50' ϮϬΣϬϰΖϯϯΗ ^ϲϵΣϮϵΖϯϱΗt 146.93'
C108 14.40' 326.50' ϮΣϯϭΖϯϴΗ ^ϲϬΣϰϯΖϬϴΗt 14.40'
C107 50.00' 326.50' ϴΣϰϲΖϮϳΗ ^ϲϲΣϮϮΖϭϬΗt 49.95'
C106 50.00' 326.50' ϴΣϰϲΖϮϳΗ ^ϳϱΣϬϴΖϯϴΗt 49.95'
C105 39.66' 326.50' ϲΣϱϳΖϯϰΗ EϴϲΣϯϭΖϭϯΗ 39.63'
C104 3.61' 8.50' ϮϰΣϭϴΖϱϳΗ ^ϳϳΣϱϬΖϯϮΗt 3.58'
C103 9.74' 8.50' ϲϱΣϰϭΖϬϯΗ ^ϯϮΣϱϬΖϯϮΗt 9.22'
C102 10.96' 8.50' ϳϯΣϱϮΖϭϰΗ ^ϯϲΣϱϲΖϬϳΗ 10.22'
C101 2.39' 8.50' ϭϲΣϬϳΖϰϲΗ ^ϴϭΣϱϲΖϬϳΗ 2.38'
C100 26.05' 273.50' ϱΣϮϳΖϮϯΗ EϴϳΣϭϲΖϭϴΗ 26.04'
C99 74.38' 273.50' ϭϱΣϯϰΖϱϳΗ EϳϲΣϰϱΖϬϴΗ 74.15'
C98 45.38' 273.50' ϵΣϯϬΖϮϭΗ EϲϰΣϭϮΖϮϵΗ 45.32'
C97 17.97' 178.50' ϱΣϰϲΖϬϯΗ EϴϳΣϬϲΖϱϴΗ 17.96'
C96 45.92' 178.50' ϭϰΣϰϰΖϮϬΗ EϳϲΣϱϭΖϰϲΗ 45.79'
C95 34.39' 178.50' ϭϭΣϬϮΖϭϴΗ EϲϯΣϱϴΖϮϳΗ 34.34'
C94 98.28' 178.50' ϯϭΣϯϮΖϰϭΗ EϳϰΣϭϯΖϯϵΗ 97.04'
C93 84.51' 153.50' ϯϭΣϯϮΖϰϭΗ EϳϰΣϭϯΖϯϵΗ 83.45'
C92 26.46' 191.50' ϳΣϱϱΖϬϰΗ EϲϵΣϮϬΖϬϯΗ 26.44'
C91 55.84' 191.50' ϭϲΣϰϮΖϮϲΗ EϴϭΣϯϴΖϰϳΗ 55.64'
C90 1.37' 8.50' ϵΣϭϮΖϱϵΗ ^ϴϱΣϮϯΖϯϭΗt 1.37'
C89 11.98' 8.50' ϴϬΣϰϳΖϬϭΗ ^ϰϬΣϮϯΖϯϭΗt 11.02'
C88 12.65' 8.50' ϴϱΣϭϳΖϯϵΗ ^ϰϮΣϯϴΖϱϬΗ 11.52'
C87 0.70' 8.50' ϰΣϰϮΖϮϭΗ ^ϴϳΣϯϴΖϱϬΗ 0.70'
C86 4.95' 138.50' ϮΣϬϮΖϱϳΗ EϴϴΣϱϴΖϯϮΗ 4.95'
C85 54.57' 138.50' ϮϮΣϯϰΖϯϮΗ EϳϲΣϯϵΖϰϳΗ 54.22'
C196 45.40' 331.00' ϳΣϱϭΖϮϴΗ ^ϲϯΣϬϴΖϱϳΗt 45.36'
L36 ^ϮϮΣϱϱΖϭϵΗ 13.96'
L35 EϯϬΣϰϲΖϰϳΗt 13.96'
L34 ^ϯϵΣϭϱΖϮϲΗ 11.37'
L33 ^ϳϭΣϰϱΖϱϵΗ 43.06'
C195 1.97' 155.00' ϬΣϰϯΖϰϰΗ ^ϰϰΣϬϭΖϱϲΗ 1.97'
C194 20.15' 69.50' ϭϲΣϯϲΖϯϵΗ EϭϯΣϬϵΖϰϭΗ 20.08'
C193
L32 EϰϯΣϰϭΖϯϱΗ 2.92'
L31 ^ϮϱΣϰϱΖϱϬΗt 2.92'
L30 ^ϳϭΣϰϱΖϱϵΗ 8.13'
L29 ^ϳϭΣϰϱΖϱϵΗ 15.03'
L28 ^ϮϭΣϮϳΖϮϭΗt 14.00'
L27 EϮϳΣϮϭΖϬϲΗ 14.07'
L26 EϯϵΣϭϱΖϮϲΗt 20.63'
L25 EϯϵΣϭϱΖϮϲΗt 10.00'
L24 EϱϬΣϰϰΖϯϰΗ 20.00'
L23 ^ϯϵΣϭϱΖϮϲΗ 5.55'
L22 EϱϬΣϰϰΖϯϰΗ 11.00'
L21 ^ϯϵΣϭϱΖϮϲΗ 19.00'
L20 ^ϱϬΣϰϰΖϯϰΗt 11.00'
L19 ^ϳϮΣϰϵΖϬϬΗt 10.99'
L18 EϭϳΣϭϭΖϬϬΗt 19.00'
L17 EϳϮΣϰϵΖϬϬΗ 11.00'
L16 EϭϳΣϭϭΖϬϬΗt 6.79'
L15 EϳϮΣϰϵΖϬϬΗ 20.00'
L14 ^ϭϳΣϭϭΖϬϬΗ 8.00'
L13 ^ϭϳΣϭϭΖϬϬΗ 15.02'
L12 ^ϳϮΣϰϵΖϬϬΗt 5.60'
L11 ^ϱϱΣϱϮΖϬϯΗt 7.02'
L10 ^ϱϱΣϱϮΖϬϯΗt 1.23'
L9 EϲϰΣϮϳΖϭϵΗ 13.69'
L8 EϵϬΣϬϬΖϬϬΗ 10.93'
L7 EϵϬΣϬϬΖϬϬΗt 11.56'
L6 EϵϬΣϬϬΖϬϬΗ 11.56'
L5 ^ϱϴΣϮϳΖϭϵΗt 6.43'
L4 EϵϬΣϬϬΖϬϬΗ 9.71'
L3 ^ϯϰΣϬϳΖϱϳΗ 10.80'
L2 EϬϬΣϬϬΖϬϬΗt 14.45'
L1 EϵϬΣϬϬΖϬϬΗt 9.62'
LINE BEARING DISTANCE
C192 35.21' 20.00' ϭϬϬΣϱϮΖϬϮΗ EϯϰΣϱϵΖϱϴΗ 30.84'
C191 40.43' 370.00' ϲΣϭϱΖϰϭΗ EϴϮΣϭϴΖϬϵΗ 40.41'
C190 30.03' 370.00' ϰΣϯϵΖϬϯΗ EϳϲΣϱϬΖϰϳΗ 30.02'
C189 30.03' 370.00' ϰΣϯϵΖϬϯΗ EϳϮΣϭϭΖϰϰΗ 30.02'
C188 40.39' 370.00' ϲΣϭϱΖϭϳΗ EϲϲΣϰϰΖϯϱΗ 40.37'
C187 27.15' 370.00' ϰΣϭϮΖϭϯΗ EϲϭΣϯϬΖϱϬΗ 27.14'
C186 40.39' 370.00' ϲΣϭϱΖϭϳΗ EϱϲΣϭϳΖϬϱΗ 40.37'
C185 30.03' 370.00' ϰΣϯϵΖϬϯΗ EϱϬΣϰϵΖϱϱΗ 30.02'
C184 30.03' 370.00' ϰΣϯϵΖϬϯΗ EϰϲΣϭϬΖϱϮΗ 30.02'
C183 40.39' 370.00' ϲΣϭϱΖϭϳΗ EϰϬΣϰϯΖϰϮΗ 40.37'
C182 2.02' 370.00' ϬΣϭϴΖϰϱΗ EϯϳΣϮϲΖϰϭΗ 2.02'
C181 36.11' 20.00' ϭϬϯΣϮϳΖϭϱΗ EϴϵΣϬϬΖϱϳΗ 31.40'
C180
C179
C178
C177
C176
C175 15.20' 155.00' ϱΣϯϳΖϭϮΗ ^ϲϴΣϱϳΖϮϯΗ 15.20'
C174 8.02' 5.00' ϵϭΣϱϰΖϯϳΗ ^ϮϬΣϭϭΖϮϵΗ 7.19'
C173 46.00' 147.00' ϭϳΣϱϱΖϰϱΗ ^ϱϱΣϭϲΖϭϴΗ 45.81'
C172 8.02' 5.00' ϵϭΣϱϰΖϯϳΗ EϴϵΣϯϴΖϱϰΗ 7.19'
C171 27.41' 20.00' ϳϴΣϯϭΖϮϭΗ ^ϬϰΣϮϰΖϮϰΗ 25.31'
C84 34.24' 138.50' ϭϰΣϬϵΖϱϴΗ EϰϭΣϭϮΖϱϲΗt 34.16'
C83 92.56' 138.50' ϯϴΣϭϳΖϯϭΗ EϲϳΣϮϲΖϰϬΗt 90.85'
C82 8.24' 138.50' ϯΣϮϰΖϯϰΗ EϴϴΣϭϳΖϰϯΗt 8.24'
C81 0.70' 8.50' ϰΣϰϮΖϮϭΗ ^ϴϳΣϯϴΖϱϬΗt 0.70'
C80 12.65' 8.50' ϴϱΣϭϳΖϯϵΗ ^ϰϮΣϯϴΖϱϬΗt 11.52'
C79 26.06' 191.50' ϳΣϰϳΖϱϭΗ EϯϴΣϬϭΖϱϮΗt 26.04'
C78 50.48' 191.50' ϭϱΣϬϲΖϬϴΗ EϰϵΣϮϴΖϱϮΗt 50.33'
C77 52.75' 191.50' ϭϱΣϰϳΖϬϭΗ EϲϰΣϱϱΖϮϲΗt 52.59'
C76 52.99' 191.50' ϭϱΣϱϭΖϭϳΗ EϴϬΣϰϰΖϯϱΗt 52.82'
C75 4.44' 191.50' ϭΣϭϵΖϰϳΗ EϴϵΣϮϬΖϬϳΗt 4.44'
C74 8.55' 199.00' ϮΣϮϳΖϯϵΗ ^ϴϴΣϰϲΖϭϬΗ 8.55'
C73 40.15' 199.00' ϭϭΣϯϯΖϯϴΗ ^ϴϭΣϰϱΖϯϮΗ 40.08'
C72 16.50' 69.50' ϭϯΣϯϲΖϬϲΗ EϴϮΣϰϲΖϰϲΗt 16.46'
C71 32.35' 69.50' ϮϲΣϯϵΖϱϲΗ ^ϳϳΣϬϱΖϭϰΗt 32.05'
C70 52.30' 69.50' ϰϯΣϬϲΖϰϳΗ ^ϰϮΣϭϭΖϱϮΗt 51.07'
C69 42.05' 69.50' ϯϰΣϯϵΖϰϲΗ ^ϬϯΣϭϴΖϯϲΗt 41.41'
C68 10.92' 199.00' ϯΣϬϴΖϯϴΗ EϭϮΣϮϲΖϱϵΗt 10.92'
C67 37.78' 199.00' ϭϬΣϱϮΖϰϬΗ EϬϱΣϮϲΖϮϬΗt 37.72'
C66 28.65' 199.00' ϴΣϭϰΖϱϵΗ EϬϰΣϬϳΖϮϵΗ 28.63'
C65 20.05' 199.00' ϱΣϰϲΖϭϵΗ EϭϭΣϬϴΖϬϴΗ 20.04'
C64 32.64' 69.50' ϮϲΣϱϰΖϮϵΗ ^ϬϬΣϯϰΖϬϯΗt 32.34'
C63 52.45' 69.50' ϰϯΣϭϰΖϯϲΗ ^ϯϰΣϯϬΖϯϬΗ 51.22'
C62 41.58' 69.50' ϯϰΣϭϲΖϱϳΗ ^ϳϯΣϭϲΖϭϲΗ 40.97'
C61 16.51' 69.50' ϭϯΣϯϲΖϯϯΗ EϴϮΣϰϲΖϱϵΗ 16.47'
C60 36.14' 199.00' ϭϬΣϮϰΖϭϳΗ ^ϴϭΣϭϬΖϱϭΗt 36.09'
C59 12.56' 199.00' ϯΣϯϳΖϬϭΗ ^ϴϴΣϭϭΖϯϬΗt 12.56'
C58 48.70' 199.00' ϭϰΣϬϭΖϭϳΗ EϬϳΣϬϬΖϯϵΗ 48.58'
C57 143.19' 69.50' ϭϭϴΣϬϮΖϯϱΗ EϰϱΣϬϬΖϬϬΗt 119.17'
C56 48.70' 199.00' ϭϰΣϬϭΖϭϳΗ ^ϴϮΣϱϵΖϮϭΗt 48.58'
C55 18.06' 11.50' ϵϬΣϬϬΖϬϬΗ EϰϱΣϬϬΖϬϬΗt 16.26'
C54 17.36' 11.50' ϴϲΣϮϵΖϭϰΗ ^ϰϯΣϭϰΖϯϳΗt 15.76'
C53 217.07' 476.50' ϮϲΣϬϲΖϬϱΗ ^ϳϯΣϮϲΖϭϮΗt 215.20'
C52 48.70' 199.00' ϭϰΣϬϭΖϭϳΗ ^ϲϳΣϮϯΖϰϴΗt 48.58'
C51 148.67' 69.50' ϭϮϮΣϯϯΖϰϮΗ ^ϭϯΣϬϳΖϯϲΗt 121.90'
C50 48.70' 199.00' ϭϰΣϬϭΖϭϳΗ ^ϰϭΣϬϴΖϯϲΗ 48.58'
C49 13.35' 8.50' ϵϬΣϬϬΖϬϬΗ ^ϰϱΣϬϬΖϬϬΗ 12.02'
C48 218.89' 423.50' ϮϵΣϯϲΖϱϬΗ EϳϱΣϭϭΖϯϱΗ 216.46'
C47 14.02' 8.50' ϵϰΣϯϭΖϬϳΗ EϭϯΣϬϳΖϯϲΗ 12.49'
C46 12.08' 8.50' ϴϭΣϮϰΖϰϰΗ EϳϰΣϱϬΖϭϵΗt 11.09'
C45 225.82' 506.50' ϮϱΣϯϮΖϰϭΗ ^ϳϳΣϭϯΖϯϵΗt 223.95'
C44 13.35' 8.50' ϵϬΣϬϬΖϬϬΗ ^ϰϱΣϬϬΖϬϬΗt 12.02'
C43 13.35' 8.50' ϵϬΣϬϬΖϬϬΗ EϰϱΣϬϬΖϬϬΗt 12.02'
C42 13.35' 8.50' ϵϬΣϬϬΖϬϬΗ ^ϰϱΣϬϬΖϬϬΗt 12.02'
C41 13.35' 8.50' ϵϬΣϬϬΖϬϬΗ ^ϰϱΣϬϬΖϬϬΗ 12.02'
C40 13.35' 8.50' ϵϬΣϬϬΖϬϬΗ EϰϱΣϬϬΖϬϬΗ 12.02'
C39 13.82' 9.00' ϴϳΣϱϵΖϯϰΗ EϰϯΣϱϵΖϰϳΗt 12.50'
C38 14.45' 9.00' ϵϮΣϬϬΖϮϲΗ EϰϲΣϬϬΖϭϯΗ 12.95'
C37 13.35' 8.50' ϵϬΣϬϬΖϬϬΗ ^ϰϱΣϬϬΖϬϬΗ 12.02'
C36 202.19' 453.50' ϮϱΣϯϮΖϰϭΗ EϳϳΣϭϯΖϯϵΗ 200.52'
C35 14.63' 8.50' ϵϴΣϯϱΖϭϲΗ EϭϱΣϬϵΖϰϭΗ 12.89'
C34 12.82' 8.50' ϴϲΣϮϰΖϰϰΗ EϳϳΣϮϬΖϭϵΗt 11.64'
C33 174.06' 326.50' ϯϬΣϯϮΖϰϭΗ ^ϳϰΣϰϯΖϯϵΗt 172.01'
C32 13.35' 8.50' ϵϬΣϬϬΖϬϬΗ ^ϰϱΣϬϬΖϬϬΗt 12.02'
C31 13.35' 8.50' ϵϬΣϬϬΖϬϬΗ EϰϱΣϬϬΖϬϬΗt 12.02'
C30 145.81' 273.50' ϯϬΣϯϮΖϰϭΗ ^ϳϰΣϰϯΖϯϵΗt 144.08'
C29 13.88' 8.50' ϵϯΣϯϱΖϭϲΗ ^ϭϮΣϯϵΖϰϭΗt 12.39'
C28 11.94' 8.50' ϴϬΣϮϵΖϯϮΗ ^ϳϰΣϮϮΖϰϯΗ 10.98'
C27 82.30' 191.50' ϮϰΣϯϳΖϮϵΗ EϳϳΣϰϭΖϭϱΗ 81.67'
C26 13.35' 8.50' ϵϬΣϬϬΖϬϬΗ EϰϱΣϬϬΖϬϬΗ 12.02'
C25 13.35' 8.50' ϵϬΣϬϬΖϬϬΗ ^ϰϱΣϬϬΖϬϬΗt 12.02'
C24 13.35' 8.50' ϵϬΣϬϬΖϬϬΗ ^ϰϱΣϬϬΖϬϬΗ 12.02'
C23 59.53' 138.50' ϮϰΣϯϳΖϮϵΗ EϳϳΣϰϭΖϭϱΗ 59.07'
C22 14.76' 8.50' ϵϵΣϯϬΖϮϴΗ EϭϱΣϯϳΖϭϳΗ 12.98'
C21 135.05' 138.50' ϱϱΣϱϮΖϬϯΗ EϲϮΣϬϯΖϱϵΗt 129.76'
C20 186.73' 191.50' ϱϱΣϱϮΖϬϯΗ ^ϲϮΣϬϯΖϱϵΗ 179.42'
C19 48.70' 199.00' ϭϰΣϬϭΖϭϳΗ ^ϴϮΣϱϵΖϮϭΗ 48.58'
C18 143.19' 69.50' ϭϭϴΣϬϮΖϯϱΗ EϰϱΣϬϬΖϬϬΗ 119.17'
C17 48.70' 199.00' ϭϰΣϬϭΖϭϳΗ EϬϳΣϬϬΖϯϵΗt 48.58'
C16 379.07' 360.00' ϲϬΣϭϵΖϱϬΗ EϲϭΣϭϴΖϰϮΗ 361.80'
C15 93.62' 165.00' ϯϮΣϯϬΖϯϯΗ ^ϱϱΣϯϬΖϰϯΗ 92.37'
C14 25.88' 35.00' ϰϮΣϮϭΖϰϰΗ EϭϮΣϱϳΖϬϱΗt 25.29'
C13 31.86' 35.00' ϱϮΣϬϵΖϮϯΗ EϯϰΣϭϴΖϮϴΗ 30.77'
C12 57.74' 35.00' ϵϰΣϯϭΖϬϳΗ EϭϯΣϬϳΖϯϲΗ 51.41'
C11 115.00' 450.00' ϭϰΣϯϴΖϯϮΗ EϲϳΣϰϮΖϮϲΗ 114.69'
C10 117.59' 450.00' ϭϰΣϱϴΖϭϵΗ EϴϮΣϯϬΖϱϭΗ 117.25'
C9 54.98' 35.00' ϵϬΣϬϬΖϬϬΗ ^ϰϱΣϬϬΖϬϬΗ 49.50'
C8 59.16' 200.00' ϭϲΣϱϲΖϱϳΗ ^ϲϰΣϮϬΖϯϭΗt 58.95'
C7 77.60' 480.00' ϵΣϭϱΖϰϲΗ EϲϵΣϬϱΖϭϭΗ 77.51'
C6 136.40' 480.00' ϭϲΣϭϲΖϱϲΗ EϴϭΣϱϭΖϯϮΗ 135.95'
C5 214.00' 480.00' ϮϱΣϯϮΖϰϭΗ EϳϳΣϭϯΖϯϵΗ 212.24'
C4 159.93' 300.00' ϯϬΣϯϮΖϰϭΗ EϳϰΣϰϯΖϯϵΗ 158.05'
C3 70.91' 165.00' ϮϰΣϯϳΖϮϵΗ EϳϳΣϰϭΖϭϱΗ 70.37'
C2 160.89' 165.00' ϱϱΣϱϮΖϬϯΗ EϲϮΣϬϯΖϱϵΗt 154.59'
C1 54.98' 35.00' ϵϬΣϬϬΖϬϬΗ ^ϰϱΣϬϬΖϬϬΗt 49.50'
CURVE ARC RADIUS DELTA CHORD BEARING CHORD CURVE ARC RADIUS DELTA CHORD BEARING CHORD
LINE BEARING DISTANCE
L37 EϵϬΣϬϬΖϬϬΗt 4.39'
L38 EϵϬΣϬϬΖϬϬΗt 8.93'
50.08' 453.50' ϲΣϭϵΖϯϴΗ ^ϴϲΣϱϬΖϭϭΗt 50.06'
61.43' 453.50' ϳΣϰϱΖϰϮΗ ^ϳϵΣϰϳΖϯϭΗt 61.39'
61.42' 453.50' ϳΣϰϱΖϯϳΗ ^ϳϮΣϬϭΖϱϮΗt 61.38'
29.25' 453.50' ϯΣϰϭΖϰϱΗ ^ϲϲΣϭϴΖϭϭΗt 29.25'
34.24' 378.50' ϱΣϭϭΖϬϭΗ ^ϲϲΣϬϮΖϰϵΗt 34.23'
48.50' 378.50' ϳΣϮϬΖϯϬΗ ^ϳϮΣϭϴΖϯϰΗt 48.47'
48.50' 378.50' ϳΣϮϬΖϯϬΗ ^ϳϵΣϯϵΖϬϰΗt 48.47'
44.11' 378.50' ϲΣϰϬΖϰϬΗ ^ϴϲΣϯϵΖϰϬΗt 44.09'
64.55' 421.50' ϴΣϰϲΖϮϳΗ ^ϳϱΣϬϴΖϯϴΗt 64.49'
64.55' 421.50' ϴΣϰϲΖϮϳΗ ^ϲϲΣϮϮΖϭϬΗt 64.49'
18.59' 421.50' ϮΣϯϭΖϯϴΗ ^ϲϬΣϰϯΖϬϴΗt 18.59'
350.00' ϬΣϬϮΖϯϮΗ ^ϴϳΣϰϱΖϭϴΗt 0.26'
350.00' ϲΣϯϵΖϬϮΗ ^ϴϰΣϮϰΖϯϭΗt 40.60'
9.37' 175.00' ϯΣϬϰΖϬϵΗ EϰϬΣϰϳΖϯϬΗt 9.37'
40.68' 175.00' ϭϯΣϭϵΖϬϮΗ EϰϴΣϱϵΖϬϱΗt 40.58'
16.53' 175.00' ϱΣϮϰΖϰϴΗ EϱϴΣϮϭΖϬϬΗt 16.53'
7.72' 5.00' ϴϴΣϮϰΖϯϬΗ ^ϭϲΣϱϭΖϬϵΗ 6.97'
19.96' 194.00' ϱΣϱϯΖϰϱΗ EϲϱΣϯϱΖϰϳΗt 19.95'
7.57' 5.00' ϴϲΣϰϲΖϰϬΗ EϲϰΣϱϬΖϰϭΗ 6.87'
0.26'
40.63'
E-L62 EϯϵΣϮϯΖϭϬΗt 54.99'
E-L61 EϰϵΣϬϲΖϰϲΗt 19.55'
E-L60 EϱϭΣϭϵΖϭϮΗt 18.01'
E-L59 EϱϯΣϬϭΖϮϳΗt 16.66'
E-L58 EϰϲΣϰϯΖϰϰΗt 10.24'
E-L57 EϯϱΣϰϱΖϰϯΗt 15.45'
E-L56 EϮϲΣϬϭΖϯϭΗt 15.55'
E-L55 EϮϯΣϬϴΖϮϭΗt 11.93'
E-L54 EϬϵΣϭϮΖϬϯΗt 42.97'
E-L53 EϬϲΣϰϯΖϯϱΗt 27.20'
E-L52 EϬϯΣϭϴΖϯϵΗt 24.25'
E-L51 EϭϰΣϱϭΖϮϯΗt 9.02'
E-L50 ^ϯϭΣϮϰΖϱϰΗ 9.51'
E-L49 EϯϱΣϮϯΖϮϬΗt 2.90'
E-L48 EϮϳΣϬϵΖϮϭΗt 4.48'
E-L47 EϮϱΣϮϲΖϰϳΗt 5.42'
E-L47 ^ϮϳΣϬϵΖϮϭΗ 4.48'
E-L46 EϮϳΣϯϬΖϯϬΗt 49.60'
E-L45 EϯϮΣϯϬΖϱϬΗt 45.18'
E-L44 EϯϵΣϮϯΖϰϬΗt 37.46'
E-L43 EϰϰΣϯϭΖϮϳΗt 21.44'
E-L42 EϱϬΣϬϵΖϮϬΗt 15.63'
E-L41 EϯϮΣϰϯΖϭϰΗt 31.49'
E-L40 EϯϮΣϱϬΖϭϬΗt 36.10'
E-L39 EϮϱΣϰϵΖϭϲΗt 22.42'
E-L38 EϯϭΣϬϯΖϯϯΗt 66.10'
E-L37 EϰϳΣϮϳΖϱϭΗt 16.75'
E-L36 EϯϱΣϮϱΖϰϲΗt 31.46'
E-L35 EϯϰΣϱϭΖϰϲΗt 43.17'
E-L34 EϯϳΣϭϲΖϰϰΗt 50.17'
E-L33 EϯϴΣϰϳΖϯϯΗt 17.95'
E-L32 EϯϬΣϬϳΖϰϮΗt 23.63'
E-L31 EϯϱΣϰϯΖϬϴΗt 14.49'
E-L30 EϯϰΣϯϲΖϮϵΗt 16.48'
E-L29 EϯϲΣϰϵΖϯϱΗt 16.71'
E-L28 EϯϱΣϭϵΖϯϰΗt 21.02'
E-L27 EϱϮΣϭϯΖϮϴΗt 45.49'
E-L26 EϱϬΣϱϴΖϯϰΗt 36.79'
E-L25 EϱϵΣϬϯΖϯϴΗt 21.05'
E-L24 EϱϲΣϱϴΖϭϰΗt 23.09'
E-L23 EϰϬΣϰϱΖϯϰΗt 15.15'
E-L22 EϯϮΣϮϭΖϯϲΗt 9.79'
E-L21 EϭϵΣϯϲΖϯϱΗt 25.73'
E-L20 EϮϭΣϰϵΖϭϱΗt 25.44'
E-L19 EϮϯΣϬϴΖϯϴΗt 33.89'
E-L18 EϮϴΣϯϴΖϬϮΗt 15.62'
E-L17 EϮϰΣϰϯΖϮϰΗt 10.60'
E-L16 EϯϳΣϭϬΖϰϯΗt 17.42'
E-L15 EϯϲΣϮϯΖϬϰΗt 22.35'
E-L14 EϯϴΣϯϳΖϮϲΗt 50.85'
E-L13 EϯϲΣϭϬΖϰϵΗt 24.68'
E-L12 EϰϬΣϭϱΖϯϭΗt 66.21'
E-L11 EϰϯΣϮϮΖϱϮΗt 10.94'
E-L10 EϯϰΣϭϴΖϬϮΗt 29.41'
E-L9 EϮϰΣϱϰΖϯϮΗt 31.91'
E-L8 EϮϯΣϭϳΖϯϲΗt 31.63'
E-L7 EϭϲΣϰϱΖϱϱΗt 46.24'
E-L6 EϭϲΣϬϭΖϬϭΗt 22.84'
E-L5 EϭϲΣϯϲΖϮϳΗt 46.83'
E-L4 ^ϭϱΣϰϮΖϰϬΗ 60.98'
E-L3 EϭϲΣϭϯΖϬϲΗt 45.20'
E-L2 EϮϯΣϯϯΖϬϯΗt 49.71'
E-L1 EϯϮΣϭϵΖϰϳΗt 7.50'
LINE BEARING DISTANCE LINE BEARING DISTANCE
MACINAC STREET
BOCK STREET
LAMBIC STREET
LAGER STREET
LAGER STREET
SAISON STREET
MEXICO WAY
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
20
21
16
17
18
19
22
23
24
STOUT STREET
0 50' 100' 200'
SCALE: 1" = 100'
TRACT I
TRACT H
TRACT F TRACT G
DUNKEL ST
2
TIMBERVINE
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH STREET,
SUITE A
WINDSOR, CO 80550
C 2014. Galloway & Company, Inc. All Rights Reserved
SHEET 3
SHEET 4
DETAIL SHEET 4
TO BE KNOWN AS TIMBERVINE (THE "DEVELOPMENT"), SUBJECT TO ALL EASEMENTS AND RIGHTS OF WAY NOW OF
RECORD OR EXISTING OR INDICATED ON THIS PLAT. THE RIGHTS AND OBLIGATIONS OF THIS PLAT SHALL RUN WITH
THE LAND.
CERTIFICATE OF DEDICATION:
THE OWNER DOES HEREBY DEDICATE AND CONVEY TO THE CITY OF FORT COLLINS, COLORADO (HEREAFTER "CITY"),
FOR PUBLIC USE, FOREVER, A PERMANENT RIGHT-OF-WAY FOR STREET PURPOSES AND THE "EASEMENTS" AS LAID
OUT AND DESIGNATED ON THIS PLAT, PROVIDED, HOWEVER, THAT (1) ACCEPTANCE BY THE CITY OF THIS
DEDICATION OF EASEMENTS DOES NOT IMPOSE UPON THE CITY A DUTY TO MAINTAIN THE EASEMENTS SO
DEDICATED, AND (2) ACCEPTANCE BY THE CITY OF THIS DEDICATION OF STREETS DOES NOT IMPOSE UPON THE CITY
A DUTY TO MAINTAIN SAID STREETS SO DEDICATED UNTIL SUCH TIME AS THE PROVISIONS OF THE MAINTENANCE
GUARANTEE HAVE BEEN FULLY SATISFIED. THE STREETS DEDICATED ON THIS PLAT ARE THE FEE PROPERTY OF THE
CITY AS PROVIDED IN SECTIONS 31-23-107 C.R.S. THE CITY'S RIGHTS UNDER EASEMENTS, THE RIGHT TO INSTALL,
MAINTAIN AND USE GATES IN ANY FENCES THAT CROSS THE EASEMENT, THE RIGHT TO MARK THE LOCATION OF
THE EASEMENTS WITH SUITABLE MARKERS, AND THE RIGHT TO PERMIT OTHER PUBLIC UTILITIES TO EXERCISE
THESE SAME RIGHTS. OWNER RESERVES THE RIGHT TO USE THE EASEMENTS FOR PURPOSES THAT DO NOT
INTERFERE WITH THE FULL ENJOYMENT OF THE RIGHTS HEREBY GRANTED. THE CITY IS RESPONSIBLE FOR
MAINTENANCE OF ITS OWN IMPROVEMENTS AND FOR REPAIRING ANY DAMAGE CAUSED BY ITS ACTIVITIES IN THE
EASEMENTS, BUT BY ACCEPTANCE OF THIS DEDICATION, THE CITY DOES NOT ACCEPT THE DUTY OF MAINTENANCE
OF THE EASEMENTS, OR OF THE IMPROVEMENTS IN THE EASEMENTS THAT ARE NOT OWNED BY THE CITY. OWNER
WILL MAINTAIN THE SURFACE OF THE EASEMENTS IN A SANITARY CONDITION IN COMPLIANCE WITH ANY
APPLICABLE WEEDS, NUISANCE OTHER LEGAL REQUIREMENTS.
EXCEPT AS EXPRESSLY PERMITTED IN AN APPROVED PLAN OF DEVELOPMENT OR OTHER WRITTEN AGREEMENT
WITH THE CITY, OWNER WILL NOT INSTALL ON THE EASEMENTS, OR PERMIT THE INSTALLATION ON THE
EASEMENTS, OF ANY BUILDING, STRUCTURE, IMPROVEMENT, FENCE, RETAINING WALL, SIDEWALK, TREE OR OTHER
LANDSCAPING (OTHER THAN THE USUAL AND CUSTOMARY GRASSES AND OTHER GROUND COVER). IN THE EVENT
SUCH OBSTACLES ARE INSTALLED IN THE EASEMENTS, THE CITY HAS THE RIGHT TO REQUIRE THE OWNER TO
REMOVE SUCH OBSTACLES FROM THE EASEMENTS, IF OWNER DOES NOT REMOVE SUCH OBSTACLES, THE CITY MAY
REMOVE SUCH OBSTACLES WITHOUT ANY LIABILITY OR OBLIGATION FOR REPAIR AND REPLACEMENT THEREOF,
AND CHARGE THE OWNER THE CITY'S COSTS FOR SUCH REMOVAL. IF THE CITY CHOOSES NOT TO REMOVE THE
OBSTACLES, THE CITY WILL NOT BE LIABLE FOR ANY DAMAGE TO THE OBSTACLES OR ANY OTHER PROPERTY TO
WHICH THEY ARE ATTACHED.
THE RIGHTS GRANTED TO THE CITY BY THIS PLAT INURE TO THE BENEFIT OF THE CITY'S AGENTS, LICENSEES,
PERMITTEES AND ASSIGNS.
OWNER:
SUMMERPARK HOLDINGS LLC, A COLORADO A LIMITED LIABILITY COMPANY
BY: ___________________________________
NAME: GARY HOOVER
TITLE: MANAGER
STATE OF COLORADO)
) ss.
COUNTY OF LARIMER)
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS _____ DAY OF ____________ 2014, BY
GARY HOOVER, AS MANAGER OF SUMMERPARK HOLDINGS LLC, A COLORADO LIMITED LIABILITY COMPANY.
WITNESS MY HAND AND OFFICIAL SEAL.
MY COMMISSION EXPIRES: ___________
___________________________
NOTARY PUBLIC
ϭ͘^/^K& Z/E'^͗^Khd,ϬϬΣϮϰΖϰϭ͟t ^d͕/^dE K&Ϯϲϰϲ͘ϬϬ& d͕>KE'd, ^d>/E K&
THE NORTHWEST QUARTER OF SECTION 8, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M., SAID
LINE BEING MONUMENTED BY A FOUND 2" PIPE WITH A 3 1/4" ALUMINUM CAP, L.S. 20123 AT THE
NORTH 1/4 CORNER AND BY FOUND #6 REBAR WITH AN ALUMINUM CAP, L.S. 17497 AT THE CENTER OF
SECTION 8 AS SHOWN HEREON. ALL BEARINGS ARE GRID BEARINGS OF THE COLORADO STATE PLANE
COORDINATE SYSTEM NORTH ZONE, NORTH AMERICAN DATUM 1983/92. THE DISTANCE UNIT IS THE "US
SURVEY FOOT".
2. HERITAGE TITLE COMPANY COMMITMENT 459-H0380714-081-TMY, DATED JUNE 5, 2014 WAS RELIED
UPON FOR INFORMATION REGARDING EASEMENTS AND ENCUMBRANCES OF RECORD IN THE
PREPARATION OF THIS PLAT. SAID COMMITMENT COVERS MORE PROPERTY THAN INCLUDED IN THIS PLAT.
EASEMENTS IDENTIFIED AS RELATING TO PARCEL 1 IN SAID DOCUMENT HAVE BEEN SHOWN HEREON
UNLESS NOT SPECIFICALLY DEFINED.
3. THE ABOVE DESCRIBED PARCEL CONTAINS A GROSS AREA OF 39.205 ACRES, MORE OR LESS, SUBJECT TO
ALL EASEMENTS AND ENCUMBRANCES OF RECORD.
4. FLOOD INFORMATION: THE SUBJECT PROPERTY IS LOCATED IN UNSHADED ZONE X, THE AREA WITH A
LESS THAN 2% CHANCE OF FLOODING, ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP
COMMUNITY PANEL NO. 08069C0981G, EFFECTIVE DATE 6/17/2008 AND 08069C0983H, EFFECTIVE DATE
4/2/2012.
5. SIGHT DISTANCE EASEMENT - THE SIGHT DISTANCE EASEMENT IS AN EASEMENT REQUIRED BY THE CITY
AT SOME STREET INTERSECTIONS WHERE IT IS NECESSARY TO PROTECT THE LINE OF SIGHT FOR A
MOTORIST NEEDING TO SEE APPROACHING TRAFFIC AND TO REACT SAFELY FOR MERGING THEIR VEHICLE
INTO THE TRAFFIC FLOW. THE FOLLOWING ARE REQUIREMENTS FOR CERTAIN OBJECTS THAT MAY
OCCUPY A SIGHT DISTANCE EASEMENT FOR LEVEL GRADE.
1) STRUCTURES AND LANDSCAPING WITHIN THE EASEMENT SHALL NOT EXCEED 24 INCHES IN
HEIGHT WITH THE FOLLOWING EXCEPTIONS:
2) FENCES UP TO 42 INCHES IN HEIGHT MAY BE ALLOWED AS LONG AS THEY DO NOT OBSTRUCT THE
LINE OF SIGHT FOR MOTORISTS.
3) DECIDUOUS TREES MAY BE ALLOWED AS LONG AS ALL BRANCHES OF THE TREES ARE TRIMMED
SO THAT NO PORTION THEREOF OR LEAVES THEREON HANG LOWER THAN SIX (6) FEET ABOVE
GROUND, AND THE TREES ARE SPACED SUCH THAT THEY DO NOT OBSTRUCT LINE OF SIGHT FOR
MOTORISTS.
FOR NON-LEVEL AREAS THE REQUIREMENTS SHALL BE MODIFIED TO PROVIDE THE SAME DEGREE OF
VISIBILITY.
6. SETBACKS: BLOCKS 1-7: SETBACKS ARE 15' FROM THE FRONT (STREET FRONTAGE OR TRACT
FRONTAGE), 8' FROM THE REAR OR ALLEY, AND 5' FROM THE SIDES, EXCEPT THAT WHERE A SIDEYARD IS
ALONG A STREET A 10' SETBACK APPLIES TO THAT SIDE. BLOCK 8: SETBACKS ARE 0' FROM THE SIDES, 5'
FROM THE REAR AND 0' FROM THE FRONT.
7. 50' BUFFER ALONG THE EAST SIDE OF THE PROPERTY IS A BUFFER 50' FROM THE TOP OF SLOPE FOR THE
LAKE CANAL.
8. THE VESTING DEED FOR THE SUBJECT PROPERTY (REC. NO. 20060080543), THE DEED FOR THE
ADJACENT COLLINS AIRE MOBILE PARK (REC. NO. 96025645), AND THE ANNEXATION ORDINANCE (REC.
NO. 98041024) HAVE DIFFERENT MATHEMATICAL CALLS THAT DO NOT AGREE WITH THE SECOND CALLS
COMMON TO ALL THE DESCRIPTIONS OF "TO THE CENTERLINE OF THE LAKE CANAL". THE CENTERLINE OF
THE LAKE CANAL DOES NOT APPEAR TO HAVE MOVED SIGNIFICANTLY OVER TIME AND AN OFFSET LINE 35'
WEST OF THE CANAL CENTERLINE WAS MONUMENTED BY KING SURVEYORS IN 2003 AS SHOWN ON THEIR
ALTA SURVEY RECORDED AS REC. NO. 2003007637. SAID 35' OFFSET LINE PARALLELS THE EXISTING
CENTERLINE OF THE DITCH. THE DITCH CENTERLINE WAS HELD AS CONTROLLING.
OWNER & DEVELOPER:
LANDON HOOVER
SUMMERPARK HOLDINGS, LLC
1218 W. ASH ST., SUITE A
WINDSOR, CO 80550
ENGINEER:
ROB VAN UFFELEN
MERRICK & COMPANY
LOVELAND, COLORADO
1635 FOXTRAIL DRIVE, SUITE 218
LOVELAND, CO 80538
PLANNER:
CRAIG RUSSELL
RUSSELL + MILLS STUDIOS
141 S COLLEGE AVE, SUITE 104
FORT COLLINS, CO, 80524
SURVEYOR:
LAINE LANDAU
WILLIAM H. SMITH & ASSOCIATES P.C.
508 W. 66 TH ST.
LOVELAND, CO 80538
TIMBERVINE
LOCATED IN THE NE 1/4 OF SECTION 7, AND THE NW 1/4 OF SECTION 8, T 7 N, R 68 W OF THE 6TH P.M.,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
FINAL PLAT
I, LAINE A. LANDAU, BEING A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF COLORADO,
DO HEREBY CERTIFY THAT THIS PLAT OF TIMBERVINE WAS MADE BY ME OR UNDER MY DIRECT
SUPERVISION AND THAT THE SURVEY WAS PERFORMED IN ACCORDANCE WITH COLORADO STATE LAW
AND IS ACCURATELY REPRESENTED ON THIS PLAT.
DATED THIS DAY OF , 2014.
.
LAINE A. LANDAU
COLORADO PROFESSIONAL LAND SURVEYOR #31159
NOTICE: ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON
ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO
EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN
YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON.
SURVEYOR'S CERTIFICATE:
1
MAINTENANCE GUARANTEE:
THE OWNER WARRANTS AND GUARANTEES TO THE CITY, FOR A PERIOD OF TWO (2) YEARS FROM THE DATE OF
COMPLETION AND FIRST ACCEPTANCE BY THE CITY OF THE IMPROVEMENTS WARRANTED HEREUNDER, THE FULL AND
COMPLETE MAINTENANCE AND REPAIR OF THE IMPROVEMENTS TO BE CONSTRUCTED IN CONNECTION WITH THE
DEVELOPMENT WHICH IS THE SUBJECT OF THIS PLAT. THIS WARRANTY AND GUARANTY IS MADE IN ACCORDANCE WITH
THE CITY LAND USE CODE AN/OR THE TRANSITIONAL LAND USE REGULATIONS, AS APPLICABLE. THIS GUARANTEE APPLIES
TO THE STREETS AND ALL OTHER APPURTENANT STRUCTURES AND AMENITIES LYING WITHIN THE RIGHTS-OF-WAY,
EASEMENTS AND OTHER PUBLIC PROPERTIES, INCLUDING, WITHOUT LIMITATION, ALL CURBING, SIDEWALKS, BIKE PATHS,
DRAINAGE PIPES, CULVERTS, CATCH BASINS, DRAINAGE DITCHES AND LANDSCAPING. ANY MAINTENANCE AND/OR REPAIR
REQUIRED ON UTILITIES SHALL BE COORDINATED WITH THE OWNING UTILITY COMPANY OR DEPARTMENT.
THE OWNER SHALL MAINTAIN SAID IMPROVEMENTS IN A MANNER THAT WILL ASSURE COMPLIANCE ON A CONSISTENT
BASIS WITH ALL CONSTRUCTION STANDARDS, SAFETY REQUIREMENTS AND ENVIRONMENTAL PROTECTION
REQUIREMENTS OF THE CITY. THE OWNER SHALL ALSO CORRECT, REPAIR, OR CAUSE TO BE CORRECTED AND REPAIRED ALL
DAMAGES TO SAID IMPROVEMENTS RESULTING FROM DEVELOPMENT-RELATED OR BUILDING-REALTED ACTIVITIES. IN THE
EVENT THE OWNER FAILS TO CORRECT ANY DAMAGES WITHIN THIRTY (30) DAYS AFTER WRITTEN NOTICE THEREOF, THEN
SAID DAMAGES MAY BE CORRECTED BY THE CITY AND ALL COSTS AND CHARGES BILLED TO AND PAID BY THE OWNER. THE
CITY SHALL ALSO HAVE ANY OTHER REMEDIES AVAILABLE TO IT AS AS AUTHORIZED BY LAW. ANY DAMAGES WHICH
OCCURRED PRIOR TO THE END OF SAID TWO (2) YEAR PERIOD AND WHICH ARE UNREPAIRED AT THE TERMINATION OF
SAID PERIOD SHALL REMAIN THE RESPONSIBILITY OF THE OWNER.
REPAIR GUARANTEE:
IN CONSIDERATION OF THE APPROVAL OF THIS FINAL PLAT AND OTHER VALUABLE CONSIDERATION, THE OWNER DOES
HEREBY AGREE TO HOLD THE CITY HARMLESS FOR A FIVE (5) YEAR PERIOD, COMMENCING UPON THE DATE OF
COMPLETION AND FIRST ACCEPTANCE BY THE CITY OF THE IMPROVEMENTS TO BE CONSTRUCTED IN CONNECTION WITH
THE DEVELOPMENT WHICH IS THE SUBJECT OF THIS PLAT, FROM ANY AND ALL CLAIMS, DAMAGES, OR DEMANDS ARISING
ON ACCOUNT OF THE DESIGN AND CONSTRUCTION OF PUBLIC IMPROVEMENTS OF THE PROPERTY SHOWN HEREIN, AND
THE OWNER FURTHERMORE COMMITS TO MAKE NECESSARY REPAIRS TO SAID PUBLIC IMPROVEMENTS, TO INCLUDE
WITHOUT LIMITATION, THE ROADS, STREETS, FILLS EMBANKMENTS, DITCHES, CROSS PANS, SUB-DRAINS, CULVERTS,
WALLS AND BRIDGES WITHIN THE RIGHT-OF-WAY. EASEMENTS AND OTHER PUBLIC PROPERTIES, RESULTING FROM
FAILURES CAUSED BY DESIGN AND/OR CONSTRUCTION DEFECTS. THIS AGREEMENT TO HOLD THE CITY HARMLESS
INCLUDES DEFECT IN MATERIALS AND WORKMANSHIP, AS WELL AS DEFECTS CAUSED BY OR CONSISTING OF SETTLING
TRENCHES, FILL OR EXCAVATIONS.
FURTHER, THE OWNER WARRANTS THAT HE/SG OWNS FEE SIMPLE TITLE TO THE PROPERTY SHOWN HEREON AND AGREES
THAT THE CITY SHALL NOT BE LIABLE TO THE OWNER OR HIS/HER SUCCESSORS IN INTEREST DURING THE WARRANTY
PERIOD, FOR ANY CLAIM OF DAMAGES RESULTING FROM NEGLIGENCE IN EXERCISING ENGINEERING TECHNIQUES AND
DUE CAUTION IN THE CONSTRUCTION OF CROSS DAMS, DRIVES, STRUCTURES OR BUILDINGS, THE CHANGING COURSES OF
STREAMS AND RIVERS, FLOODING FROM NATURAL CREEKS AND RIVERS, AND ANY OTHER MATTER WHATSOEVER ON
PRIVATE PROPERTY. ANY AND ALL MONETARY LIABILITY OCCURRING UNDER THIS PARAGRAPH SHALL BE THE LIABILITY OF
THE OWNER. I FURTHER WARRANT THAT I HAVE THE LEGAL RIGHT TO CONVEY SAID LAND ACCORDING TO THIS PLAT.
NOTICE OF OTHER DOCUMENTS:
ALL PERSONS TAKE NOTICE THAT THE OWNER HAS EXECUTED CERTAIN DOCUMENTS PERTAINING TO THIS DEVELOPMENT
WHICH CREATE CERTAIN RIGHTS AND OBLIGATIONS OF THE DEVELOPMENT, THE OWNER AND/OR SUBSEQUENT OWNERS
OF ALL OR PORTIONS OF THE DEVELOPMENT SITE, MANY OF WHICH OBLIGATIONS CONSTITUTE PROMISES AND
COVENANTS THAT, ALONG WITH THE OBLIGATIONS UNDER THIS PLAT, RUN WITH THE LAND. THE SAID DOCUMENTS MAY
ALSO BE AMENDED FROM TIME TO TIME AND MAY INCLUDE, WITHOUT LIMITATION, THE DEVELOPMENT AGREEMENT,
SITE AND LANDSCAPE COVENANTS, FINAL SITE PLAN, FINAL LANDSCAPE PLANE, AND ARCHITECTURAL ELEVATION, WHICH
DOCUMENTS ARE ON FILE IN THE OFFICE OF THE CLERK OF THE CITY AND SHOULD BE CLOSELY EXAMINED BY ALL PERSONS
INTERESTED IN BUYING ANY PORTION OF THE DEVELOPMENT.
ATTORNEY'S CERTIFICATION:
I HEREBY CERTIFY THAT THIS SUBDIVISION PLAT HAS BEEN DULY EXECUTED AS REQUIRED PURSUANT TO SECTION 2 2
3(C)(3)(a) THROUGH (e) INCLUSIVE OF THE LAND USE CODE OF THE CITY OF FORT COLLINS AND THAT ALL PERSONS
SIGNING THIS SUBDIVISION PLAT ON BEHALF OF A CORPORATION OR OTHER ENTITY ARE DULY AUTHORIZED SIGNATORIES
UNDER THE LAWS OF THE STATE OF COLORADO. THIS CERTIFICATION IS BASED UPON THE RECORDS OF THE CLERK AND
RECORDED OF LARIMER COUNTY, COLORADO AS OF THE DATE OF EXECUTION OF THE PLAT AND OTHER INFORMATION
DISCOVERED BY ME THROUGH REASONABLE INQUIRY AND IS LIMITED AS AUTHORIZED BY SECTION 2 2 3(3)(f) OF THE LAND
USE CODE.
ATTORNEY: ____________________________
G. BRENT COAN, ESQ.
ADDRESS: 103 W. MOUNTAIN AVENUE, SUITE 200
FORT COLLINS, CO 80524
REGISTRATION NO. ______________________
APPROVED AS TO FORM, CITY ENGINEER:
BY THE CITY ENGINEER OF THE CITY OF FORT COLLINS, COLORADO THIS ____ DAY OF ___________________, 2014.
_____________________________________
CITY ENGINEER
PLANNING APPROVAL:
BY THE DIRECTOR OF COMMUNITY PLANNING AND NEIGHBORHOOD SERVICES OF THE CITY OF FORT COLLINS, COLORADO
THIS ____ DAY OF ___________________, 2014.
_____________________________________
DIRECTOR
NOTICE
ALL RESPONSIBILITIES AND COSTS OF OPERATION, MAINTENANCE AND RECONSTRUCTION OF THE PRIVATE STREETS
AND/OR DRIVES LOCATED ON THE PRIVATE PROPERTY THAT IS THE SUBJECT OF THIS PLAT SHALL BE BORNE BY THE
OWNERS OF SAID PROPERTY, EITHER INDIVIDUALLY, OR COLLECTIVELY, THROUGH A PROPERTY OWNER'S ASSOCIATION, IF
APPLICABLE THE CITY OF FORT COLLINS SHALL HAVE NO OBLIGATION OF OPERATION, MAINTENANCE OR
RECONSTRUCTION OF SUCH PRIVATE STREETS AND/OR DRIVES NOR SHALL THE CITY HAVE ANY OBLIGATION TO ACCEPT
SUCH STREETS AND/OR DRIVES AS PUBLIC STREETS OR DRIVES.
14
14
14
287
287
87
25
25
LAND USE BREAKDOWN
SINGLE FAMILY LOTS
TOWNHOME LOTS
TRACTS
RIGHTS OF WAY
NO.
145
22
NA
NA
TOTAL AREA
711,827 SF
59,502 SF
611,958 SF
324,485 SF
AVERAGE AREA
4,909 SF
2,705 SF
NA
NA
LARGEST LOT
8,646 SF
3,315 SF
NA
NA
SMALLEST LOT
2,988 SF
2,226 SF
NA
NA
TRACT
A
B
C
D
E
F
G
H
I
J
K
L
OWNER & MAINTENANCE
TIMBERVINE HOA
TIMBERVINE HOA
TIMBERVINE HOA
TIMBERVINE HOA
TIMBERVINE HOA
TIMBERVINE HOA
TIMBERVINE HOA
TIMBERVINE HOA
TIMBERVINE HOA
TIMBERVINE HOA
TIMBERVINE HOA
TIMBERVINE HOA
PURPOSE
BLANKET EASEMENT FOR PEDESTRIAN ACCESS, DRAINAGE, UTILITIES AND LANDSCAPING
BLANKET EASEMENT FOR PEDESTRIAN ACCESS, DRAINAGE, UTILITIES AND LANDSCAPING
BLANKET EASEMENT FOR PEDESTRIAN ACCESS, DRAINAGE, UTILITIES AND LANDSCAPING
BLANKET EASEMENT FOR PEDESTRIAN ACCESS, DRAINAGE, UTILITIES AND LANDSCAPING
BLANKET EASEMENT FOR PEDESTRIAN ACCESS, DRAINAGE, UTILITIES AND LANDSCAPING
BLANKET EASEMENT FOR PEDESTRIAN ACCESS, DRAINAGE, UTILITIES AND LANDSCAPING
BLANKET EASEMENT FOR ACCESS, DRAINAGE AND UTILITIES
BLANKET EASEMENT FOR PEDESTRIAN ACCESS, DRAINAGE, UTILITIES AND LANDSCAPING
BLANKET EASEMENT FOR ACCESS, DRAINAGE AND UTILITIES
BLANKET EASEMENT FOR DRAINAGE, UTILITIES AND LANDSCAPING
BLANKET EASEMENT FOR ACCESS, DRAINAGE AND UTILITIES
BLANKET EASEMENT FOR PEDESTRIAN ACCESS, DRAINAGE, UTILITIES AND LANDSCAPING
VICINITY MAP
NO TO SCALE
BOXELDER SANITATION DISTRICT EASEMENT USE LANGUAGE
1. THERE SHALL BE NO ERECTION OR CONSTRUCTION OF ANY BUILDING OR
OTHER STRUCTURE, OR ANY PERMANENT OBSTRUCTION, OR DECREASE OR
SUBSTANTIAL INCREASE IN GROUND LEVEL, FROM THE FINISHED ELEVATIONS ON
THIS SET OF PLANS, IN A MANNER THAT WILL INTERFERE WITH USE OF THE
UTILITY EASEMENT OR IMPEDE ACCESS OVER AND ACROSS THE EASEMENT FOR
PURPOSES OF OPERATION, MAINTENANCE OR FUTURE INSTALLATION, REPAIR OR
REPLACEMENT OF AN EXISTING OR FUTURE SANITARY SEWER.
2. LANDSCAPING IN THE AREA OF THE EASEMENT WHERE A SANITARY SEWER IS
INSTALLED SHALL NOT CREATE IMPEDIMENTS TO INGRESS AND EGRESS, NOR
SHALL LANDSCAPING MATERIAL BE INSTALLED OR ANY TREES OR SHRUBS WHOSE
HEIGHT IS GREATER THAN 2_FEET BE PLANTED IN THE EASEMENT AREA THAT
MAY IMPINGE ON THE OVERALL OPERATION AND MAINTENANCE OF THE
INFRASTRUCTURE PLACED IN THE EASEMENT. DRIPLINES OF ALL TREES SHALL NOT
EXTEND OVER THE INSTALLED SANITARY SEWER LINE(S).
3. NO FENCE, WHICH MAY IMPEDE ACCESS TO AND ACROSS THE EASEMENT,
SHALL BE INSTALLED WITHOUT PRIOR APPROVAL FROM BOXELDER SANITATION
DISTRICT. ANY SUCH FENCE, INSTALLED WITH THE BOXELDER SANITATION
DISTRICT'S APPROVAL, MUST HAVE GATES TO ALLOW ACCESS TO AND ACROSS
THE EASEMENT OF BOXELDER SANITATION DISTRICT'S MAINTENANCE VEHICLES,
AND MUST BE PAID FOR BY THE DEVELOPER OR PROPERTY OWNER.
4. BOXELDER SANITATION DISTRICT, WHICH OWNS INFRASTRUCTURE INSTALLED
IN THE UTILITY EASEMENT, HAS THE RIGHT FROM TIME TO TIME TO ENLARGE,
IMPROVE, RECONSTRUCT, RELOCATE AND REPLACE ANY UNDERGROUND UTILITY
LINES, IMPROVEMENTS OR OTHER APPURTENANCES CONSTRUCTED HEREUNDER
WITH ANY OTHER NUMBER OR TYPE OF UNDERGROUND UTILITIES AND
PIPELINES, OR OTHER STRUCTURES EITHER IN THE ORIGINAL LOCATION OR AT
ANY ALTERNATE LOCATION OR LOCATIONS WITHIN SAID UTILITY EASEMENT.
5. BOXELDER SANITATION DISTRICT SHALL HAVE THE RIGHT TO MARK THE
LOCATION OF ITS INFRASTRUCTURE BY SUITABLE MARKERS SET IN OR ON THE
GROUND; PROVIDED THAT PERMANENT MARKERS SHALL BE PLACED IN
LOCATIONS WHICH WILL NOT INTERFERE WITH ANY REASONABLE USE OF SAID
UTILITY EASEMENT.
6. BOXELDER SANITATION DISTRICT SHALL HAVE THE RIGHT TO INSTALL AND
MAINTAIN A GRAVEL ACCESS ROAD WITHIN THE UTILITY EASEMENT FOR USE BY
DISTRICT PERSONNEL, EQUIPMENT AND VEHICLES.
TIMBERVINE
SUMMERPARK
HOLDINGS, LLC.
1218 WEST ASH STREET,
SUITE A
WINDSOR, CO 80550
C 2014. Galloway & Company, Inc. All Rights Reserved
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.
Approved Variances are listed as follows: SIGHT DISTANCE TRIANGLES
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 Final Drainage and Erosion Control Reports for Timbervine dated July 30, 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:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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
JULY, 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 OVERLOT 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:
JULY 30, 2014
PROJECT #:
SPHLV0001.01
Sheet
Of 60 Sheets
NOT FOR CONSTRUCTION
REVIEW SET
07/30/14
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
G5-G7 FHA GRADING PLANS
RD15-RD18 INTERSECTION DETAILS
DT01-DT11 DETAILS
EC01 EROSION CONTROL PLAN
(1-4) PLAT (FOR REFERENCE ONLY)