HomeMy WebLinkAboutREPLAT OF EAST RIDGE - MAJOR AMENDMENT - MJA150005 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSC L
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PARKING
PARKING
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PARKWAY
PARKWAY
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UTILITY
EASEMENT
UTILITY
EASEMENT
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PARKING
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WALK
PARKWAY
PARKWAY
WALK
UTILITY
EASEMENT
UTILITY
EASEMENT
BIKE LANE
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WALK
PARKWAY
PARKWAY
WALK
UTILITY
EASEMENT
UTILITY
EASEMENT
BIKE LANE
BIKE LANE
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UTILITY
EASEMENT
UTILITY
EASEMENT
BACK OF CURB TO
BACK OF CURB
(DRAINAGE TO ONE
SIDE OR THE OTHER
BASED ON GRADING
SEE RD P&P FOR
MORE DETAIL)
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
A. GENERAL NOTES
1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area
Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the
most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort Collins.
2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise.
3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer. Use of these plans
after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of any work shown in these plans.
4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as beneficiary of said
engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins Engineer shall not relieve the engineer
who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City of
Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these
plans.
5. All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specifications current at the
date of approval of the plans by the City of Fort Collins Engineer.
6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Developer to
verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer shall be responsible for
unknown underground utilities.
7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to
have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective
representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all
existing utilities that conflict with the proposed improvements shown on these plans.
8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings
required.
9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify the
design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction.
10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is accomplished in a timely
fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any disruption of any utility
service as well as the utility companies.
11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notification shall be a
minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required prior to
commencement of any work.
12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should be
constructed prior to installation of the water lines and dry utilities.
13. The minimum cover over water lines is 4.5 feet and the maximum cover is 6.0 feet unless otherwise noted in the plans and approved by the Water Utility.
14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is discharged into a storm
sewer, channel, irrigation ditch or any waters of the United States.
15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, Water Quality
Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan.
16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities
shall be the responsibility of the property owner(s).
17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be submitted to and approved
by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of
occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release
of any building permits in excess of those allowed prior to certification per the Development Agreement.
18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether resulting from
groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the City of Fort Collins failure to properly maintain
its water, wastewater, and/or storm drainage facilities in the development.
19. All recommendations of the Preliminary Drainage and Erosion Control Reports for East Ridge dated September 09, 2015 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.
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
EAST VINE DRIVE
TIMBERLINE DRIVE
MATCHLINE-SEE SHEET EX02
LEGEND:
EXISTING TELEPHONE T T T
EXISTING GAS
EXISTING TELEPHONE RISER
EXISTING TREES
NOTES:
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN
APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO
CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR
TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION.
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 THE SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT,
AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORT COLLINS STREET DEPARTMENT ACCEPTS CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS RECYCLED
AGGREGATE (970) 482-1249.
4. ALL SYMBOLS ARE GRAPHICAL IN NATURE AND ARE NOT TO SCALE.
5. CONTACT THE ALTA SURVEYOR FOR INQUIRIES RELATED TO THE EXISTING SITE SURVEY.
6. CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT.
7. CONTRACTOR SHALL COORDINATE THE REMOVAL AND/OR SALVAGING OF ALL EXISTING TREES WITH THE APPROVED LANDSCAPE PLANS. COORDINATE THE REMOVAL OF ALL OTHER PLANTINGS WITH
THE APPROVED LANDSCAPE PLANS.
8. SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT MAY OCCUR TO ANY ON-SITE, PUBLIC OR PRIVATE FACILITY AS A RESULT OF THE CONSTRUCTION PROCESS. THE CONTRACTOR
SHALL PROTECT TO THE EXTENT POSSIBLE ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO OR WITHIN THE CONSTRUCTION AREA.
10. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE PER THE LATEST CITY STREET REPAIR
STANDARDS.
11. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS THAT IMPACT ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES.
EXISTING SANITARY SEWER
EXISTING WATER
EXISTING FENCE X X X
EXISTING WATER METER
PROPERTY BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
SAN
WTR
EXISTING STORM
GAS
EXISTING OVER-HEAD ELECTRIC E
EXISTING TV TV
5015
5015
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
EXISTING WETLAND
BARE EARTH / FARM LAND BARE EARTH / FARM LAND
MATCHLINE-SEE SHEET EX01
LEGEND:
EXISTING TELEPHONE T T T
EXISTING GAS
EXISTING TELEPHONE RISER
EXISTING TREES
NOTES:
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN
APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO
CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR
TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION.
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 THE SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT,
AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORT COLLINS STREET DEPARTMENT ACCEPTS CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS RECYCLED
AGGREGATE (970) 482-1249.
4. ALL SYMBOLS ARE GRAPHICAL IN NATURE AND ARE NOT TO SCALE.
5. CONTACT THE ALTA SURVEYOR FOR INQUIRIES RELATED TO THE EXISTING SITE SURVEY.
6. CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT.
7. CONTRACTOR SHALL COORDINATE THE REMOVAL AND/OR SALVAGING OF ALL EXISTING TREES WITH THE APPROVED LANDSCAPE PLANS. COORDINATE THE REMOVAL OF ALL OTHER PLANTINGS WITH
THE APPROVED LANDSCAPE PLANS.
8. SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT MAY OCCUR TO ANY ON-SITE, PUBLIC OR PRIVATE FACILITY AS A RESULT OF THE CONSTRUCTION PROCESS. THE CONTRACTOR
SHALL PROTECT TO THE EXTENT POSSIBLE ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO OR WITHIN THE CONSTRUCTION AREA.
10. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE PER THE LATEST CITY STREET REPAIR
STANDARDS.
11. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS THAT IMPACT ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES.
EXISTING SANITARY SEWER
EXISTING WATER
EXISTING FENCE X X X
EXISTING WATER METER
PROPERTY BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
SAN
WTR
EXISTING STORM
GAS
EXISTING OVER-HEAD ELECTRIC E
EXISTING TV TV
5015
5015
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
8''SS
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18''SS 18''SS
18
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8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
18''SS 18''SS
8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
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18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 18''SS 18''SS
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12''W 12''W 12''W
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12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 8''W 8''W 8''W 8''W 8''W 8''W
8''W 8''W 8''W 12''W
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12''W 12''W 12''W 12''W
8''W12''W 8''W 8''W 8''W 8''W 12''W 12''W 12''W 12''W
8''W8''W 8''W 8''W8''W
8''SS 8''SS 8''SS 8''SS
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8''SS 8''SS 8''SS 8''SS 8''SS
18''SS
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8''W 8''W
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8''W 8''W 8
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8''W 8''W 12''W 12''W 12''W
8''W
8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
8''W 8''W 8''W 8''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
118''SS 18''SS
8''SS
8''SS 8''SS 8''SS 8''SS 8''SS
12''SS 12''SS
12''SS 12''SS 12''SS
12''SS 12''SS
12''SS 12''
SS
21''SS 21''SS 21''SS
12''W 12''W
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
21''SS 21''SS 21''SS 21''SS 21''SS 21''SS
12''SS 12''SS 12''SS
2
1''SS 21''SS 21''SS
8''SS8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
21''SS
16''W 16''W
16''W 16''W
16''W
8''
A
A
A
A
A
A
A A
A A
A A
A
A
A
A
A
A A
A
A
A
A
A
A A A
A
A A A A
A A A
A
LOT 1
LOT 2.
LOT 16 LOT 1
LOT 15
LOT 3 LOT 14
LOT 4 LOT 13
LOT 5 LOT 12
LOT 6 LOT 11
LOT 6 LOT 13
LOT 5
LOT 14
LOT 4 LOT 15
LOT 3 LOT 16
LOT 2 LOT 17
LOT 18
LOT 2 LOT 3 LOT 4
LOT 13 LOT 12 LOT 11
LOT 1
LOT 14
LOT 1 LOT 2 LOT 3 LOT 4
TRACT A
BLOCK 7
BLOCK 8
BLOCK 9
BLOCK 10
NAVION LANE
VICOT WAY
YEAGER STREET
BARNSTORMER STREET
BIPLANE STREET
TIMBERLINE
1.03%
1.43%
1.45%
3.03%
A A A A
A A A A
A A A A
A A A
A A A A A
A A A A A
A A A A
A
A
A A A A A
A A A
A A A
A A A A A
A
A
A A A A
A A
A A A A A A
A A A
LOT 4 LOT 5 LOT 6
LOT 11 LOT 10
LOT 7
LOT 9 LOT 8
LOT 4 LOT 5 LOT 6 LOT 7
LOT 2 LOT 3 LOT 4
LOT 7 LOT 6 LOT 5
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5
LOT 29 LOT 28 LOT 27
LOT 31 LOT 30 LOT 25
LOT 7 LOT 8 LOT 9
LOT 24 LOT 23
LOT 6
LOT 26
LOT 10 LOT 11 LOT 12 LOT 13
LOT 1
LOT 8
LOT 14
LOT 19
LOT 22 LOT 21 LOT 20
LOT 18
LOT 17
LOT 2 LOT 3 LOT 4 LOT 1
LOT 2 LOT 3 LOT 4
LOT 5 LOT 6 LOT 7 LOT 9 LOT 10
LOT 1 LOT 8 LOT 11
TRACT P
TRACT Q
BLOCK 9
BLOCK 20
BLOCK 18
BLOCK 19
BARNSTORMER STREET
BIPLANE STREET
MARQUISE STREET
1.39%
1.45%
1.39%
1.39%
2.92%
2.92%
B
A A
A A
A A
A
A
A
A
A
A
A
A A A A
A
A A A A
A
A
A
A
A
B
B
B
B
B
B
B B
B
B
B
B
B
B
B
B
B
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B
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B
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B
B
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A A A A
A
A
A
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A
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A A A
A A
A A
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A A A A
A A
A A A A A A
A A A
A
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A
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A
A
A
A A A
A A
A
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A
A
A
A A A
A A
A
A A
A A A
A
A A A A A A
A A
A A
A A
A A
A A
A A
A
A
A
A
A
A
A
A A
A A
A
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
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B
B
B
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B
B
B
B
B
B
B
B
B B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
LOT 15
LOT 14 LOT 19
LOT 18
LOT 15
LOT 14
LOT 13
LOT 30
LOT 29
LOT 28
LOT 27
LOT 26
LOT 25
LOT 24
LOT 17
LOT 18
LOT 19
LOT 20
LOT 23
LOT 22
LOT 21
LOT 16 LOT 17
LOT 16
TRACT D
TRACT AA
TRACT C
TRACT E
TRACT E
BLOCK 3
BLOCK 3
TRACT B
CRUSADER STREET
ZEPPELIN WAY
TIGERCAT WAY
TIMBERLINE
INTERNATIONAL
BLVD (FUTURE)
A A A
A A A A
A A A A
A A A A
A
B B B B
B B B
B B B B B B
B B
B
B
B
B
B
B
LOT 2 LOT 3 LOT 4
LOT 5 LOT 6 LOT 7
LOT 8 LOT 6 LOT 7
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5
LOT 1
LOT 8
LOT 14 LOT 13 LOT 12 LOT 11 LOT 10
LOT 15 LOT 9 LOT 16 LOT 10
LOT 13 LOT 12 LOT 11
LOT 16 LOT 15 LOT 14 LOT 9
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
TRACT Z
BLOCK 30
BLOCK 32
BLOCK 29
BLOCK 31
BLOCK 33
TRACT Y
CRUSADER STREET
INTERNATIONAL
BLVD (FUTURE)
5.72%
6.67%
9.60%
PROPOSED
WATER
QUALITY
MATCHLINE-SEE SHEET GR07
MATCHLINE-SEE SHEET GR06
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED PAN
EXISTING CONTOUR
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY
COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN
APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE
LOT 1
LOT 2.
LOT 16 LOT 1
LOT 15
LOT 3 LOT 14
LOT 4 LOT 13
LOT 5 LOT 12
LOT 6 LOT 11
LOT 6 LOT 13
LOT 5
LOT 14
LOT 4 LOT 15
LOT 3 LOT 16
LOT 2 LOT 17
LOT 18
LOT 2 LOT 3 LOT 4
LOT 13 LOT 12 LOT 11
LOT 1
LOT 14
LOT 1 LOT 2 LOT 3 LOT 4
BLOCK 8
BLOCK 9
BLOCK 7
BLOCK 10
TRACT A
227.22 LF 8" PVC
N00°00'00"E
232.01 LF 8" PVC
N00°11'22"E
469.52 LF 8" PVC
S89°40'58"E
252.01 LF 12" PVC
N89°40'53"W
227.24 LF 12" PVC
N89°40'53"W
34.88 LF 8" PVC
S45°00'00"W
469.03 LF 12" PVC
S00°15'37"E
434.52 LF 8" PVC
S00°15'37"E
PROJECT BOUNDARY
30' -
53' R.O.W
9' UTIL. EASEMENT
PROPOSED
12" WATERLINE
(TYP.)
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8''W 8''W
8''W 8''W 8''W
18''SS 18''SS 18''SS 18''SS 18''SS
LOT 4 LOT 5 LOT 6
LOT 11 LOT 10
LOT 7
LOT 9 LOT 8
LOT 4 LOT 5 LOT 6 LOT 7
LOT 2 LOT 3 LOT 4
LOT 7 LOT 6 LOT 5
LOT 1 LOT 2
LOT 3 LOT 4
LOT 5
LOT 29 LOT 28 LOT 27
LOT 31 LOT 30 LOT 25
LOT 7 LOT 8 LOT 9
LOT 24 LOT 23
LOT 6
LOT 26
LOT 10 LOT 11 LOT 12 LOT 13
LOT 1
LOT 8
LOT 14
LOT 19
LOT 22 LOT 21 LOT 20
LOT 18
LOT 17
LOT 2 LOT 3 LOT 4
LOT 1 LOT 2 LOT 3
LOT 4 LOT 5 LOT 6 LOT 7 LOT 9 LOT 10
LOT 1 LOT 8 LOT 11
BLOCK 18
BLOCK 19
BLOCK 20 BLOCK 21
BLOCK 9
ACT Q TRACT P
469.52 LF 8" PVC
S89°40'58"E
834.05 LF 12" PVC
S89°40'53"E
66.95 LF 12" PVC
S44°41'58"E
252.00 LF 8" PVC
N00°16'12"E
997.50 LF 8" PVC
N89°40'55"W
469.85 LF 12" PVC
N89°40'53"W
PROJECT BOUNDARY
PROPOSED
12" WATERLINE
(TYP.)
PROPOSED
8" WATERLINE
(TYP.)
PROPOSED
12" WATERLINE
(TYP.)
PROPOSED
8" WATERLINE
(TYP.)
8''SS
18''SS 18''SS
LOT 29
LOT 30
LOT 31
LOT 4
LOT 3
LOT 5
LOT 6
LOT 7
LOT 30
LOT 29
LOT 28
LOT 27
LOT 7
LOT 10
LOT 9
LOT 8
LOT 6
LOT 5
LOT 4
LOT 3
LOT 2
LOT 1
LOT 34
LOT 33
LOT 32
LOT 31
LOT 2
LOT 1
LOT 34
LOT 33
LOT 32
LOT 12
LOT 11
LOT 10
LOT 9
LOT 8
LOT 7
LOT 5 LOT 6
LOT 4
LOT 1
LOT 3
LOT 2
LOT 15
LOT 14
LOT 13
LOT 12
LOT 11
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 1
LOT 8
LOT 9
LOT 10
LOT 6 LOT 11
LOT 7 LOT 10
LOT 7
LOT 4 LOT 5
LOT 11 LOT 10
LOT 6 LOT 7
LOT 9 LOT 8
LOT 2
LOT 3 LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
LOT 16
LOT 15
LOT 2 LOT 3 LOT 4
LOT 6 LOT 5
LOT 7
LOT 1 LOT 2 LOT 3
LOT 4 LOT 5 LOT 6 LOT 7
LOT 19 LOT 18 LOT 17 LOT 16
LOT 22 LOT 21 LOT 20 LOT 15
LOT 14 LOT 13
LOT 1 LOT 8 LOT 9 LOT 10
LOT 8
LOT 11
LOT 12
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6
LOT 9 LOT 8 LOT 7
LOT 11 LOT 10
LOT 12
LOT 3
LOT 2
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 1
LOT 3 LOT 14
LOT 4
LOT 5
LOT 6
LOT 13
LOT 12
LOT 11
LOT 7 LOT 10
LOT 8 LOT 9
LOT 1 LOT 16
LOT 2 LOT 15
LOT 2 LOT 3 LOT 4 LOT 5 LOT 6
LOT 7 LOT 8 LOT 9 LOT 7
LOT 5 LOT 6 LOT 10 LOT 11 LOT 1 LOT 8
LOT 3 LOT 4
LOT 2
LOT 14
LOT 13
LOT 12 LOT 21
LOT 20
LOT 19
LOT 14
LOT 13
LOT 12
LOT 11
LOT 22
LOT 23
LOT 9 LOT 24
LOT 10
LOT 11
LOT 10
LOT 9
LOT 8
LOT 7
LOT 35
LOT 34
LOT 33
LOT 32
LOT 31
LOT 30
LOT 29
LOT 36
LOT 37
LOT 6
LOT 5
LOT 6 LOT 27
LOT 12
LOT 11
LOT 24
LOT 25
LOT 34
LOT 13
LOT 12
LOT 11
LOT 23
LOT 24
LOT 22
LOT 21
LOT 25
LOT 26
LOT 27
LOT 28
LOT 29
LOT 30
LOT 6
LOT 7
LOT 8
LOT 9
LOT 27
LOT 8
LOT 7 LOT 26
LOT 25
LOT 38
LOT 39
LOT 40
LOT 4
LOT 2 LOT 3 LOT 4
LOT 5 LOT 6 LOT 7
LOT 12 LOT 11 LOT 10
LOT 15 LOT 14 LOT 13
LOT 8
LOT 9 LOT 16
LOT 1 LOT 2 LOT 3
LOT 4 LOT 5 LOT 6 LOT 7
LOT 13 LOT 12 LOT 11 LOT 10
LOT 15 LOT 14
LOT 1
LOT 9
LOT 8
LOT 16
LOT 2 LOT 3 LOT 4
LOT 5 LOT 6 LOT 7 LOT 8 LOT 1
LOT 2 LOT 3
LOT 4 LOT 5 LOT 6
LOT 7
LOT 1 LOT 8
LOT 2
LOT 1
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13
LOT 12 LOT 11
LOT 19 LOT 18 LOT 17 LOT 16 LOT 15
LOT 14
LOT 13 LOT 12 LOT 11
LOT 4 LOT 5 LOT 6 LOT 7 LOT 8
LOT 7 LOT 8 LOT 9 LOT 10 LOT 1 LOT 2 LOT 3
LOT 6
LOT 20 LOT 10
LOT 3 LOT 4 LOT 5 LOT 9
LOT 1 LOT 2
LOT 15 LOT 14 LOT 13 LOT 15 LOT 14 LOT 13 LOT 12 LOT 11 LOT 10
LOT 17 LOT 16 LOT 12 LOT 16 LOT 9
LOT 22
LOT 21
LOT 20 LOT 19
LOT 18
LOT 6
LOT 10
LOT 7
LOT 8
LOT 9
BLOCK 24
BLOCK 25
BLOCK 26
BLOCK 27 BLOCK 28
BLOCK 29 BLOCK 30
BLOCK 33
BLOCK 13
BLOCK 14
BLOCK 25 BLOCK 26
BLOCK 27 BLOCK 28
TRACT Y TRACT X TRACT W
LOT 15
LOT 14 LOT 19
LOT 18
LOT 15
LOT 14
LOT 13
LOT 30
LOT 29
LOT 28
LOT 27
LOT 26
LOT 25
LOT 24
LOT 17
LOT 18
LOT 19
LOT 20
LOT 23
LOT 22
LOT 21
LOT 16 LOT 17
LOT 16
BLOCK 3
BLOCK 3
TRACT D
TRACT AA
TRACT C
TRACT E
TRACT E
149.39 LF 8" PVC
N00°51'18"E
PROJECT BOUNDARY
PROJECT BOUNDARY
8''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''SS 8''SS 8''SS
12'
'SS 12''SS 12''SS 12''SS
12''SS 12''SS 12''SS 12''SS 12''SS 12''SS
12''
SS 12''SS 12''SS 12''SS
12''SS 12''SS 12''SS 12''SS 12''SS
12''SS
16''W
16''W 16''W 16''W
16''W 16''W 16''W 16''W
16''W 16''W
16''W
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
LOT 2 LOT 3 LOT 4
LOT 5 LOT 6 LOT 7
LOT 8 LOT 6 LOT 7
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5
LOT 1
LOT 8
LOT 14 LOT 13 LOT 12 LOT 11 LOT 10
LOT 15 LOT 9 LOT 16 LOT 10
LOT 13 LOT 12 LOT 11
LOT 16 LOT 15 LOT 14 LOT 9
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
BLOCK 29 BLOCK 30
BLOCK 31 BLOCK 32
BLOCK 33
BLOCK 29 BLOCK 30
T
TRACT Z
58.24 LF 8" PVC
N09°28'41"W
135.45 LF 8" PVC
N00°17'05"E
899.98 LF 8" PVC
N89°29'01"W
251.99 LF 8" PVC
N00°17'05"E
252.00 LF 12" PVC
S00°17'10"W
286.80 LF 12" PVC
S00°17'10"W
PROJECT BOUNDARY
8''W 8''W 8''W 8''W 8''W 8''W
8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8
''W
18''SS18''SS 18''SS 18''SS 18''SS 18''SS 18''SS
8''W
21''SS 21''SS 21''SS 21''SS 21''SS 21''SS
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12'
21''SS 21''S
S 21''SS 21''SS 21''SS 21''SS 21''SS 21''SS 21''SS 21''SS 21''SS 21'
'SS
12''SS 12''SS 12''SS 12''SS 12''SS 12''SS 12''SS
21''SS 21''SS 21''SS 21''SS 21''SS
8''SS 8''SS 8''
8''SS8''SS 8''SS 8''SS 8''SS 8''SS 8''SS SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
21''SS 21''SS
1
6''W 16''W
16''W
8" TEE w/JR
2 - 8" G.V. (S, E)
N: 17590.36
E: 11687.50
8"6" SWIVEL TEE w/TB
1 - 6" G.V. (N)
& FH ASSEMBLY
N: 17590.13
21''SS 21''SS 21''SS 21''SS 21''SS 21''SS 21''SS 21''SS
21''SS 21''SS 21''SS 21''SS 21''SS 21''SS 21''SS 21
''SS 21''SS 21''SS 21''SS 21''SS 21''SS 21''SS 21''SS 21''SS 21''SS 21''
SS 21''SS 21''SS 21''SS 21''SS 21''SS
42+00 43+00 44+00 45+00
51+00 50+00 49+00 48+00 47+00 46+00
56+00 55+00 54+00 53+00 52+00
MATCHLINE-SEE SHEET UT08
MATCHLINE-SEE SHEET UT10
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED 8" WATER MAIN
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED WATER SERVICE/METER
PROPOSED 12" SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
PROPOSED ELECTRIC
W 8"
PROPOSED 8" SANITARY SEWER SS 8"
SS 12"
PROPOSED WATER LOWERING
PROPOSED MANHOLE
PROPOSED 4" UNDERDRAIN UD
SAN
WTR
GAS
LEGEND:
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF
SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER
PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY
CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION.
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 WATER MAINS SHALL BE 4.5' AND MAXIMUM COVER SHALL BE 5.5' UNLESS OTHERWISE NOTED.
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 ARE NOT TO SCALE AND ARE ONLY GRAPHICALLY REPRESENTED.
7. UTILITY SERVICES SHOWN ARE SCHEMATIC 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, TRACT, EASEMENTS AND OTHER SURVEY INFORMATION.
10. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL STREET CUT LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR.
ALL REPAIRS TO BE PER THE CITY STREET REPAIR STANDARDS.
11. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL
MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
''SS 21''SS 21''SS 21''SS 21''SS 21''SS 21''SS 21''SS 21''SS 21''SS 21''SS 21''SS 21''SS 21''SS 21''SS 21''SS 21''SS 21''SS 21
34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+
21''SS 21''SS 21''SS 21''SS 21''SS 21''SS 21''SS 21''SS 21''SS 21''SS 21''SS
21''SS 21''SS 21''SS 21''SS 21''SS 21''SS 21''SS
26+00 27+00 28+00 29+00
30+00 31+00 32+00 33+00 34+00
21''SS 21''SS
21''SS 21''SS 21''SS 21''SS 21''SS 21''SS 21''SS 21''SS
24''SS 24''
SS 24''SS 24''SS
21''SS 21''SS 21''SS 21''SS
19+00 18+00
20+00 21+00 22+00 23+00
24+00 25+00
26+00
MATCHLINE-SEE THIS SHEET
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED 8" WATER MAIN
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED WATER SERVICE/METER
PROPOSED 12" SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
PROPOSED ELECTRIC
W 8"
PROPOSED 8" SANITARY SEWER SS 8"
SS 12"
PROPOSED WATER LOWERING
PROPOSED MANHOLE
PROPOSED 4" UNDERDRAIN UD
SAN
WTR
GAS
LEGEND:
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF
SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER
PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY
CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION.
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 WATER MAINS SHALL BE 4.5' AND MAXIMUM COVER SHALL BE 5.5' UNLESS OTHERWISE NOTED.
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 ARE NOT TO SCALE AND ARE ONLY GRAPHICALLY REPRESENTED.
7. UTILITY SERVICES SHOWN ARE SCHEMATIC 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.
()
(4949.0)
4949.04
(4946.6)
4946.59
(4946.3)
4946.33
(4946.7)
4946.72
(4946.4)
4946.38
(4946.0)
4946.00
(4946.0)
4945.98
(4946.0)
4945.98
(4946.0)
4945.99
(4947.0)
4946.98
(4946.1)
4946.05
(4947.1)
4947.12
(4947.2)
4947.16
(4947.0)
4947.03
(4947.1)
4947.11
(4947.2)
4947.23
(4947.0)
4946.99
EXISTING
GROUND
PROPOSED
GRADE
EX PR
CityDate Engineer
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
(4947.0)
4946.99
(4947.0)
4947.05
(4946.9)
4946.87
(4946.5)
4946.49
(4946.2)
4946.21
(4945.6)
4945.62
(4945.1)
4945.09
(4944.5)
4944.49
(4943.4)
4943.36
(4942.0)
4942.01
(4941.0)
4941.03
(4940.6)
4940.62
(4940.7)
4940.65
(4940.6)
4940.56
(4940.6)
4940.59
(4940.8)
4940.83
(4941.0)
4941.03
EXISTING
GROUND
PROPOSED
GRADE
EX PR
CityDate Engineer
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
(4941.0)
4941.03
(4941.4)
4941.36
(4941.5)
4941.49
(4941.9)
4941.89
(4942.3)
4942.28
(4943.0)
4943.04
(4943.4)
4943.41
(4944.2)
4944.21
(4945.0)
4944.96
(4945.8)
4945.82
(4946.6)
4946.59
(4947.1)
4947.14
(4948.0)
4947.95
(4948.7)
4948.71
(4949.0)
4949.03
(4949.7)
4949.68
(4950.1)
4950.06
EXISTING
GROUND
PROPOSED
GRADE
EX PR
CityDate Engineer
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
(4950.1)
4950.06
(4950.6)
4950.58
(4951.3)
4951.35
(4951.9)
4951.91
(4952.1)
4952.07
(4952.5)
4952.45
(4952.8)
4952.84
(4953.3)
4953.33
()
()
()
PROPOSED
GRADE
EXISTING
GROUND
EX PR
CityDate Engineer
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
R
STA:
SCALE: H: 1"= V: 1"=
SYKES DRIVE to
CENTERLINE
34+00.00 37+92.30
50 5
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
()
(4949.6)
4949.64
(4949.1)
4949.14
(4948.6)
4948.64
(4948.3)
4948.34
(4948.0)
4948.04
(4947.7)
4947.74
(4947.4)
4947.44
(4947.1)
4947.14
(4946.8)
4946.84
(4946.5)
4946.54
(4946.2)
4946.24
(4945.9)
4945.94
(4945.6)
4945.64
(4945.2)
4945.19
(4944.3)
4944.31
(4944.3)
4944.28
(4943.7)
4943.70
(4943.4)
4943.40
(4943.1)
4943.10
EXISTING
GROUND
PROPOSED
GRADE
EXISTING PROPOSED
CityDate Engineer
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
(4943.1)
4943.10
(4942.8)
4942.80
(4942.5)
4942.52
(4942.5)
4942.52
(4942.8)
4942.80
(4943.1)
4943.10
(4943.4)
4943.40
(4943.7)
4943.70
(4944.0)
4944.00
(4944.3)
4944.30
(4944.6)
4944.60
(4944.9)
4944.90
(4945.2)
4945.20
(4945.4)
4945.38
(4945.2)
4945.18
(4944.9)
4944.88
(4944.6)
4944.58
(4944.3)
4944.28
(4944.0)
4943.98
(4943.7)
4943.68
(4943.4)
4943.38
(4943.0)
4943.01
(4942.2)
4942.24
()
()
PROPOSED
EXISTING GRADE
GROUND
EXISTING PROPOSED
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
()
(4949.6)
4949.64
(4950.1)
4950.14
(4950.6)
4950.59
(4950.5)
4950.50
(4950.0)
4950.00
(4949.5)
4949.50
(4949.0)
4949.00
(4948.5)
4948.50
(4948.4)
4948.35
(4948.7)
4948.68
(4949.0)
4949.05
(4949.4)
4949.42
(4949.8)
4949.79
(4950.2)
4950.16
(4950.5)
4950.53
(4950.9)
4950.90
(4951.3)
4951.26
(4951.6)
4951.63
(4952.0)
4952.00
PROPOSED
GRADE
EXISTING
GROUND
EXISTING PROPOSED
CityDate Engineer
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
(4952.0)
4952.00
(4952.3)
4952.33
(4952.3)
4952.27
(4952.0)
4951.97
(4951.7)
4951.67
(4951.4)
4951.37
(4951.1)
4951.07
(4950.9)
4950.88
(4951.1)
4951.07
(4951.4)
4951.37
(4951.7)
4951.67
(4952.0)
4951.97
(4952.3)
4952.27
(4952.6)
4952.57
(4952.9)
4952.87
(4953.2)
4953.17
(4953.5)
4953.47
(4953.8)
4953.77
(4954.1)
4954.07
(4954.4)
4954.37
(4954.7)
4954.67
(4955.0)
4954.97
()
PROPOSED
GRADE
EXISTING
GROUND
EXISTING PROPOSED
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
()
(4948.2)
4948.25
(4948.8)
4948.75
(4949.2)
4949.23
(4949.1)
4949.14
(4948.4)
4948.41
(4947.6)
4947.62
(4946.7)
4946.69
(4946.3)
4946.29
(4946.6)
4946.59
(4947.4)
4947.44
(4947.9)
4947.85
(4947.9)
4947.92
(4947.6)
4947.65
(4947.3)
4947.35
(4947.0)
4947.05
(4946.7)
4946.75
(4946.4)
4946.45
(4946.2)
4946.16
(4946.2)
4946.16
(4946.4)
4946.45
(4946.7)
4946.75
EXISTING
GRADE
PROPOSED
GRADE
EXISTING PROPOSED
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
(4946.7)
4946.75
(4947.0)
4947.05
(4947.3)
4947.34
(4947.4)
4947.37
(4947.1)
4947.10
(4946.6)
4946.61
(4945.7)
4945.68
(4945.3)
4945.35
(4946.2)
4946.18
(4946.6)
4946.58
(4946.3)
4946.26
(4945.8)
4945.78
(4945.7)
4945.68
(4946.0)
4945.97
(4946.3)
4946.27
(4946.6)
4946.57
(4946.9)
4946.87
EXISTING
GRADE
PROPOSED
GRADE
EXISTING PROPOSED
CityDate Engineer
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
(4946.9)
4946.87
(4947.2)
4947.17
(4947.5)
4947.47
(4947.8)
4947.77
(4948.1)
4948.07
(4948.4)
4948.38
(4948.2)
4948.23
(4947.9)
4947.93
(4947.9)
4947.87
(4948.6)
4948.63
(4949.6)
4949.63
(4950.6)
4950.63
(4951.6)
4951.63
()
()
EXISTING
GRADE
PROPOSED
GRADE
EXISTING PROPOSED
()
(4952.5)
4952.54
(4951.1)
4951.10
(4949.6)
4949.60
(4948.6)
4948.58
(4947.6)
4947.60
(4947.0)
4947.00
()
EXISTING
GRADE
PROPOSED
GRADE
EXISTING PROPOSED
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
()
(4948.5)
4948.49
(4948.3)
4948.28
(4948.1)
4948.10
(4948.0)
4947.98
(4948.6)
4948.55
(4947.1)
4947.09
(4945.3)
4945.34
(4943.3)
4943.33
(4941.2)
4941.19
(4939.6)
4939.59
(4938.6)
4938.56
(4938.0)
4938.02
(4937.8)
4937.77
(4937.5)
4937.48
(4937.9)
4937.89
(4938.0)
4938.02
(4938.2)
4938.22
(4938.6)
4938.63
(4938.9)
4938.91
EXISTING
GRADE
PROPOSED
GRADE
EXISTING PROPOSED
CityDate Engineer
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
(4938.9)
4938.91
(4939.1)
4939.13
(4939.3)
4939.34
(4939.5)
4939.54
(4940.0)
4940.03
(4940.7)
4940.68
(4940.9)
4940.94
(4941.1)
4941.06
(4941.7)
4941.70
(4942.1)
4942.07
(4942.2)
4942.19
(4942.2)
4942.23
(4942.1)
4942.14
(4942.1)
4942.09
(4942.0)
4942.01
(4942.0)
4941.95
(4942.0)
4941.96
()
()
EXISTING
GRADE
PROPOSED
GRADE
EXISTING PROPOSED
CityDate Engineer
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
()
(4949.1)
4949.13
(4949.4)
4949.38
(4950.3)
4950.27
(4950.6)
4950.64
(4950.9)
4950.94
(4951.2)
4951.24
(4951.5)
4951.53
(4951.4)
4951.43
(4950.7)
4950.72
(4949.6)
4949.65
(4950.0)
4950.02
(4951.0)
4950.98
(4951.3)
4951.28
(4951.0)
4951.00
(4950.7)
4950.70
(4950.5)
4950.47
(4950.7)
4950.70
EXISTING PROPOSED
PROPOSED
GRADE
EXISTING
GROUND
CityDate Engineer
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
(4950.7)
4950.70
(4951.0)
4951.00
(4951.3)
4951.30
(4951.6)
4951.60
(4951.9)
4951.90
(4952.2)
4952.20
(4952.5)
4952.50
(4952.8)
4952.80
(4953.1)
4953.10
(4953.4)
4953.43
(4954.0)
4954.03
()
()
EXISTING PROPOSED
PROPOSED
GRADE
EXISTING
GROUND
CityDate Engineer
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
R
STA:
SCALE: H: 1"= V: 1"=
BIPLANE STREET to
CENTERLINE
18+00.00 23+40.09
50 5
()
(4954.5)
4954.51
(4955.1)
4955.11
(4955.7)
4955.70
(4955.8)
4955.75
(4955.0)
4955.02
(4954.8)
4954.75
(4954.4)
4954.36
(4954.1)
4954.08
(4953.8)
4953.80
(4953.5)
4953.52
(4953.2)
4953.23
(4952.6)
4952.64
(4951.7)
4951.67
(4950.7)
4950.67
(4949.7)
4949.67
()
()
EXISTING PROPOSED
PROPOSED
GRADE
EXISTING
GROUND
CityDate Engineer
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.
()
(4949.0)
4949.01
(4949.3)
4949.30
(4949.9)
4949.88
(4949.8)
4949.77
(4949.4)
4949.38
(4949.0)
4948.99
(4948.6)
4948.60
(4948.2)
4948.21
(4947.7)
4947.71
(4947.2)
4947.21
()
EXISTING PROPOSED
PROPOSED
GRADE
EXISTING
GROUND
CityDate Engineer
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
R
STA:
SCALE: H: 1"= V: 1"=
YEAGER STREET to
CENTERLINE
10+00.00 14+75.33
50 5
#
THESE PLANS ARE AN INSTRUMENT OF
()
(4949.2)
4946.96
(4949.6)
4946.46
(4949.9)
4946.15
(4950.2)
4946.34
(4950.6)
4946.64
(4950.7)
4946.94
(4950.7)
4947.24
(4950.8)
4947.54
(4951.0)
4947.84
(4951.0)
4948.26
(4950.9)
4948.56
(4951.0)
4949.44
(4951.2)
4949.88
(4951.5)
4950.07
(4951.8)
4949.88
(4952.0)
4949.80
(4952.0)
4950.15
(4952.0)
4950.58
(4952.4)
4951.00
EXISTING PROPOSED
PROPOSED
GRADE
EXISTING
GROUND
CityDate Engineer
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
(4952.4)
4951.00
(4952.8)
4951.43
(4953.0)
4951.85
(4953.0)
4952.28
(4953.3)
4952.45
(4953.7)
4953.35
(4953.9)
4954.05
(4954.0)
4954.38
(4954.0)
4954.68
(4954.0)
4954.98
(4954.0)
4955.28
(4954.0)
4955.58
()
CityDate Engineer
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
R
STA:
SCALE: H: 1"= V: 1"=
COLEMAN STREET to
CENTERLINE
19+00.00 24+63.93
50 5
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
()
(4952.6)
4952.63
(4952.2)
4952.17
(4952.0)
4951.99
(4952.0)
4951.99
(4952.0)
4951.97
(4951.9)
4951.95
(4951.9)
4951.86
(4951.5)
4951.55
(4951.2)
4951.24
(4951.0)
4951.00
(4950.8)
4950.82
(4950.4)
4950.41
(4950.0)
4950.03
EXISTING PROPOSED
PROPOSED
GRADE
EXISTING
GROUND
CityDate Engineer
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
R
STA:
SCALE: H: 1"= V: 1"=
MARQUISE STREET to
(4950.0)
4950.03
(4949.7)
4949.66
(4949.3)
4949.33
(4949.0)
4948.99
(4948.5)
4948.51
(4948.1)
4948.06
(4947.5)
4947.48
(4947.0)
4947.00
(4945.7)
4945.72
(4943.9)
4943.91
(4942.5)
4942.51
(4941.0)
4940.98
()
EXISTING PROPOSED
PROPOSED
GRADE
EXISTING
GROUND
CityDate Engineer
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
R
STA:
SCALE: H: 1"= V: 1"=
MARQUISE STREET to
CENTERLINE
16+00.00 21.60.95
()
(4949.6)
4949.57
(4949.9)
4949.86
(4950.5)
4950.53
(4950.5)
4950.54
(4950.2)
4950.24
(4949.9)
4949.94
(4949.6)
4949.64
(4949.3)
4949.34
(4949.0)
4949.02
(4948.3)
4948.34
(4947.3)
4947.30
()
()
EXISTING PROPOSED
PROPOSED
GRADE
EXISTING
GROUND
CityDate Engineer
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
R
STA:
SCALE: H: 1"= V: 1"=
NAVION LANE to
CENTERLINE
10+00.00 15+16.79
()
(4949.6)
4949.58
(4949.7)
4949.75
(4950.0)
4950.04
(4950.2)
4950.24
(4950.4)
4950.44
(4950.7)
4950.75
(4951.0)
4951.00
(4951.0)
4951.00
(4951.0)
4951.04
(4951.4)
4951.42
(4951.9)
4951.86
(4952.1)
4952.14
(4952.4)
4952.39
()
()
EXISTING PROPOSED
PROPOSED
GRADE
EXISTING
GROUND
CityDate Engineer
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
R
STA:
()
(4940.3)
4940.27
(4940.6)
4940.60
(4941.4)
4941.41
(4941.8)
4941.79
(4942.1)
4942.09
(4942.4)
4942.39
(4942.7)
4942.68
(4942.7)
4942.71
(4942.4)
4942.43
(4942.2)
4942.17
(4942.3)
4942.25
(4942.6)
4942.55
(4942.9)
4942.85
(4943.2)
4943.15
(4943.5)
4943.45
(4943.8)
4943.75
(4944.1)
4944.05
(4944.4)
4944.35
(4944.7)
4944.70
()
()
EXISTING PROPOSED
PROPOSED
GRADE
EXISTING
GROUND
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
()
(4944.9)
4944.95
(4943.4)
4943.39
(4942.5)
4942.47
(4941.4)
4941.44
(4940.2)
4940.24
(4939.2)
4939.23
()
EXISTING PROPOSED
PROPOSED
GRADE
EXISTING
GROUND
CityDate Engineer
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
R
STA:
SCALE: H: 1"= V: 1"=
COMET STREET A to
CENTERLINE
10+00.00 12+53.00
50 5
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
()
(4937.6)
4937.63
(4938.3)
4938.26
(4939.0)
4938.98
(4939.7)
4939.73
(4940.4)
4940.41
(4941.4)
4941.36
(4942.0)
4942.01
(4942.9)
4942.92
(4943.5)
4943.48
(4944.4)
4944.38
(4944.7)
4944.75
(4945.5)
4945.50
(4946.2)
4946.15
(4946.8)
4946.84
(4947.7)
4947.69
(4948.5)
4948.47
(4949.0)
4949.01
(4949.0)
4949.00
(4950.1)
4950.07
()
()
EXISTING PROPOSED
PROPOSED
GRADE
EXISTING
GROUND
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
()
(4943.1)
4943.07
(4942.0)
4942.00
(4942.0)
4942.00
(4942.1)
4942.11
(4942.3)
4942.30
(4942.5)
4942.48
(4942.7)
4942.67
(4942.9)
4942.86
(4943.0)
4943.02
(4943.0)
4942.97
(4942.7)
4942.73
(4942.5)
4942.49
(4942.3)
4942.27
()
()
EXISTING PROPOSED
PROPOSED
GRADE
EXISTING
GROUND
CityDate Engineer
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
R
STA:
()
(4939.9)
4939.95
(4940.9)
4940.86
(4942.1)
4942.13
(4943.4)
4943.38
(4943.0)
4943.04
(4942.8)
4942.78
(4942.4)
4942.41
(4942.1)
4942.08
(4941.9)
4941.93
(4941.5)
4941.53
(4940.9)
4940.93
(4940.6)
4940.60
(4940.3)
4940.29
(4940.2)
4940.23
(4940.2)
4940.23
(4940.6)
4940.60
(4941.0)
4940.99
(4941.0)
4940.97
(4941.6)
4941.55
()
()
EXISTING PROPOSED
PROPOSED
GRADE
EXISTING
GROUND
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
()
(4952.8)
4952.78
(4951.9)
4951.90
(4951.4)
4951.42
(4951.1)
4951.06
(4950.7)
4950.70
(4950.3)
4950.34
(4950.0)
4949.98
(4949.6)
4949.62
(4949.3)
4949.26
(4948.9)
4948.90
(4948.5)
4948.54
(4948.2)
4948.18
(4947.8)
4947.82
(4947.4)
4947.37
(4946.5)
4946.54
(4946.6)
4946.56
()
EXISTING PROPOSED
PROPOSED
GRADE
EXISTING
GROUND
CityDate Engineer
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
()
(4942.7)
4942.73
(4941.6)
4941.64
(4941.0)
4940.98
(4940.7)
4940.68
(4940.4)
4940.38
(4940.1)
4940.13
(4940.2)
4940.22
(4940.5)
4940.52
(4940.6)
4940.63
(4940.4)
4940.38
(4940.1)
4940.13
(4940.2)
4940.22
(4940.5)
4940.52
(4940.8)
4940.82
(4941.0)
4941.05
(4940.9)
4940.90
(4940.6)
4940.60
(4940.3)
4940.30
(4940.1)
4940.11
(4940.3)
4940.30
(4940.8)
4940.76
(4941.7)
4941.74
()
EXISTING PROPOSED
PROPOSED
GRADE EXISTING
GROUND
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
()
(4952.4)
4952.36
(4951.3)
4951.32
(4950.4)
4950.36
(4949.4)
4949.40
(4948.4)
4948.44
(4947.6)
4947.62
(4947.1)
4947.13
(4946.7)
4946.71
(4946.3)
4946.29
(4945.9)
4945.87
(4945.4)
4945.45
(4945.0)
4945.03
(4944.6)
4944.61
(4944.2)
4944.19
(4943.8)
4943.76
(4943.3)
4943.34
(4942.9)
4942.92
(4942.3)
4942.32
(4941.5)
4941.54
(4940.8)
4940.77
(4940.5)
4940.53
()
()
EXISTING PROPOSED
PROPOSED
GRADE
EXISTING
GROUND
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
()
(4947.2)
4947.20
(4947.5)
4947.54
(4948.4)
4948.39
(4948.6)
4948.59
(4947.8)
4947.77
(4946.8)
4946.77
(4945.8)
4945.77
(4945.4)
4945.43
(4946.0)
4946.01
(4946.8)
4946.80
(4947.0)
4947.05
(4946.8)
4946.82
(4946.4)
4946.39
(4945.4)
4945.44
(4944.4)
4944.44
(4944.1)
4944.14
(4944.5)
4944.52
(4945.4)
4945.37
(4945.7)
4945.72
PROPOSED
GRADE
EXISTING
GROUND
EXISTING PROPOSED
PROPOSED
GRADE
EXISTING
GROUND
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
(4945.7)
4945.72
(4946.0)
4946.02
(4946.3)
4946.32
(4946.6)
4946.62
(4946.9)
4946.89
(4946.5)
4946.52
(4945.5)
4945.55
(4944.5)
4944.55
(4944.6)
4944.56
(4945.4)
4945.44
(4945.5)
4945.54
(4945.2)
4945.24
(4944.9)
4944.94
(4944.7)
4944.73
(4945.1)
4945.14
(4945.7)
4945.66
(4946.2)
4946.18
(4946.7)
4946.70
(4947.2)
4947.22
PROPOSED
GRADE
EXISTING
GROUND
EXISTING PROPOSED
CityDate Engineer
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
(4947.2)
4947.22
(4947.7)
4947.74
(4948.3)
4948.26
(4948.6)
4948.64
(4948.1)
4948.10
(4947.7)
4947.66
(4948.0)
4947.96
(4949.0)
4948.96
(4949.8)
4949.78
(4950.6)
4950.60
(4951.4)
4951.42
(4952.2)
4952.24
(4953.1)
4953.06
(4953.3)
4953.25
(4952.4)
4952.40
()
()
PROPOSED
GRADE
EXISTING
GROUND
EX PR
CityDate Engineer
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
()
()
(4945.3)
4945.25
(4946.0)
4946.01
(4945.7)
4945.75
(4945.1)
4945.11
(4944.5)
4944.47
(4943.8)
4943.83
(4943.5)
4943.46
(4944.2)
4944.22
(4944.7)
4944.68
(4945.1)
4945.14
(4945.6)
4945.60
(4946.1)
4946.05
(4945.9)
4945.92
(4945.7)
4945.67
(4945.9)
4945.90
(4946.1)
4946.08
(4945.6)
4945.63
EXISTING PROPOSED
PROPOSED
EXISTING GRADE
GROUND
CityDate Engineer
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
4930
4935
4940
4945
4950
4930
4935
4940
4945
4950
18+50 19+00 20+00 21+00 22+00 23+00
(4945.6)
4945.63
(4945.2)
4945.17
(4944.7)
4944.71
(4944.3)
4944.26
(4943.8)
4943.80
(4943.3)
4943.34
(4942.9)
4942.88
(4942.3)
4942.31
(4941.4)
4941.35
()
-0.92%
-2.00%
STA: 22+69.27
ELEV=4940.91
STA: 22+85.27
ELEV=4941.32
HP STA:21+68.71
HP ELEV:4942.71
PVI STA:21+93.71
PVI ELEV:4942.5
K:46.21
LVC:50.00
BVCS:21+68.71
BVCE:4942.71
EVCS:22+18.71
EVCE:4941.98
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
()
()
(4940.7)
4940.67
(4941.3)
4941.33
(4942.0)
4941.99
(4942.7)
4942.65
(4943.3)
4943.31
(4944.0)
4943.97
(4944.6)
4944.63
(4944.7)
4944.70
(4944.4)
4944.41
(4944.7)
4944.65
(4945.2)
4945.19
(4945.7)
4945.73
(4946.3)
4946.27
(4946.8)
4946.81
(4947.4)
4947.35
(4947.9)
4947.89
(4948.4)
4948.43
(4949.0)
4949.00
()
()
()
PROPOSED
GRADE
EXISTING
GROUND
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
()
(4944.2)
4944.20
(4944.1)
4944.10
(4944.8)
4944.84
(4944.5)
4944.53
(4943.9)
4943.85
(4943.2)
4943.17
(4942.5)
4942.49
(4941.8)
4941.81
(4941.7)
4941.67
(4942.0)
4941.99
(4942.3)
4942.31
(4942.6)
4942.63
(4943.0)
4942.95
(4943.6)
4943.59
(4944.5)
4944.53
(4944.7)
4944.70
(4944.3)
4944.25
EXISTINGPROPOSED
PROPOSED
EXISTINGGRADE
GROUND
CityDate Engineer
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
(4944.3)
4944.25
(4943.8)
4943.79
(4943.3)
4943.33
(4942.9)
4942.87
(4942.4)
4942.41
(4942.0)
4941.95
(4941.5)
4941.49
(4941.0)
4941.03
(4941.5)
4941.46
(4941.7)
4941.74
(4941.4)
4941.39
()
()
EXISTING PROPOSED
PROPOSED
GRADE
EXISTING
GROUND
CityDate Engineer
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
R
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
()
()
(4941.8)
4941.76
(4941.5)
4941.46
()
()
EXISTING PROPOSED
PROPOSED
GRADE
EXISTING
GROUND
()
(4944.5)
4944.50
(4944.0)
4943.99
(4943.7)
4943.69
()
()
EXISTING PROPOSED
PROPOSED
GRADE
EXISTING
GROUND
()
(4942.6)
4942.59
(4942.9)
4942.88
(4943.7)
4943.65
(4943.8)
4943.77
(4943.1)
4943.06
(4942.6)
4942.64
(4942.2)
4942.20
(4941.9)
4941.90
()
EXISTING PROPOSED
PROPOSED
GRADE
EXISTING
GROUND
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
()
(4949.0)
4949.33
(4946.6)
4948.33
(4946.3)
4947.45
(4946.7)
4946.98
(4946.4)
4946.63
(4946.0)
4946.28
(4946.0)
4945.93
(4946.0)
4945.58
(4946.0)
4945.23
(4947.0)
4944.88
(4946.1)
4944.53
(4947.1)
4944.18
(4947.2)
4944.05
(4947.0)
4944.30
(4947.1)
4944.60
(4947.2)
4944.90
(4947.0)
4945.20
PROPOSED
GRADE
EXISTING
GROUND
CityDate Engineer
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
(4947.0)
4945.20
(4947.0)
4945.50
(4946.9)
4945.57
(4946.5)
4945.31
(4946.2)
4945.01
(4945.6)
4944.71
(4945.1)
4944.41
(4944.5)
4944.11
(4943.4)
4943.81
(4942.0)
4943.52
(4941.0)
4943.51
(4940.6)
4943.80
(4940.7)
4944.08
(4940.6)
4944.04
(4940.6)
4943.75
(4940.8)
4943.45
(4941.0)
4943.15
(4941.4)
4942.85
(4941.5)
4942.55
PROPOSED
GRADE
EXISTING
GROUND
CityDate Engineer
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
(4941.5)
4942.55
(4941.9)
4942.25
(4942.3)
4942.18
(4943.0)
4942.59
(4943.4)
4943.09
(4944.2)
4943.60
(4945.0)
4944.10
(4945.8)
4944.60
(4946.6)
4945.10
(4947.1)
4945.60
(4948.0)
4946.08
(4948.7)
4946.15
(4949.0)
4945.94
(4949.7)
4946.34
(4950.1)
4947.09
(4950.6)
4947.85
(4951.3)
4948.61
(4951.9)
4949.37
(4952.1)
4950.13
(4952.5)
4950.89
(4952.8)
4951.65
(4953.3)
4952.40
()
PROPOSED
GRADE
EXISTING
GROUND
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
(4957.9)
4957.86
(4957.3)
4957.27
(4956.5)
4956.46
(4955.4)
4955.41
(4954.2)
4954.23
(4953.1)
4953.09
(4952.6)
4952.56
(4952.0)
4952.04
(4951.3)
4951.31
(4950.6)
4950.65
(4950.0)
4950.05
(4949.6)
4949.63
(4949.2)
4949.23
(4948.8)
4948.84
(4948.5)
4948.46
(4948.1)
4948.09
(4947.8)
4947.76
(4947.4)
4947.45
(4947.1)
4947.13
(4946.8)
4946.84
(4946.6)
4946.57
(4946.3)
4946.30
(4946.0)
4946.03
SYKES STREET CONNECTION
STA=21+89.03
ELEV=4949.318
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
(4946.0)
4946.03
(4945.7)
4945.69
(4945.4)
4945.35
(4945.0)
4945.01
(4944.8)
4944.77
(4944.5)
4944.54
(4944.3)
4944.30
(4944.1)
4944.09
(4943.9)
4943.89
(4943.7)
4943.69
(4943.5)
4943.50
(4943.3)
4943.30
(4943.1)
4943.11
(4942.9)
4942.91
(4942.7)
4942.71
(4942.5)
4942.52
(4942.3)
4942.32
(4942.1)
4942.12
(4941.7)
4941.74
(4941.3)
4941.33
(4940.9)
4940.92
(4940.5)
4940.51
(4940.1)
4940.10
CONNECTION TO CRUSADER STREET
STA=33+02.11
ELEV=4943.097
CityDate Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
BARNSTORMER STREET
BIPLANE STREET
COLEMAN STREET
SUPERCUB LANE
CONQUEST STREET
SYKES DRIVE
COMET STREET
RELIANT STREET
CRUSADER STREET
VICOT WAY
ALLEYAA
ZEPPELINWAY
TIGERCATWAY
NAVION LANE
VICOT WAY
YEAGER STREET
MARQUISESTREET
FAIRCHILD STREET
QUINBYSTREET
FAIRCHILD STREET
DASSAULT STREET
DELOZIERROAD
SYKES DRIVE
BARNSTORMER STREET
BIPLANE STREET
COLEMAN STREET
VICOT WAY
VICOT WAY
CONQUEST STREET
CONQUEST STREET
CONQUESTWAY
ALLEY A
ALLEY
A
ALLEY A
ALLEYA
ALLEY A
ALLEY A
QUINBY STREET
MARQUISESTREET
CRUSADER STREET
ZEPPELINWAY
Z
EPPELINWAY
SYKES DRIVE
ALLEY B
COMET STREET
A
LLEY C
B6
D1C14
C13
C12
C11
E1
E2
F2
C10
C9
C5
C7
B10
B9
B7
C3
C2
C1
B6
B4
B3
B2
Fut-B
B5
B13
B16
A3
A4
A5
A6
B14
B8
Fut-A
A2
A8
Fut-I3
I2
I1
I3
A1 B1
B15
B7
B3
B4
B2
B1
Fut-B
Fut-A
A1
A4
A6
B8
B9
B10
B11
C2
C4
C7
C8
C9
C10
C11
C12
C13
C14
C15
D2
E3
D1
D2
E3 E2
F3
F2
F3
B18
B16
B18
A12
A13
A11
A8
A9
A10
G5
G6
Fut-H
H1
H2
H4
H5
H6
Fut-I1
I3
I5
A7
B12
B12
C16
J2
A5
A7
B5
B13
B17
C3 C1
C5
C6
C17 C16
C17
C15
C18
C8
C6
B11 C4
F1
B17
E1
F1
Fut-G1
G1 G2
G3
G4
H3
Fut-TL3
I2
Fut-I3
J1
J1 J2
I4
A9
B14
B15
Fut-I2
Fut-I2
Fut-TL4
Fut-G2
C18
Fut-TL1
Fut-TL2
Wtlnd
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
LEGEND:
DRAINAGE SYMBOLS:
BASIN ID
MINOR RUNOFF COEFFICIENT
MAJOR RUNOFF COEFFICIENT
BASIN AREA
(ACRES)
EASEMENT LINE
FUTURE LOTLINE
PROPOSED LOTLINE
FUTURE RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
PROPOSED STORM INLET
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR 4900
4900
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
R
STA:
SCALE: H: 1"= V: 1"=
TIMBERLINE ROAD to
CENTERLINE
27+00.00 38+00.00
50 5
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
EXISTING EDGE OF ASPHALT
PROPOSED CONCRETE
CROSSPAN (TYP.)
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO
VERIFY EXACT UTILITY LOCATION.
2. SEE SOILS REPORT BY CTL FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE
ADJUSTED TO1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD
BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE
CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE PER WITH CITY STREET REPAIR STANDARDS.
7. SEE SHEET CV01 FOR TYPICAL SECTIONS.
8. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED.
9. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS
4900 FEET (4948.71 = 4948.71).
10. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS.
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
(33.45)
33.45
KEYMAP
TIMBERVINE ROAD
RD42
RD41
FUTURE DESIGN NOT TO BE
CONSTRUCTED WITH THIS PLAN SET.
PROPOSED FLOWLINE TO BE AT 2%
FROM EXISTING PAVEMENT.
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
R
STA:
SCALE: H: 1"= V: 1"=
TIMBERLINE ROAD to
CENTERLINE
16+00.00 27+00.00
50 5
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
EXISTING EDGE OF ASPHALT
PROPOSED CONCRETE
CROSSPAN (TYP.)
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO
VERIFY EXACT UTILITY LOCATION.
2. SEE SOILS REPORT BY CTL FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE
ADJUSTED TO1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD
BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE
CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE PER WITH CITY STREET REPAIR STANDARDS.
7. SEE SHEET CV01 FOR TYPICAL SECTIONS.
8. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED.
9. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS
4900 FEET (4948.71 = 4948.71).
10. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS.
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
(33.45)
33.45
KEYMAP
RD42
FUTURE DESIGN NOT TO BE
CONSTRUCTED WITH THIS PLAN SET.
PROPOSED FLOWLINE TO BE AT 2%
FROM EXISTING PAVEMENT.
RD41
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
R
STA:
SCALE: H: 1"= V: 1"=
INTERNATIONAL BLVD. to
CENTERLINE
27+00.00 37+92.30
50 5
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
EXISTING EDGE OF ASPHALT
PROPOSED CONCRETE
CROSSPAN (TYP.)
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO
VERIFY EXACT UTILITY LOCATION.
2. SEE SOILS REPORT BY CTL FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE
ADJUSTED TO1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD
BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE
CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE PER WITH CITY STREET REPAIR STANDARDS.
7. SEE SHEET CV01 FOR TYPICAL SECTIONS.
8. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED.
9. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS
4900 FEET (4948.71 = 4948.71).
10. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS.
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
(33.45)
33.45
KEYMAP
RD43
RD42
RD41
FUTURE DESIGN NOT TO BE
CONSTRUCTED WITH THIS PLAN SET.
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
R
STA:
SCALE: H: 1"= V: 1"=
INTERNATIONAL BLVD. to
CENTERLINE
18+00.00 27+00.00
50 5
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
EXISTING EDGE OF ASPHALT
PROPOSED CONCRETE
CROSSPAN (TYP.)
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO
VERIFY EXACT UTILITY LOCATION.
2. SEE SOILS REPORT BY CTL FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE
ADJUSTED TO1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD
BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE
CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE PER WITH CITY STREET REPAIR STANDARDS.
7. SEE SHEET CV01 FOR TYPICAL SECTIONS.
8. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED.
9. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS
4900 FEET (4948.71 = 4948.71).
10. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS.
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
(33.45)
33.45
KEYMAP
RD43
RD42
RD41
FUTURE DESIGN NOT TO BE
CONSTRUCTED WITH THIS PLAN SET.
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
STA:
SCALE: H: 1"= V: 1"=
INTERNATIONAL BLVD. to
CENTERLINE
10+00.00 18+00.00
50 5
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
EXISTING EDGE OF ASPHALT
PROPOSED CONCRETE
CROSSPAN (TYP.)
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO
VERIFY EXACT UTILITY LOCATION.
2. SEE SOILS REPORT BY CTL FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE
ADJUSTED TO1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD
BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE
CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE PER WITH CITY STREET REPAIR STANDARDS.
7. SEE SHEET CV01 FOR TYPICAL SECTIONS.
8. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED.
9. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS
4900 FEET (4948.71 = 4948.71).
10. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS.
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
(33.45)
33.45
KEYMAP
RD43
RD42
RD41
FUTURE DESIGN NOT TO BE
CONSTRUCTED WITH THIS PLAN SET.
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
R
STA:
SCALE: H: 1"= V: 1"=
ALLEY E to
CENTERLINE
10+00.00 11+26.50
50 5
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
EXISTING EDGE OF ASPHALT
PROPOSED CONCRETE
CROSSPAN (TYP.)
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO
VERIFY EXACT UTILITY LOCATION.
2. SEE SOILS REPORT BY CTL FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE
ADJUSTED TO1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD
BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE
CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE PER WITH CITY STREET REPAIR STANDARDS.
7. SEE SHEET CV01 FOR TYPICAL SECTIONS.
8. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED.
9. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS
4900 FEET (4948.71 = 4948.71).
10. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS.
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
(33.45)
33.45
KEYMAP
STA:
SCALE: H: 1"= V: 1"=
ALLEY D to
CENTERLINE
10+00.00 11+26.50
50 5
STA:
SCALE: H: 1"= V: 1"=
ALLEY C to
CENTERLINE
10+00.00 13+79.50
50 5
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
EXISTING EDGE OF ASPHALT
PROPOSED CONCRETE
CROSSPAN (TYP.)
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO
VERIFY EXACT UTILITY LOCATION.
2. SEE SOILS REPORT BY CTL FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE
ADJUSTED TO1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD
BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE
CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE PER WITH CITY STREET REPAIR STANDARDS.
7. SEE SHEET CV01 FOR TYPICAL SECTIONS.
8. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED.
9. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS
4900 FEET (4948.71 = 4948.71).
10. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS.
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
(33.45)
33.45
KEYMAP
STA:
SCALE: H: 1"= V: 1"=
TIGERCAT WAY to
CENTERLINE
18+00.00 23+39.27
50 5
RD39
RD38
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
EXISTING EDGE OF ASPHALT
PROPOSED CONCRETE
CROSSPAN (TYP.)
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO
VERIFY EXACT UTILITY LOCATION.
2. SEE SOILS REPORT BY CTL FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE
ADJUSTED TO1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD
BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE
CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE PER WITH CITY STREET REPAIR STANDARDS.
7. SEE SHEET CV01 FOR TYPICAL SECTIONS.
8. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED.
9. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS
4900 FEET (4948.71 = 4948.71).
10. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS.
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
(33.45)
33.45
KEYMAP
STA:
SCALE: H: 1"= V: 1"=
TIGERCAT WAY to
CENTERLINE
10+00.00 18+00.00
50 5
RD39
RD38
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
R
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
EXISTING EDGE OF ASPHALT
PROPOSED CONCRETE
CROSSPAN (TYP.)
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO
VERIFY EXACT UTILITY LOCATION.
2. SEE SOILS REPORT BY CTL FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE
ADJUSTED TO1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD
BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE
CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE PER WITH CITY STREET REPAIR STANDARDS.
7. SEE SHEET CV01 FOR TYPICAL SECTIONS.
8. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED.
9. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS
4900 FEET (4948.71 = 4948.71).
10. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS.
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
(33.45)
33.45
KEYMAP
STA:
SCALE: H: 1"= V: 1"=
ALLEY B to
CENTERLINE
10+00.00 19+19.99
50 5
RD37
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
R
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
EXISTING EDGE OF ASPHALT
PROPOSED CONCRETE
CROSSPAN (TYP.)
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO
VERIFY EXACT UTILITY LOCATION.
2. SEE SOILS REPORT BY CTL FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE
ADJUSTED TO1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD
BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE
CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE PER WITH CITY STREET REPAIR STANDARDS.
7. SEE SHEET CV01 FOR TYPICAL SECTIONS.
8. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED.
9. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS
4900 FEET (4948.71 = 4948.71).
10. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS.
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
(33.45)
33.45
KEYMAP
STA:
SCALE: H: 1"= V: 1"=
ALLEY AA to
CENTERLINE
18+50.00 22+85.27
50 5
RD35
RD36
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
EXISTING EDGE OF ASPHALT
PROPOSED CONCRETE
CROSSPAN (TYP.)
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO
VERIFY EXACT UTILITY LOCATION.
2. SEE SOILS REPORT BY CTL FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE
ADJUSTED TO1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD
BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE
CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE PER WITH CITY STREET REPAIR STANDARDS.
7. SEE SHEET CV01 FOR TYPICAL SECTIONS.
8. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED.
9. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS
4900 FEET (4948.71 = 4948.71).
10. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS.
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
(33.45)
33.45
KEYMAP
STA:
SCALE: H: 1"= V: 1"=
ALLEY AA to
CENTERLINE
10+00.00 18+50.00
50 5
RD36
RD35
COLORADO
R
STA:
SCALE: H: 1"= V: 1"=
ALLEY A to
CENTERLINE
28+00.00 35+40.91
50 5
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
EXISTING EDGE OF ASPHALT
PROPOSED CONCRETE
CROSSPAN (TYP.)
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO
VERIFY EXACT UTILITY LOCATION.
2. SEE SOILS REPORT BY CTL FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE
ADJUSTED TO1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD
BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE
CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE PER WITH CITY STREET REPAIR STANDARDS.
7. SEE SHEET CV01 FOR TYPICAL SECTIONS.
8. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED.
9. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS
4900 FEET (4948.71 = 4948.71).
10. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS.
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
(33.45)
33.45
KEYMAP
RD33
RD34
RD32
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
R
STA:
SCALE: H: 1"= V: 1"=
ALLEY A to
CENTERLINE
19+00.00 28+00.00
50 5
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
EXISTING EDGE OF ASPHALT
PROPOSED CONCRETE
CROSSPAN (TYP.)
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO
VERIFY EXACT UTILITY LOCATION.
2. SEE SOILS REPORT BY CTL FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE
ADJUSTED TO1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD
BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE
CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE PER WITH CITY STREET REPAIR STANDARDS.
7. SEE SHEET CV01 FOR TYPICAL SECTIONS.
8. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED.
9. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS
4900 FEET (4948.71 = 4948.71).
10. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS.
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
(33.45)
33.45
KEYMAP
RD33
RD34
RD32
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
R
STA:
SCALE: H: 1"= V: 1"=
ALLEY A to
CENTERLINE
10+00.00 19+00.00
50 5
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
EXISTING EDGE OF ASPHALT
PROPOSED CONCRETE
CROSSPAN (TYP.)
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO
VERIFY EXACT UTILITY LOCATION.
2. SEE SOILS REPORT BY CTL FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE
ADJUSTED TO1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD
BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE
CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE PER WITH CITY STREET REPAIR STANDARDS.
7. SEE SHEET CV01 FOR TYPICAL SECTIONS.
8. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED.
9. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS
4900 FEET (4948.71 = 4948.71).
10. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS.
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
(33.45)
33.45
KEYMAP
RD33
RD34
RD32
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
R
STA:
SCALE: H: 1"= V: 1"=
DELOZIER ROAD to
CENTERLINE
10+00.00 20+44.59
50 5
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
EXISTING EDGE OF ASPHALT
PROPOSED CONCRETE
CROSSPAN (TYP.)
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO
VERIFY EXACT UTILITY LOCATION.
2. SEE SOILS REPORT BY CTL FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE
ADJUSTED TO1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD
BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE
CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE PER WITH CITY STREET REPAIR STANDARDS.
7. SEE SHEET CV01 FOR TYPICAL SECTIONS.
8. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED.
9. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS
4900 FEET (4948.71 = 4948.71).
10. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS.
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
(33.45)
33.45
KEYMAP
RD31
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
R
STA:
SCALE: H: 1"= V: 1"=
DASSAULT STREET to
CENTERLINE
10+00.00 20+81.66
50 5
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
EXISTING EDGE OF ASPHALT
PROPOSED CONCRETE
CROSSPAN (TYP.)
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO
VERIFY EXACT UTILITY LOCATION.
2. SEE SOILS REPORT BY CTL FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE
ADJUSTED TO1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD
BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE
CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE PER WITH CITY STREET REPAIR STANDARDS.
7. SEE SHEET CV01 FOR TYPICAL SECTIONS.
8. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED.
9. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS
4900 FEET (4948.71 = 4948.71).
10. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS.
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
(33.45)
33.45
KEYMAP
RD30
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
STA:
SCALE: H: 1"= V: 1"=
QUINBY STREET to
CENTERLINE
10+00.00 17+52.61
50 5
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
EXISTING EDGE OF ASPHALT
PROPOSED CONCRETE
CROSSPAN (TYP.)
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO
VERIFY EXACT UTILITY LOCATION.
2. SEE SOILS REPORT BY CTL FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE
ADJUSTED TO1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD
BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE
CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE PER WITH CITY STREET REPAIR STANDARDS.
7. SEE SHEET CV01 FOR TYPICAL SECTIONS.
8. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED.
9. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS
4900 FEET (4948.71 = 4948.71).
10. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS.
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
(33.45)
33.45
KEYMAP
RD29
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
R
STA:
SCALE: H: 1"= V: 1"=
CRUSADER STREET B to
CENTERLINE
10+00.00 19+19.98
50 5
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
EXISTING EDGE OF ASPHALT
PROPOSED CONCRETE
CROSSPAN (TYP.)
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO
VERIFY EXACT UTILITY LOCATION.
2. SEE SOILS REPORT BY CTL FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE
ADJUSTED TO1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD
BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE
CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE PER WITH CITY STREET REPAIR STANDARDS.
7. SEE SHEET CV01 FOR TYPICAL SECTIONS.
8. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED.
9. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS
4900 FEET (4948.71 = 4948.71).
10. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS.
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
(33.45)
33.45
KEYMAP
ROLL OVER
CURB AND GUTTER
ROLL OVER
CURB AND GUTTER
RD28
SCALE: H: 1"= V: 1"=
CRUSADER STREET A to
CENTERLINE
10+00.00 16+30.47
50 5
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
EXISTING EDGE OF ASPHALT
PROPOSED CONCRETE
CROSSPAN (TYP.)
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO
VERIFY EXACT UTILITY LOCATION.
2. SEE SOILS REPORT BY CTL FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE
ADJUSTED TO1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD
BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE
CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE PER WITH CITY STREET REPAIR STANDARDS.
7. SEE SHEET CV01 FOR TYPICAL SECTIONS.
8. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED.
9. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS
4900 FEET (4948.71 = 4948.71).
10. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS.
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
(33.45)
33.45
KEYMAP
RD27
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
R
STA:
SCALE: H: 1"= V: 1"=
COMET STREET B to
CENTERLINE
10+00.00 19+19.99
50 5
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
EXISTING EDGE OF ASPHALT
PROPOSED CONCRETE
CROSSPAN (TYP.)
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO
VERIFY EXACT UTILITY LOCATION.
2. SEE SOILS REPORT BY CTL FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE
ADJUSTED TO1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD
BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE
CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE PER WITH CITY STREET REPAIR STANDARDS.
7. SEE SHEET CV01 FOR TYPICAL SECTIONS.
8. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED.
9. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS
4900 FEET (4948.71 = 4948.71).
10. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS.
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
(33.45)
33.45
KEYMAP
RD26
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
EXISTING EDGE OF ASPHALT
PROPOSED CONCRETE
CROSSPAN (TYP.)
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO
VERIFY EXACT UTILITY LOCATION.
2. SEE SOILS REPORT BY CTL FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE
ADJUSTED TO1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD
BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE
CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE PER WITH CITY STREET REPAIR STANDARDS.
7. SEE SHEET CV01 FOR TYPICAL SECTIONS.
8. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED.
9. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS
4900 FEET (4948.71 = 4948.71).
10. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS.
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
(33.45)
33.45
KEYMAP
RD25
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
R
STA:
SCALE: H: 1"= V: 1"=
RELIANT STREET to
CENTERLINE
10+00.00 19+19.98
50 5
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
EXISTING EDGE OF ASPHALT
PROPOSED CONCRETE
CROSSPAN (TYP.)
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO
VERIFY EXACT UTILITY LOCATION.
2. SEE SOILS REPORT BY CTL FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE
ADJUSTED TO1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD
BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE
CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE PER WITH CITY STREET REPAIR STANDARDS.
7. SEE SHEET CV01 FOR TYPICAL SECTIONS.
8. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED.
9. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS
4900 FEET (4948.71 = 4948.71).
10. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS.
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
(33.45)
33.45
KEYMAP
RD24
SCALE: H: 1"= V: 1"=
SUPERCUB LANE to
CENTERLINE
10+00.00 16+41.45
50 5
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
EXISTING EDGE OF ASPHALT
PROPOSED CONCRETE
CROSSPAN (TYP.)
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO
VERIFY EXACT UTILITY LOCATION.
2. SEE SOILS REPORT BY CTL FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE
ADJUSTED TO1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD
BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE
CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE PER WITH CITY STREET REPAIR STANDARDS.
7. SEE SHEET CV01 FOR TYPICAL SECTIONS.
8. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED.
9. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS
4900 FEET (4948.71 = 4948.71).
10. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS.
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
(33.45)
33.45
KEYMAP
RD23
50 5
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
EXISTING EDGE OF ASPHALT
PROPOSED CONCRETE
CROSSPAN (TYP.)
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO
VERIFY EXACT UTILITY LOCATION.
2. SEE SOILS REPORT BY CTL FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE
ADJUSTED TO1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD
BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE
CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE PER WITH CITY STREET REPAIR STANDARDS.
7. SEE SHEET CV01 FOR TYPICAL SECTIONS.
8. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED.
9. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS
4900 FEET (4948.71 = 4948.71).
10. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS.
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
(33.45)
33.45
KEYMAP
RD22
50 5
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
EXISTING EDGE OF ASPHALT
PROPOSED CONCRETE
CROSSPAN (TYP.)
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO
VERIFY EXACT UTILITY LOCATION.
2. SEE SOILS REPORT BY CTL FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE
ADJUSTED TO1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD
BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE
CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE PER WITH CITY STREET REPAIR STANDARDS.
7. SEE SHEET CV01 FOR TYPICAL SECTIONS.
8. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED.
9. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS
4900 FEET (4948.71 = 4948.71).
10. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS.
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
(33.45)
33.45
KEYMAP
RD20
RD21
CENTERLINE
10+00.00 16+00
50 5
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
EXISTING EDGE OF ASPHALT
PROPOSED CONCRETE
CROSSPAN (TYP.)
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO
VERIFY EXACT UTILITY LOCATION.
2. SEE SOILS REPORT BY CTL FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE
ADJUSTED TO1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD
BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE
CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE PER WITH CITY STREET REPAIR STANDARDS.
7. SEE SHEET CV01 FOR TYPICAL SECTIONS.
8. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED.
9. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS
4900 FEET (4948.71 = 4948.71).
10. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS.
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
(33.45)
33.45
KEYMAP
RD20
RD21
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
EXISTING EDGE OF ASPHALT
PROPOSED CONCRETE
CROSSPAN (TYP.)
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO
VERIFY EXACT UTILITY LOCATION.
2. SEE SOILS REPORT BY CTL FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE
ADJUSTED TO1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD
BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE
CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE PER WITH CITY STREET REPAIR STANDARDS.
7. SEE SHEET CV01 FOR TYPICAL SECTIONS.
8. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED.
9. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS
4900 FEET (4948.71 = 4948.71).
10. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS.
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
(33.45)
33.45
KEYMAP
RD18 RD19
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
R
STA:
SCALE: H: 1"= V: 1"=
COLEMAN STREET to
CENTERLINE
10+00.00 19+00.00
50 5
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
EXISTING EDGE OF ASPHALT
PROPOSED CONCRETE
CROSSPAN (TYP.)
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO
VERIFY EXACT UTILITY LOCATION.
2. SEE SOILS REPORT BY CTL FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE
ADJUSTED TO1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD
BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE
CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE PER WITH CITY STREET REPAIR STANDARDS.
7. SEE SHEET CV01 FOR TYPICAL SECTIONS.
8. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED.
9. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS
4900 FEET (4948.71 = 4948.71).
10. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS.
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
(33.45)
33.45
KEYMAP
RD18 RD19
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
EXISTING EDGE OF ASPHALT
PROPOSED CONCRETE
CROSSPAN (TYP.)
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO
VERIFY EXACT UTILITY LOCATION.
2. SEE SOILS REPORT BY CTL FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE
ADJUSTED TO1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD
BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE
CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE PER WITH CITY STREET REPAIR STANDARDS.
7. SEE SHEET CV01 FOR TYPICAL SECTIONS.
8. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED.
9. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS
4900 FEET (4948.71 = 4948.71).
10. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS.
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
(33.45)
33.45
KEYMAP
RD17
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
STA:
SCALE: H: 1"= V: 1"=
FAIRCHILD STREET to
CENTERLINE
10+00.00 17+24.58
50 5
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
EXISTING EDGE OF ASPHALT
PROPOSED CONCRETE
CROSSPAN (TYP.)
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO
VERIFY EXACT UTILITY LOCATION.
2. SEE SOILS REPORT BY CTL FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE
ADJUSTED TO1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD
BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE
CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE PER WITH CITY STREET REPAIR STANDARDS.
7. SEE SHEET CV01 FOR TYPICAL SECTIONS.
8. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED.
9. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS
4900 FEET (4948.71 = 4948.71).
10. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS.
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
(33.45)
33.45
KEYMAP
RD16
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
EXISTING EDGE OF ASPHALT
PROPOSED CONCRETE
CROSSPAN (TYP.)
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO
VERIFY EXACT UTILITY LOCATION.
2. SEE SOILS REPORT BY CTL FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE
ADJUSTED TO1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD
BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE
CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE PER WITH CITY STREET REPAIR STANDARDS.
7. SEE SHEET CV01 FOR TYPICAL SECTIONS.
8. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED.
9. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS
4900 FEET (4948.71 = 4948.71).
10. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS.
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
(33.45)
33.45
KEYMAP
RD14 RD15
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
STA:
SCALE: H: 1"= V: 1"=
BIPLANE STREET to
CENTERLINE
10+00.00 18+00.00
50 5
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
EXISTING EDGE OF ASPHALT
PROPOSED CONCRETE
CROSSPAN (TYP.)
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO
VERIFY EXACT UTILITY LOCATION.
2. SEE SOILS REPORT BY CTL FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE
ADJUSTED TO1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD
BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE
CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE PER WITH CITY STREET REPAIR STANDARDS.
7. SEE SHEET CV01 FOR TYPICAL SECTIONS.
8. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED.
9. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS
4900 FEET (4948.71 = 4948.71).
10. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS.
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
(33.45)
33.45
KEYMAP
RD14 RD15
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
STA:
SCALE: H: 1"= V: 1"=
ZEPPELIN WAY to
CENTERLINE
19+00.00 27+25.45
50 5
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
EXISTING EDGE OF ASPHALT
PROPOSED CONCRETE
CROSSPAN (TYP.)
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO
VERIFY EXACT UTILITY LOCATION.
2. SEE SOILS REPORT BY CTL FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE
ADJUSTED TO1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD
BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE
CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE PER WITH CITY STREET REPAIR STANDARDS.
7. SEE SHEET CV01 FOR TYPICAL SECTIONS.
8. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED.
9. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS
4900 FEET (4948.71 = 4948.71).
10. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS.
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
(33.45)
33.45
KEYMAP
RD13
RD12
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
R
STA:
SCALE: H: 1"= V: 1"=
ZEPPELIN WAY to
CENTERLINE
10+00.00 19+00.00
50 5
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
EXISTING EDGE OF ASPHALT
PROPOSED CONCRETE
CROSSPAN (TYP.)
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO
VERIFY EXACT UTILITY LOCATION.
2. SEE SOILS REPORT BY CTL FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE
ADJUSTED TO1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD
BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE
CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE PER WITH CITY STREET REPAIR STANDARDS.
7. SEE SHEET CV01 FOR TYPICAL SECTIONS.
8. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED.
9. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS
4900 FEET (4948.71 = 4948.71).
10. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS.
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
(33.45)
33.45
KEYMAP
RD13
RD12
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
R
STA:
SCALE: H: 1"= V: 1"=
CONQUEST STREET to
CENTERLINE
28+00 34+41.26
50 5
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
EXISTING EDGE OF ASPHALT
PROPOSED CONCRETE
CROSSPAN (TYP.)
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO
VERIFY EXACT UTILITY LOCATION.
2. SEE SOILS REPORT BY CTL FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE
ADJUSTED TO1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD
BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE
CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE PER WITH CITY STREET REPAIR STANDARDS.
7. SEE SHEET CV01 FOR TYPICAL SECTIONS.
8. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED.
9. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS
4900 FEET (4948.71 = 4948.71).
10. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS.
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
(33.45)
33.45
KEYMAP
RD09
RD10
RD11
STA:
SCALE: H: 1"= V: 1"=
CONQUEST WAY to
CENTERLINE
10+00.00 12+96.05
50 5
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
STA:
SCALE: H: 1"= V: 1"=
CONQUEST STREET to
CENTERLINE
20+00.00 28+00.00
50 5
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
EXISTING EDGE OF ASPHALT
PROPOSED CONCRETE
CROSSPAN (TYP.)
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO
VERIFY EXACT UTILITY LOCATION.
2. SEE SOILS REPORT BY CTL FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE
ADJUSTED TO1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD
BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE
CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE PER WITH CITY STREET REPAIR STANDARDS.
7. SEE SHEET CV01 FOR TYPICAL SECTIONS.
8. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED.
9. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS
4900 FEET (4948.71 = 4948.71).
10. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS.
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
(33.45)
33.45
KEYMAP
RD09
RD10
RD11
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
R
STA:
SCALE: H: 1"= V: 1"=
CONQUEST STREET to
CENTERLINE
10+00.00 20+00.00
50 5
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
EXISTING EDGE OF ASPHALT
PROPOSED CONCRETE
CROSSPAN (TYP.)
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO
VERIFY EXACT UTILITY LOCATION.
2. SEE SOILS REPORT BY CTL FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE
ADJUSTED TO1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD
BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE
CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE PER WITH CITY STREET REPAIR STANDARDS.
7. SEE SHEET CV01 FOR TYPICAL SECTIONS.
8. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED.
9. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS
4900 FEET (4948.71 = 4948.71).
10. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS.
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
(33.45)
33.45
KEYMAP
RD09
RD10
RD11
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
R
STA:
SCALE: H: 1"= V: 1"=
BARNSTORMER STREET to
CENTERLINE
19+00.00 29+72.15
50 5
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
EXISTING EDGE OF ASPHALT
PROPOSED CONCRETE
CROSSPAN (TYP.)
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO
VERIFY EXACT UTILITY LOCATION.
2. SEE SOILS REPORT BY CTL FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE
ADJUSTED TO1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD
BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE
CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE PER WITH CITY STREET REPAIR STANDARDS.
7. SEE SHEET CV01 FOR TYPICAL SECTIONS.
8. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED.
9. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS
4900 FEET (4948.71 = 4948.71).
10. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS.
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
(33.45)
33.45
KEYMAP
RD07 RD08
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
R
STA:
SCALE: H: 1"= V: 1"=
BARNSTORMER STREET to
CENTERLINE
10+00.00 19+00.00
50 5
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
EXISTING EDGE OF ASPHALT
PROPOSED CONCRETE
CROSSPAN (TYP.)
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO
VERIFY EXACT UTILITY LOCATION.
2. SEE SOILS REPORT BY CTL FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE
ADJUSTED TO1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD
BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE
CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE PER WITH CITY STREET REPAIR STANDARDS.
7. SEE SHEET CV01 FOR TYPICAL SECTIONS.
8. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED.
9. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS
4900 FEET (4948.71 = 4948.71).
10. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS.
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
(33.45)
33.45
KEYMAP
RD07 RD08
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
R
STA:
SCALE: H: 1"= V: 1"=
VICOT WAY to
CENTERLINE
19+00.00 30+45.54
50 5
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
EXISTING EDGE OF ASPHALT
PROPOSED CONCRETE
CROSSPAN (TYP.)
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO
VERIFY EXACT UTILITY LOCATION.
2. SEE SOILS REPORT BY CTL FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE
ADJUSTED TO1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD
BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE
CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE PER WITH CITY STREET REPAIR STANDARDS.
7. SEE SHEET CV01 FOR TYPICAL SECTIONS.
8. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED.
9. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS
4900 FEET (4948.71 = 4948.71).
10. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS.
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
(33.45)
33.45
KEYMAP
RD05
RD06
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
R
STA:
SCALE: H: 1"= V: 1"=
VICOT WAY to
CENTERLINE
10+00.00 19+00.00
50 5
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
EXISTING EDGE OF ASPHALT
PROPOSED CONCRETE
CROSSPAN (TYP.)
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO
VERIFY EXACT UTILITY LOCATION.
2. SEE SOILS REPORT BY CTL FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE
ADJUSTED TO1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD
BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE
CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE PER WITH CITY STREET REPAIR STANDARDS.
7. SEE SHEET CV01 FOR TYPICAL SECTIONS.
8. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED.
9. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS
4900 FEET (4948.71 = 4948.71).
10. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS.
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
(33.45)
33.45
KEYMAP
RD05
RD06
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
EXISTING EDGE OF ASPHALT
PROPOSED CONCRETE
CROSSPAN (TYP.)
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO
VERIFY EXACT UTILITY LOCATION.
2. SEE SOILS REPORT BY CTL FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE
ADJUSTED TO1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD
BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE
CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE PER WITH CITY STREET REPAIR STANDARDS.
7. SEE SHEET CV01 FOR TYPICAL SECTIONS.
8. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED.
9. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS
4900 FEET (4948.71 = 4948.71).
10. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS.
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
(33.45)
33.45
KEYMAP
RD01
RD02
RD03
RD04
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
STA:
SCALE: H: 1"= V: 1"=
SYKES DRIVE to
CENTERLINE
26+00.00 34+00.00
50 5
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
EXISTING EDGE OF ASPHALT
PROPOSED CONCRETE
CROSSPAN (TYP.)
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO
VERIFY EXACT UTILITY LOCATION.
2. SEE SOILS REPORT BY CTL FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE
ADJUSTED TO1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD
BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE
CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE PER WITH CITY STREET REPAIR STANDARDS.
7. SEE SHEET CV01 FOR TYPICAL SECTIONS.
8. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED.
9. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS
4900 FEET (4948.71 = 4948.71).
10. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS.
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
(33.45)
33.45
KEYMAP
RD01
RD02
RD03
RD04
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
STA:
SCALE: H: 1"= V: 1"=
SYKES DRIVE to
CENTERLINE
18+00.00 26+00.00
50 5
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
EXISTING EDGE OF ASPHALT
PROPOSED CONCRETE
CROSSPAN (TYP.)
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO
VERIFY EXACT UTILITY LOCATION.
2. SEE SOILS REPORT BY CTL FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE
ADJUSTED TO1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD
BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE
CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE PER WITH CITY STREET REPAIR STANDARDS.
7. SEE SHEET CV01 FOR TYPICAL SECTIONS.
8. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED.
9. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS
4900 FEET (4948.71 = 4948.71).
10. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS.
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
(33.45)
33.45
KEYMAP
RD01
RD02
RD03
RD04
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
STA:
SCALE: H: 1"= V: 1"=
SYKES DRIVE to
CENTERLINE
10+00.00 18+00.00
50 5
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
EXISTING EDGE OF ASPHALT
PROPOSED CONCRETE
CROSSPAN (TYP.)
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY
AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE
LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION.
REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO
VERIFY EXACT UTILITY LOCATION.
2. SEE SOILS REPORT BY CTL FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3. CONTRACTOR SHALL ADJUST EXISTING SANITARY AND STORM SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE
ADJUSTED TO1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING
LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL EXTENT OF STREET CUT TO BE DETERMINED IN THE FIELD
BY THE CITY ENGINEERING INSPECTOR. REPAIRS SHALL BE PER THE LATEST CITY STANDARDS.
5. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET.
6. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE
CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE PER WITH CITY STREET REPAIR STANDARDS.
7. SEE SHEET CV01 FOR TYPICAL SECTIONS.
8. ELEVATIONS ARE TO FLOWLINE OF CURB AND GUTTER OR RIGHT-OF-WAY UNLESS OTHERWISE NOTED.
9. ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS
4900 FEET (4948.71 = 4948.71).
10. MATCHLINES ARE BASED ON CENTERLINE ALIGNMENTS.
LEGEND:
NOTES:
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED RIGHT-OF-WAY
PROPOSED BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
PROPOSED STORM SEWER
PROPOSED STORM INLET
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
(33.45)
33.45
KEYMAP
RD01
RD02
RD03
RD04
9. REFER TO THE PLAT FOR LOT, TRACT, EASEMENTS AND OTHER SURVEY INFORMATION.
10. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL STREET CUT LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR.
ALL REPAIRS TO BE PER THE CITY STREET REPAIR STANDARDS.
11. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL
MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
12. SEE SHEET EX01 FOR EXISTING BOUNDARY CORNER COORDINATES.
NOTES:
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
KEYMAP
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
UT01
UT03
UT05
UT07 UT08
UT06
UT04
UT02
MATCHLINE-SEE SHEET UT10
MATCHLINE-SEE THIS SHEET MATCHLINE-SEE THIS SHEET
MATCHLINE-SEE THIS SHEET
MATCHLINE-SEE THIS SHEET MATCHLINE-SEE THIS SHEET UT09-10
(OFFSITE)
12. SEE SHEET EX01 FOR EXISTING BOUNDARY CORNER COORDINATES.
NOTES:
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
KEYMAP
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
UT01
UT03
UT05
UT07 UT08
UT06
UT04
UT02
UT09-10
(OFFSITE)
E: 11713.99
8"6" SWIVEL TEE w/TB
1 - 6" G.V. (N)
& FH ASSEMBLY
N: 17586.52
E: 12114.49
8"6" SWIVEL TEE w/TB
1 - 6" G.V. (N)
& FH ASSEMBLY
N: 17582.57
E: 12551.86
12"x8" CROSS w/TB
2 - 12" G.V. (N, S)
2 - 8" G.V. (E, W)
N: 17582.26
E: 12587.44
TEMPORARY FH
N: 17295.46
E: 12585.91
8"6" SWIVEL TEE w/TB
1 - 6" G.V. (N)
& FH ASSEMBLY
N: 17411.28
E: 11694.12
TEMPORARY FH
N: 17397.48
E: 11696.32
11.25° BEND w/TB
N: 17454.92
E: 11686.84
155.15 LF 16" PVC
N70°00'03"E
54.28 LF 16" PVC
S88°50'31"E
22.5° BEND w/TB
N: 17334.48
E: 11438.30
TIE INTO EXISTING 16" MAIN
N: 17333.38
E: 11492.57
12"x6" SWIVEL TEE w/TB
1 - 6" G.V. (N)
& FH ASSEMBLY
N: 17369.32
E: 12586.38
MATCHLINE-SEE SHEET UT07
MATCHLINE-SEE SHEET UT06
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED 8" WATER MAIN
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED WATER SERVICE/METER
PROPOSED 12" SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
PROPOSED ELECTRIC
W 8"
PROPOSED 8" SANITARY SEWER SS 8"
SS 12"
PROPOSED WATER LOWERING
PROPOSED MANHOLE
PROPOSED 4" UNDERDRAIN UD
SAN
WTR
GAS
LEGEND:
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF
SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER
PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY
CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION.
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 WATER MAINS SHALL BE 4.5' AND MAXIMUM COVER SHALL BE 5.5' UNLESS OTHERWISE NOTED.
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 ARE NOT TO SCALE AND ARE ONLY GRAPHICALLY REPRESENTED.
7. UTILITY SERVICES SHOWN ARE SCHEMATIC 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, TRACT, EASEMENTS AND OTHER SURVEY INFORMATION.
10. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL STREET CUT LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR.
ALL REPAIRS TO BE PER THE CITY STREET REPAIR STANDARDS.
11. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL
MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
12. SEE SHEET EX01 FOR EXISTING BOUNDARY CORNER COORDINATES.
NOTES:
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
KEYMAP
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
UT01
UT03
UT05
UT07 UT08
UT06
UT04
UT02
MATCHLINE-SEE SHEET UT08
UT09-10
(OFFSITE)
8''W 8''W 8''W
8" TEE w/TB
2 - 8" G.V. (S, W)
N: 17601.36
E: 10610.80
8" TEE w/TB
2 - 8" G.V. (W, S)
N: 17600.23
E: 10722.25
8" TEE w/TB
2 - 8" G.V (N, E)
N: 17604.09
E: 10357.70
8" TEE w/TB
2 - 8" G.V (N, E)
N: 17602.79
E: 10477.18
8"x6" SWIVEL TEE w/TB
1 - 6" G.V. (S)
& FH ASSEMBLY
N: 17607.06
E: 10063.75
TIE INTO
EXISTING 16" MAIN
N: 17608.17
E: 9957.96
8"x6" SWIVEL TEE w/TB
1 - 6" G.V. (S)
& FH ASSEMBLY
N: 17629.15
E: 10477.49
TEMPORARY FH
N: 17431.35
E: 10719.54
TEMPORARY FH
N: 17405.04
E: 10607.84
8"x6" SWIVEL TEE w/TB
1 - 6" G.V. (E)
& FH ASSEMBLY
N: 17408.10
E: 10607.69
62.18 LF 16" PVC
S88°50'31"E
188.56 LF 16" PVC
S71°33'57"E
210.69 LF 16" PVC
S88°50'31"E
155.15 LF 16" PVC
N70°00'03"E
TIE INTO EXISTING 16" MAIN
N: 17346.56
E: 10840.82
22.5° BEND w/TB
N: 17345.30
E: 10902.98
22.5° BEND w/TB
N: 17285.68
E: 11081.87
22.5° BEND w/TB
N: 17281.42
E: 11292.51
MATCHLINE-SEE SHEET UT08
MATCHLINE-SEE SHEET UT05
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED 8" WATER MAIN
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED WATER SERVICE/METER
PROPOSED 12" SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
PROPOSED ELECTRIC
W 8"
PROPOSED 8" SANITARY SEWER SS 8"
SS 12"
PROPOSED WATER LOWERING
PROPOSED MANHOLE
PROPOSED 4" UNDERDRAIN UD
SAN
WTR
GAS
LEGEND:
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF
SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER
PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY
CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION.
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 WATER MAINS SHALL BE 4.5' AND MAXIMUM COVER SHALL BE 5.5' UNLESS OTHERWISE NOTED.
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 ARE NOT TO SCALE AND ARE ONLY GRAPHICALLY REPRESENTED.
7. UTILITY SERVICES SHOWN ARE SCHEMATIC 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, TRACT, EASEMENTS AND OTHER SURVEY INFORMATION.
10. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL STREET CUT LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR.
ALL REPAIRS TO BE PER THE CITY STREET REPAIR STANDARDS.
11. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL
MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
12. SEE SHEET EX01 FOR EXISTING BOUNDARY CORNER COORDINATES.
NOTES:
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
KEYMAP
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
UT01
UT03
UT05
UT07 UT08
UT06
UT04
UT02
UT09-10
(OFFSITE)
TRACT V
TRACT U
251.99 LF 8" PVC
N00°17'05"E
899.98 LF 8" PVC
N89°29'01"W
252.02 LF 8" PVC
N00°18'11"E
947.99 LF 8" PVC
S89°28'40"E
140.85 LF 8" PVC
N00°14'27"E
658.84 LF 12" PVC
N89°29'01"W
576.90 LF 8" PVC
R=1500.00'
303.50 LF 12" PVC
S00°17'10"W
232.00 LF 12" PVC
S00°17'10"W
252.00 LF 12" PVC
S00°17'10"W
PROJECT BOUNDARY
18''SS 18''SS 18''SS 18''SS 18''SS
18''SS 18''SS 18''SS
8''W 8''W 8''W
18''SS 18''SS 18''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''SS 8''SS 8''SS 8'
'SS 8''SS
8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
18''SS 18''SS 18'
'SS
18''SS 18''SS 18''SS
SS 8''SS
18''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 12''W 12
''W 12''W 12''W 12''W 12''W 12''W
8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
8''W
18''SS 18''SS 18''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
12''W 12''W 12''W 12''W
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''S
S 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
8''W
8" TEE w/TB
2 - 8" G.V. (E, S)
N: 17842.35
E: 11688.76
12"x8" CROSS w/TB
2 - 12" G.V. (N, S)
2 - 8" G.V. (E, W)
N: 17834.25
E: 12588.70
12"x8" CROSS w/JR
2 - 12" G.V. (N, S)
1- 8" G.V. (W)
1 - 6" G.V. (E)
N: 18086.25
8" TEE w/TB E: 12589.86
2 - 8" G.V. (S, E)
N: 18094.36
E: 11690.01
8" CROSS w/TB
2 - 8" G.V. (S, E)
N: 18399.65
E: 11725.06
12" TEE w/ TB
2 - 12" G.V. (N, E)
N: 18372.98
E: 12233.41
8" CROSS w/TB
2 - 8" G.V. (N, E)
N: 18489.90
E: 11418.78
BEGIN PIPE
DEFLECTION
N: 18375.25
E: 11980.56
8"X6" SWIVEL TEE w/TB
1 - 6" G.V. (N)
& FH ASSEMBLY
N: 18405.97
E: 11692.46
8"X6" SWIVEL TEE w/TB
1 - 6" G.V. (N)
& FH ASSEMBLY
N: 18373.57
E: 12182.19
12"X6" SWIVEL TEE w/TB
1 - 6" G.V. (N)
& FH ASSEMBLY
N: 18370.25
E: 12550.39
12" TEE w/ TB
1 - 8" G.V. (E)
1 - 12" G.V. (W)
N: 18369.67
E: 12591.40
8"X6" SWIVEL TEE w/TB
1 - 6" G.V. (N)
& FH ASSEMBLY
N: 18090.57
E: 12116.62
8"X6" SWIVEL TEE w/TB
1 - 6" G.V. (N)
& FH ASSEMBLY
N: 17838.58
E: 12114.17
8"X6" SWIVEL TEE w/TB
1 - 6" G.V. (N)
& FH ASSEMBLY
N: 17842.02
E: 11732.22
8"X6" SWIVEL TEE w/TB
1 - 6" G.V. (N)
& FH ASSEMBLY
N: 18048.40
E: 11689.87
8"X6" SWIVEL TEE w/TB
1 - 6" G.V. (N)
& FH ASSEMBLY
N: 17834.65
E: 12550.69
11.25° BEND w/TB
N: 18235.34
E: 11690.71
TEMPORARY FH
N: 18369.23
E: 12639.40
TEMPORARY FH
N: 18085.73
E: 12637.98
TEMPORARY FH
N: 17833.74
E: 12636.72
MATCHLINE-SEE SHEET UT05
MATCHLINE-SEE SHEET UT08
MATCHLINE-SEE SHEET UT04
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED 8" WATER MAIN
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED WATER SERVICE/METER
PROPOSED 12" SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
PROPOSED ELECTRIC
W 8"
PROPOSED 8" SANITARY SEWER SS 8"
SS 12"
PROPOSED WATER LOWERING
PROPOSED MANHOLE
PROPOSED 4" UNDERDRAIN UD
SAN
WTR
GAS
LEGEND:
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF
SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER
PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY
CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION.
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 WATER MAINS SHALL BE 4.5' AND MAXIMUM COVER SHALL BE 5.5' UNLESS OTHERWISE NOTED.
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 ARE NOT TO SCALE AND ARE ONLY GRAPHICALLY REPRESENTED.
7. UTILITY SERVICES SHOWN ARE SCHEMATIC 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, TRACT, EASEMENTS AND OTHER SURVEY INFORMATION.
10. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL STREET CUT LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR.
ALL REPAIRS TO BE PER THE CITY STREET REPAIR STANDARDS.
11. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL
MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
12. SEE SHEET EX01 FOR EXISTING BOUNDARY CORNER COORDINATES.
NOTES:
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
KEYMAP
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
UT01
UT03
UT05
UT07 UT08
UT06
UT04
UT02
UT09-10
(OFFSITE)
LOT 3
LOT 2
LOT 1
LOT 28
LOT 29
LOT 30
LOT 31
LOT 32
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 20
LOT 19
LOT 18
LOT 17
LOT 14
LOT 15
LOT 16
LOT 22
LOT 21
LOT 20
LOT 19
LOT 18
LOT 17
LOT 16
LOT 15
LOT 14
LOT 13
LOT 26
LOT 10
LOT 9
LOT 10
BLOCK 1
BLOCK 2
BLOCK 4
BLOCK 1
BLOCK 2
BLOCK 2
BLOCK 2
BLOCK 3
BLOCK 3
BLOCK 4
TRACT I
TRACT K
TRACT E
TRACT F
TRACT J
TRACT H TRACT G
TRACT E
TRACT E
TRACT E
TRACT E
TRACT E
TRACT B
TRACT BB
415.12 LF 8" PVC
N00°51'18"E
142.00 LF 8" PVC
N12°04'31"E
6
24
.5
3
LF
8
"
P
VC
R
=3
00
0
.00
'
3
7
3.
8
5
L
F
8
"
P
V
C
R
=
2
0
0
0
.0
0
'
21.14 LF 8" PVC
S23°34'51"W
163.88 LF 8" PVC
S12°19'40"W
489.98 LF 8" PVC
S00°49'45"W
PROJECT BOUNDARY
8''SS 8''SS 8''SS 8''SS 8''SS
8''SS 8''S
S 8''SS
8''SS 8''SS 8''SS
8''SS 8''SS
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''S
S 8''SS 8''SS 8''SS 8''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''SS 8''SS 8''SS 8''SS 8''SS
8''SS 8''SS 8''SS
8''S
S 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
164.13 LF 8" PVC
N10°19'33"E
485.88 LF 8" PVC
N00°49'40"E
96.19 LF 8" PVC
N19°49'33"E
399.17 LF 8" PVC
N29°26'21"E
BEGIN PIPE
DEFLECTION
N: 18272.19
E: 10527.72
11.25° BEND w/TB
N: 18252.81
E: 10519.26
11.25° BEND w/TB
N: 18092.72
E: 10484.26
11.25° BEND w/TB
N: 18015.38
E: 10728.16
11.25° BEND w/TB
N: 18154.24
E: 10757.87
8"X6" SWIVEL TEE w/TB
1 - 6" G.V. (N)
& FH ASSEMBLY
N: 18156.99
E: 10644.83
8"X6" SWIVEL TEE w/TB
1 - 6" G.V. (N)
& FH ASSEMBLY
N: 18358.90
E: 10857.53
8"X6" SWIVEL TEE w/TB
1 - 6" G.V. (E)
& FH ASSEMBLY
N: 17965.00
E: 10362.91
11.25° BEND w/TB
N: 18251.30
E: 10394.13
11.25° BEND w/TB
N: 18341.79
E: 10426.75
8"X6" SWIVEL TEE w/TB
1 - 6" G.V. (N)
& FH ASSEMBLY
N: 17921.96
E: 10726.78
11.25° BEND w/TB
N: 18089.85
E: 10364.74
8" TEE w/TB
3 - 8" G.V. (N, E, S)
N: 18213.89
E: 10387.31
8" CROSS w/TB
4 - 8" G.V. (N, E, S, W)
N: 18188.73
E: 10505.26
8" CROSS w/TB
3 - 8" G.V. (N, S, W)
N: 18132.35
E: 10753.20
MATCHLINE-SEE SHEET UT06
MATCHLINE-SEE SHEET UT07
MATCHLINE-SEE SHEET UT03
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED 8" WATER MAIN
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED WATER SERVICE/METER
PROPOSED 12" SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
PROPOSED ELECTRIC
W 8"
PROPOSED 8" SANITARY SEWER SS 8"
SS 12"
PROPOSED WATER LOWERING
PROPOSED MANHOLE
PROPOSED 4" UNDERDRAIN UD
SAN
WTR
GAS
LEGEND:
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF
SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER
PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY
CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION.
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 WATER MAINS SHALL BE 4.5' AND MAXIMUM COVER SHALL BE 5.5' UNLESS OTHERWISE NOTED.
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 ARE NOT TO SCALE AND ARE ONLY GRAPHICALLY REPRESENTED.
7. UTILITY SERVICES SHOWN ARE SCHEMATIC 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, TRACT, EASEMENTS AND OTHER SURVEY INFORMATION.
10. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL STREET CUT LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR.
ALL REPAIRS TO BE PER THE CITY STREET REPAIR STANDARDS.
11. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL
MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
12. SEE SHEET EX01 FOR EXISTING BOUNDARY CORNER COORDINATES.
NOTES:
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
KEYMAP
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
UT01
UT03
UT05
UT07 UT08
UT06
UT04
UT02
UT09-10
(OFFSITE)
LOT 1
LOT 1
LOT 2
LOT 3
LOT 6
LOT 10
LOT 11
LOT 4
LOT 5
LOT 7
LOT 8
LOT 9
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 1 LOT 2 LOT 3
5,503 SQ.FT.
LOT 4 LOT 5
LOT 6
LOT 7
LOT 9 LOT 8
LOT 12 LOT 11 LOT 10
LOT 13
BLOCK 10
BLOCK 13
BLOCK 15
BLOCK 16
BLOCK 17
BLOCK 18
BLOCK 22
BLOCK 23
BLOCK 11
BLOCK 12
BLOCK 13
BLOCK 14
BLOCK 19
BLOCK 21
BLOCK 22
BLOCK 16
BLOCK 23
BLOCK 24
TRACT T
TRACT S
TRACT R
TRACT Q
TRACT U
576.90 LF 8" PVC
R=1500.00'
3
0
0
.
7
1
L
F
8
"
P
V
C
R
=
1
1
4
6
.0
0
'
442.85 LF 8" PVC
R=1146.00'
279.33 LF 8" PVC
S89°29'01"E
252.00 LF 12" PVC
S89°29'01"E
263.15 LF 8" PVC
N89°29'01"W
195.19 LF 8" PVC
R=912.93'
187.13 LF 8" PVC
N79°28'41"W
228.61 LF 8" PVC
S00°17'45"W
252.03 LF 8" PVC
S00°16'14"W
481.51 LF 12" PVC
N00°16'57"E
116.03 LF 8" PVC
N89°40'53"W
252.00 LF 8" PVC
N89°40'53"W
629.32 LF 8" PVC
N89°40'53"W
443.42 LF 8" PVC
N89°40'53"W
204.67 LF 12" PVC
S00°16'57"W
266.18 LF 8" PVC
N23°13'05"E
129.11 LF 8" PVC
N23°15'51"E
100.71 LF 8" PVC
N11°34'07"E
62.08 LF 8" PVC
N11°34'28"E
116.49 LF 8" PVC
N00°13'03"E
252.00 LF 8" PVC
N00°16'12"E
PROJECT BOUNDARY
8''SS
18''SS 18''SS 18''SS 18''SS 18''SS
18''SS
18''SS
18''SS 18''SS 18''SS
8''SS 8''SS 8''SS 8''SS
8'
'SS 8''SS 8''SS 8''SS 8''SS
8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''S
S 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
18''SS 18''SS 18''SS 18''SS
8''W 8''W 8''W 8''W 8''W
8''W
8''W
8''W
12''W 12''W 12''W 12''W 12''W 12''W
8''W 8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8
''W
8''W
8''W
8''W
8''W
8''W
8''W 8''W 8''W 8''W 8''W
8''W
8''W
8''W 8''W 8''W 8''W 8''W
8''W 8''W 8''W 8''W
8''W 8''W 12''W 12''W 12''W 12''W 12''W
8''W 8''W
8''W 8''W 8''W 8''W 8''W
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
8''W8''W 8''W8''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
18''SS
18''SS
8''SS
8''SS 8''SS 8''SS 8''SS 8''S
S 8''SS
8''SS 8''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
12''W 12''W 12''W
8''W 8''W
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
12"x8" CROSS w/TB
1 - 12" G.V. (E)
1 - 8" (N)
N: 18644.97
E: 12234.75
12"x8" TEE w/TB
1 - 12" G.V. (N)
1 - 8" G.V. (E)
N: 18642.71
E: 12486.74
12"x8" CROSS w/TB
2 - 12" G.V. (N, S)
2- 8" G.V. (W, E)
N: 19124.21
E: 12489.12
8" TEE w/TB
2 - 8" G.V. (S, W)
N: 19125.61
E: 12237.12
8" TEE w/TB
2 - 8" G.V. (N, W)
N: 18896.98
E: 12236.00
8" TEE w/TB
2 - 8" G.V. (N, E)
N: 18951.81
E: 11594.91
8" CROSS w/TB
4 - 8" G.V. (N, E, S, W)
N: 18735.89
E: 11524.31
8" CROSS w/TB
4 - 8" G.V. (N, E, S, W)
N: 19129.05
E: 11607.78
BEGIN PIPE
DEFLECTION
N: 18647.49
E: 11955.43
BEGIN PIPE
DEFLECTION
N: 18899.35
E: 11972.85
END PIPE
DEFLECTION
N: 18917.71
E: 11778.51
11.25° BEND w/TB
N: 19012.62
E: 11607.37
11.25° BEND w/TB
N: 18853.14
E: 11574.72
8"x6" SWIVEL TEE w/TB
1 - 6" G.V. (N)
& FH ASSEMBLY
N: 19124.05
E: 12517.84
8"x6" SWIVEL TEE w/TB
1 - 6" G.V. (N)
& FH ASSEMBLY
N: 18642.43
E: 12516.87
12"x6" SWIVEL TEE w/TB
1 - 6" G.V. (N)
& FH ASSEMBLY
N: 18644.75
E: 12259.65
8"x6" SWIVEL TEE w/TB
1 - 6" G.V. (N)
& FH ASSEMBLY
N: 18897.44
E: 12184.37
8"x6" SWIVEL TEE w/TB
1 - 6" G.V. (N)
& FH ASSEMBLY
N: 18902.94
E: 11879.27
8"x6" SWIVEL TEE w/TB
1 - 6" G.V. (N)
& FH ASSEMBLY
N: 18657.66
E: 11813.09
8"x6" SWIVEL TEE w/TB
1 - 6" G.V. (N)
& FH ASSEMBLY
N: 19084.07
E: 11607.64
8"x6" SWIVEL TEE w/TB
1 - 6" G.V. (N)
& FH ASSEMBLY
N: 19126.74
E: 12033.02
8"x6" SWIVEL TEE w/TB
1 - 6" G.V. (N)
& FH ASSEMBLY
N: 19130.26
E: 11399.02
8"x6" SWIVEL TEE w/TB
1 - 6" G.V. (N)
& FH ASSEMBLY
N: 18687.35
E: 11503.49
MATCHLINE-SEE SHEET UT03
MATCHLINE-SEE SHEET UT06
MATCHLINE-SEE SHEET UT02
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED 8" WATER MAIN
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED WATER SERVICE/METER
PROPOSED 12" SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
PROPOSED ELECTRIC
W 8"
PROPOSED 8" SANITARY SEWER SS 8"
SS 12"
PROPOSED WATER LOWERING
PROPOSED MANHOLE
PROPOSED 4" UNDERDRAIN UD
SAN
WTR
GAS
LEGEND:
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF
SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER
PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY
CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION.
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 WATER MAINS SHALL BE 4.5' AND MAXIMUM COVER SHALL BE 5.5' UNLESS OTHERWISE NOTED.
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 ARE NOT TO SCALE AND ARE ONLY GRAPHICALLY REPRESENTED.
7. UTILITY SERVICES SHOWN ARE SCHEMATIC 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, TRACT, EASEMENTS AND OTHER SURVEY INFORMATION.
10. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL STREET CUT LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR.
ALL REPAIRS TO BE PER THE CITY STREET REPAIR STANDARDS.
11. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL
MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
12. SEE SHEET EX01 FOR EXISTING BOUNDARY CORNER COORDINATES.
NOTES:
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
KEYMAP
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
UT01
UT03
UT05
UT07 UT08
UT06
UT04
UT02
UT09-10
(OFFSITE)
LOT 6 LOT 13
LOT 8 LOT 9
LOT 8 LOT 11
LOT 12
LOT 10
LOT 9.
LOT 3 LOT 4
LOT 12 LOT 11
LOT 1 LOT 2
LOT 14 LOT 13
LOT 1
LOT 2
LOT 11
LOT 12
LOT 13
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 12
LOT 13
LOT 14
LOT 15
LOT 16
LOT 17
LOT 18
LOT 19
LOT 20
LOT 21
BLOCK 5
BLOCK 6
BLOCK 7
BLOCK 11
BLOCK 12
BLOCK 1
BLOCK 1
BLOCK 4
BLOCK 4
BLOCK 5
BLOCK 6
BLOCK 8
BLOCK 12
TRACT M
TRACT K
TRACT N
TRACT L
TRACT O
TRACT E
396.34 LF 8" PVC
R=1500.00'
175.03 LF 8" PVC
N53°18'31"W
91.24 LF8" PVC
N65°27'33"W
64.10 LF 8" PVC
N78°12'33"W
82.97 LF 8" PVC
N78°12'33"W
84.15 LF 8" PVC
S89°44'23"W
142.51 LF 12" PVC
S79°37'18"W
168.21 LF 12" PVC
S69°52'17"W
17.10 LF 12" PVC
S71°37'51"W
30.56 LF 8" PVC
N17°32'19"W
109.67 LF 8" PVC
N07°28'54"W
130.23 LF 8" PVC
N07°28'54"W
46.06 LF 8" PVC
N36°01'06"E
226.86 LF 8" PVC
R=15040.23'
106.19 LF 8" PVC
N89°16'30"E
91.17 LF 8" PVC
S89°59'19"E
147.30 LF 8" PVC
S80°46'55"E
6.07 LF 8" PVC
S80°46'55"E
168.85 LF 8" PVC
S69°31'55"E
61.67 LF 8" PVC
S59°47'31"E
1
4
8
.
2
8
L
F
8
"
P
V
C
R
=
1
1
4
2
.8
6
'
62.62 LF 8" PVC
S52°22'07"E
443.42 LF 8" PVC
N89°40'53"W
35.23 LF 8" PVC
N45°00'00"W
227.22 LF 8" PVC
N00°00'00"E
264.26 LF 12" PVC
S00°16'10"E
85.38 LF 8" PVC
S10°13'05"W
112.58 LF 8" PVC
S11°47'27"W
136.91 LF 8" PVC
S23°02'27"W
10.55 LF 8" PVC
S34°17'27"W
PROJECT BOUNDARY
8''SS 8''SS 8''SS
8''SS 8''SS 8''SS
8''SS 8''SS 8
''SS
8''SS 8''SS 8''SS 8''SS 8''SS
8''SS 8''SS 8''SS 8''SS
8''SS 8''SS
8''SS 8''SS
8
''SS 8''SS 8''SS 8''SS
8''SS 8''SS 8''SS
8''SS
8''SS 8''SS 8''SS 8''SS 8''SS
8''SS
8''SS 8''SS 8''SS 8''SS
8''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
12''W 12''W 12''W 12''W
8''W 8''W 8''W
8''W 8''W 8''W 8''W 8''W
12''W 12''W 12''W
12''W
12''W
12''W
8''W 8''W 8''W 8'
'W
12''W 12''W 12''W
12''W 12''W 12''W 12''W 12''W
8''SS 8''SS
8''SS 8''SS 8''S
S 8''SS
8''SS 8''SS
8''SS 8''SS 8''SS
8''SS 8''SS 8''SS 8
''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
12
''W 12''W 12''W
8''W 8''W 8''W
8''W 8''W
8''W 8''W 8''W
8''W 8''W
8''W 8''W 8''W
8''W
8''W
8''W
8
''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W 8''W 8''W 8''W 8''W
8''W 8''W
8''S
S 8''SS 8''SS
8''W 8''W 8''W 8''W 8''W
8''W 8''W 8''W
8''W
8" TEE w/TB
3 - 8" G.V. (S, W)
N: 19098.53
E: 10875.09
12"x8" CROSS w/TB
2 - 12" G.V. (N, S)
2- 8" G.V. (W, E)
N: 19122.19
E: 10638.51
12"x8" CROSS w/JR
2 - 12" G.V. (N, S)
1- 8" G.V. (W)
1 - 6" G.V. (E)
N: 18860.39
E: 10639.74
8" TEE w/TB
2 - 8" G.V. (W, S)
N: 18695.47
E: 11067.23
END PIPE
DEFLECTION
N: 18688.22
E: 11076.97
11.25° BEND w/TB
N: 18792.80
E: 10936.61
11.25° BEND w/TB
N: 18830.70
E: 10853.62
8" TEE w/TB
2 - 8" G.V. (W, S)
N: 18843.75
E: 10790.84
11.25° BEND w/TB
N: 18860.75
E: 10709.65
11.25° BEND w/TB
N: 18860.37
E: 10625.50
11.25° BEND w/TB
N: 18834.69
E: 10485.32
12"x8" TEE w/TB
1 - 12" G.V. (E)
1 - 8" G.V. (N)
N: 18775.30
E: 10322.62
BEGIN PIPE
DEFLECTION
N: 18771.42
E: 10311.16
END PIPE
DEFLECTION
N: 18744.10
E: 10144.40
45° BEND w/TB
N: 19042.30
E: 10282.17
45° BEND w/TB
N: 19079.37
E: 10309.59
11.25° BEND w/TB
N: 19120.85
E: 10532.33
11.25° BEND w/TB
N: 19122.17
E: 10729.67
11.25° BEND w/TB
N: 19097.63
E: 10881.07
11.25° BEND w/TB
N: 19038.60
E: 11039.23
END PIPE
DEFLECTION
N: 19007.53
E: 11092.54
BEGIN PIPE
DEFLECTION
N: 18924.83
E: 11215.49
END PIPE
DEFLECTION
N: 18886.60
E: 11265.09
45° BEND w/TB
N: 19131.58
E: 11164.40
45° BEND w/TB
N: 19156.49
E: 11139.48
11.25° BEND w/TB
N: 18733.59
E: 10767.86
END PIPE
DEFLECTION
N: 18598.89
E: 10708.33
11.25° BEND w/TB
N: 18607.60
E: 10714.28
11.25° BEND w/TB
N: 18832.83
E: 10309.68
8"x6" SWIVEL TEE w/TB
& FH ASSEMBLY
N: 19122.19
E: 10666.02
8"x6" SWIVEL TEE w/TB
& FH ASSEMBLY
N: 19033.45
E: 11048.03
12"x6" SWIVEL TEE w/TB
1 - 6" G.V. (N)
& FH ASSEMBLY
N: 18788.82
E: 10360.15
12"x6" SWIVEL TEE w/TB
& FH ASSEMBLY
N: 18890.71
E: 10639.58
8"x6" SWIVEL TEE w/TB
1 - 6" G.V. (S)
& FH ASSEMBLY
N: 18802.54
E: 10915.23
8"x6" SWIVEL TEE w/TB
& FH ASSEMBLY
N: 18623.17
E: 11167.98
8" TEE w/TB
2 - 8" G.V. (E, S)
N: 18860.41
E: 10647.44
11.25° BEND w/TB
N: 18852.30
12"x6" SWIVEL TEE w/TB E: 10647.60
& FH ASSEMBLY
N: 18743.01
E: 10086.20
11.25° BEND w/TB
N: 18689.42
E: 10622.95
8"x6" SWIVEL TEE w/TB
& FH ASSEMBLY
N: 18568.51
E: 10554.71
TIE INTO
EXISTING 16" MAIN
N: 18740.94
E: 9972.04
164.73 LF 8" PVC
N08°36'23"E
399.17 LF 8" PVC
N29°26'21"E
MATCHLINE-SEE SHEET UT04
MATCHLINE-SEE SHEET UT05
MATCHLINE-SEE SHEET UT01
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED 8" WATER MAIN
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED WATER SERVICE/METER
PROPOSED 12" SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
PROPOSED ELECTRIC
W 8"
PROPOSED 8" SANITARY SEWER SS 8"
SS 12"
PROPOSED WATER LOWERING
PROPOSED MANHOLE
PROPOSED 4" UNDERDRAIN UD
SAN
WTR
GAS
LEGEND:
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF
SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER
PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY
CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION.
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 WATER MAINS SHALL BE 4.5' AND MAXIMUM COVER SHALL BE 5.5' UNLESS OTHERWISE NOTED.
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 ARE NOT TO SCALE AND ARE ONLY GRAPHICALLY REPRESENTED.
7. UTILITY SERVICES SHOWN ARE SCHEMATIC 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, TRACT, EASEMENTS AND OTHER SURVEY INFORMATION.
10. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL STREET CUT LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR.
ALL REPAIRS TO BE PER THE CITY STREET REPAIR STANDARDS.
11. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL
MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
12. SEE SHEET EX01 FOR EXISTING BOUNDARY CORNER COORDINATES.
NOTES:
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
KEYMAP
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
UT01
UT03
UT05
UT07 UT08
UT06
UT04
UT02
UT09-10
(OFFSITE)
8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
18''SS 18''SS 18''SS 18''SS 18''SS 18''SS
12''W 12''W 12''W 12''W 12''W 12''W 12''W
12''W
12''W 12''W 12''W 12''W 12''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W
12''W
12''W
8''W12''W 8''W 8''W 8''W 8''W 8''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
8''SS8''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''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
12''W 12''W 12''W 12''W 12''W
8''W 8''W
18''SS 18''SS 18''SS 18''SS 18''SS
12"x8" CROSS w/TB
2 - 12" G.V. (N, E)
2 - 8" G.V. (W, S))
N: 19381.11
E: 11609.00
45° BEND w/TB
N: 19376.47
E: 12443.03
45° BEND w/TB
N: 19328.88
E: 12490.13
8"x6" SWIVEL TEE
1 - G.V. (S)
& FH ASSEMBLY
N: 19612.93
E: 11641.57
45° BEND w/TB
1 - G.V. (S)
& FH ASSEMBLY
N: 19607.60
E: 12597.45
12"x8" TEE w/TB
1 - 12" G.V. (W)
1 - 8" G.V. (S)
N: 19613.10
E: 11610.02
8"x6" SWIVEL TEE
1 - G.V. (N)
& FH ASSEMBLY
N: 19378.41
E: 12090.37
8"x6" SWIVEL TEE
1 - G.V. (N)
& FH ASSEMBLY
N: 19380.95
E: 11633.87
MATCHLINE-SEE SHEET UT01
MATCHLINE-SEE SHEET UT04
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED 8" WATER MAIN
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED WATER SERVICE/METER
PROPOSED 12" SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
PROPOSED ELECTRIC
W 8"
PROPOSED 8" SANITARY SEWER SS 8"
SS 12"
PROPOSED WATER LOWERING
PROPOSED MANHOLE
PROPOSED 4" UNDERDRAIN UD
SAN
WTR
GAS
LEGEND:
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF
SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER
PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY
CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION.
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 WATER MAINS SHALL BE 4.5' AND MAXIMUM COVER SHALL BE 5.5' UNLESS OTHERWISE NOTED.
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 ARE NOT TO SCALE AND ARE ONLY GRAPHICALLY REPRESENTED.
7. UTILITY SERVICES SHOWN ARE SCHEMATIC 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, TRACT, EASEMENTS AND OTHER SURVEY INFORMATION.
10. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL STREET CUT LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR.
ALL REPAIRS TO BE PER THE CITY STREET REPAIR STANDARDS.
11. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL
MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
12. SEE SHEET EX01 FOR EXISTING BOUNDARY CORNER COORDINATES.
NOTES:
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
KEYMAP
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
UT01
UT03
UT05
UT07 UT08
UT06
UT04
UT02
UT09-10
(OFFSITE)
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
12"x8" TEE w/TB
1 - 12" G.V. (E)
1 -8" G.V. (S)
N: 19617.07
E: 10888.26
8" TEE w/TB
2 - 8" G.V. (S, E)
N: 19383.66
E: 11139.46
45° BEND w/TB
N: 19618.38
E: 10661.01
45° BEND w/TB
N: 19593.72
E: 10636.34
8"x6" SWIVEL TEE
1 - G.V. (W)
& FH ASSEMBLY
N: 19565.30
E: 10888.48
8"x6" SWIVEL TEE
1 - G.V. (W)
& FH ASSEMBLY
N: 19563.90
E: 11140.49
12"x8" TEE w/TB
1 - 12" G.V. (E)
1 -8" G.V. (S)
w/ FH ASSEMBLY
N: 19615.67
E: 11140.27
8"x6" SWIVEL TEE
1 - G.V. (W)
& FH ASSEMBLY
N: 19331.94
E: 11139.48
PROPOSED RIGHT-OF-WAY
EXISTING WATER MAIN
PROPOSED 8" WATER MAIN
PROPOSED STORM SEWER
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
PROPOSED SEWER SERVICE S
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED WATER SERVICE/METER
PROPOSED 12" SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOTLINE
EASEMENT LINE
PROPERTY BOUNDARY
PROPOSED ELECTRIC
W 8"
PROPOSED 8" SANITARY SEWER SS 8"
SS 12"
PROPOSED WATER LOWERING
PROPOSED MANHOLE
PROPOSED 4" UNDERDRAIN UD
SAN
WTR
GAS
LEGEND:
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF
SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL
UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER
PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY
CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION.
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 WATER MAINS SHALL BE 4.5' AND MAXIMUM COVER SHALL BE 5.5' UNLESS OTHERWISE NOTED.
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 ARE NOT TO SCALE AND ARE ONLY GRAPHICALLY REPRESENTED.
7. UTILITY SERVICES SHOWN ARE SCHEMATIC 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, TRACT, EASEMENTS AND OTHER SURVEY INFORMATION.
10. THE LIMITS OF STREET CUT ARE APPROXIMATE. FINAL STREET CUT LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR.
ALL REPAIRS TO BE PER THE CITY STREET REPAIR STANDARDS.
11. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL
MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1
4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
12. SEE SHEET EX01 FOR EXISTING BOUNDARY CORNER COORDINATES.
NOTES:
MATCHLINE-SEE SHEET UT02
MATCHLINE-SEE SHEET UT03
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
KEYMAP
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
UT01
UT03
UT05
UT07 UT08
UT06
UT04
UT02
UT09-10
(OFFSITE)
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR
TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION.
THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE)
PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION.
2. REFER TO THE PLAT FOR LOT, TRACT, 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 RIGHT-OF-WAY ARE OVERLOT CONTOURS. CONTOURS
SHOWN WITHIN THE STREET RIGHT-OF-WAY ARE FINISHED GRADE.
5. 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.
9. FHA GRADING TO BE PROVIDED WITH FINAL COMPLIANCE DOCUMENTS.
10. SEE SECTION 3.4.1 OF LANDUSE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER
ZONE.
11. REVEGITATION SHALL BE PER THE APPROVED LANDSCAPE PLAN.
12. FHA GRADING SHOWN FOR REFERENCE ONLY. LOT SPECIFIC PLOT PLANS TO BE SUBMITTED TO THE
CITY FOR APPROVAL ONCE INDIVIDUAL FOOTPRINTS ARE DETERMINED.
PROPOSED STORM INLET
2.0%
(47.45)
EXISTING SPOT ELEVATION
PROPOSED LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
PROPOSED RIGHT OF WAY
LEGEND: NOTES:
4900
4900
LOT TEMPLATE A B
KEYMAP
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
GR01
GR03
GR05
GR07 GR08
GR06
GR04
GR02
1.02%
2.85%
3.45%
3.69%
2.80%
5.92%
5.24%
9.74%
11.08%
6.67%
PROPOSED
WATER
QUALITY
PROPOSED
WATER
QUALITY
PROPOSED WETLANDS
PROPOSED
EDGE OF PAVEMENT
MATCHLINE-SEE SHEET GR08
MATCHLINE-SEE SHEET GR05
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED PAN
EXISTING CONTOUR
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY
COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN
APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR
TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION.
THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE)
PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION.
2. REFER TO THE PLAT FOR LOT, TRACT, 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 RIGHT-OF-WAY ARE OVERLOT CONTOURS. CONTOURS
SHOWN WITHIN THE STREET RIGHT-OF-WAY ARE FINISHED GRADE.
5. 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.
9. FHA GRADING TO BE PROVIDED WITH FINAL COMPLIANCE DOCUMENTS.
10. SEE SECTION 3.4.1 OF LANDUSE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER
ZONE.
11. REVEGITATION SHALL BE PER THE APPROVED LANDSCAPE PLAN.
12. FHA GRADING SHOWN FOR REFERENCE ONLY. LOT SPECIFIC PLOT PLANS TO BE SUBMITTED TO THE
CITY FOR APPROVAL ONCE INDIVIDUAL FOOTPRINTS ARE DETERMINED.
PROPOSED STORM INLET
2.0%
(47.45)
EXISTING SPOT ELEVATION
PROPOSED LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
PROPOSED RIGHT OF WAY
LEGEND: NOTES:
4900
4900
LOT TEMPLATE A B
KEYMAP
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
GR01
GR03
GR05
GR07 GR08
GR06
GR04
GR02
B
B
B
B
B
B
B
B
B
B
B B
B
B
B B
B B
B
B
B
B B
B
B B
B B
B B
B
B
B
B
B
B
B
B
LOT 15
LOT 14
LOT 13
LOT 12 LOT 21
LOT 20
LOT 19
LOT 18
LOT 14
LOT 13
LOT 12
LOT 11
LOT 22
LOT 23
LOT 9 LOT 24
LOT 10
LOT 11
LOT 10
LOT 9
LOT 8
LOT 7
LOT 35
LOT 34
LOT 33
LOT 32
LOT 31
LOT 30
LOT 29
LOT 36
LOT 37
LOT 6
LOT 5
LOT 6 LOT 27
LOT 12
LOT 11
LOT 24
LOT 25
LOT 34
LOT 13
LOT 12
LOT 11
LOT 23
LOT 24
LOT 22
LOT 21
LOT 25
LOT 26
LOT 27
LOT 28
LOT 29
LOT 30
LOT 6
LOT 7
LOT 8
LOT 9
LOT 27
LOT 8
LOT 7 LOT 26
LOT 25
LOT 38
LOT 39
LOT 40
LOT 4
LOT 3
LOT 2
LOT 1
LOT 28
LOT 29
LOT 30
LOT 31
LOT 32
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 20
LOT 19
LOT 18
LOT 17
LOT 14
LOT 15
LOT 16
LOT 22
LOT 21
LOT 20
LOT 19
LOT 18
LOT 17
LOT 16
LOT 15
LOT 14
LOT 13
LOT 26
LOT 10
LOT 9
LOT 10
TRACT I
TRACT K
TRACT E
TRACT F
TRACT J
TRACT H TRACT G
TRACT E
TRACT E
TRACT E
TRACT E
TRACT E
TRACT B
TRACT BB
BLOCK 1
BLOCK 4
BLOCK 4
BLOCK 1
BLOCK 2
BLOCK 2
BLOCK 3
BLOCK 3
BLOCK 2
BLOCK 2
TRACT AA
VICOT WAY
ALLEY AA
ZEPPELIN WAY
TIGERCAT WAY
VICOT WAY
COMET STREET
ALLEY C
TIMBERLINE
1.28%
1.30%
0.75%
1.09%
0.71%
1.02%
12.03%
9.74%
1.30%
PROPOSED WATER QUALITY
PLD SWALE
FUTURE
PARK SITE
PROPOSED
EDGE OF PAVEMENT
MATCHLINE-SEE SHEET GR05
MATCHLINE-SEE SHEET GR08
MATCHLINE-SEE SHEET GR04
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED PAN
EXISTING CONTOUR
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY
COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN
APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR
TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION.
THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE)
PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION.
2. REFER TO THE PLAT FOR LOT, TRACT, 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 RIGHT-OF-WAY ARE OVERLOT CONTOURS. CONTOURS
SHOWN WITHIN THE STREET RIGHT-OF-WAY ARE FINISHED GRADE.
5. 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.
9. FHA GRADING TO BE PROVIDED WITH FINAL COMPLIANCE DOCUMENTS.
10. SEE SECTION 3.4.1 OF LANDUSE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER
ZONE.
11. REVEGITATION SHALL BE PER THE APPROVED LANDSCAPE PLAN.
12. FHA GRADING SHOWN FOR REFERENCE ONLY. LOT SPECIFIC PLOT PLANS TO BE SUBMITTED TO THE
CITY FOR APPROVAL ONCE INDIVIDUAL FOOTPRINTS ARE DETERMINED.
PROPOSED STORM INLET
2.0%
(47.45)
EXISTING SPOT ELEVATION
PROPOSED LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
PROPOSED RIGHT OF WAY
LEGEND: NOTES:
4900
4900
LOT TEMPLATE A B
KEYMAP
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
GR01
GR03
GR05
GR07 GR08
GR06
GR04
GR02
B
B
B
B
B
B
B
B
B
B
B B
B
B
B B
B B
B
B
B
B B
B
B B
B B
B B
B
B
B
B
B
B
B
B
LOT 15
LOT 14
LOT 13
LOT 12 LOT 21
LOT 20
LOT 19
LOT 18
LOT 14
LOT 13
LOT 12
LOT 11
LOT 22
LOT 23
LOT 9 LOT 24
LOT 10
LOT 11
LOT 10
LOT 9
LOT 8
LOT 7
LOT 35
LOT 34
LOT 33
LOT 32
LOT 31
LOT 30
LOT 29
LOT 36
LOT 37
LOT 6
LOT 5
LOT 6 LOT 27
LOT 12
LOT 11
LOT 24
LOT 25
LOT 34
LOT 13
LOT 12
LOT 11
LOT 23
LOT 24
LOT 22
LOT 21
LOT 25
LOT 26
LOT 27
LOT 28
LOT 29
LOT 30
LOT 6
LOT 7
LOT 8
LOT 9
LOT 27
LOT 8
LOT 7 LOT 26
LOT 25
LOT 38
LOT 39
LOT 40
LOT 4
LOT 3
LOT 2
LOT 1
LOT 28
LOT 29
LOT 30
LOT 31
LOT 32
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 20
LOT 19
LOT 18
LOT 17
LOT 14
LOT 15
LOT 16
LOT 22
LOT 21
LOT 20
LOT 19
LOT 18
LOT 17
LOT 16
LOT 15
LOT 14
LOT 13
LOT 26
LOT 10
LOT 9
LOT 10
TRACT I
TRACT K
TRACT E
TRACT F
TRACT J
TRACT H TRACT G
TRACT E
TRACT E
TRACT E
TRACT E
TRACT E
TRACT B
TRACT BB
BLOCK 1
BLOCK 4
BLOCK 4
BLOCK 1
BLOCK 2
BLOCK 2
BLOCK 3
BLOCK 3
BLOCK 2
BLOCK 2
TRACT AA
VICOT WAY
ALLEY AA
ZEPPELIN WAY
TIGERCAT WAY
VICOT WAY
COMET STREET
ALLEY C
TIMBERLINE
1.28%
1.30%
0.75%
1.09%
0.71%
1.02%
12.03%
9.74%
1.30%
PROPOSED WATER QUALITY
PLD SWALE
FUTURE
PARK SITE
PROPOSED
EDGE OF PAVEMENT
MATCHLINE-SEE SHEET GR06
MATCHLINE-SEE SHEET GR07
MATCHLINE-SEE SHEET GR03
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED PAN
EXISTING CONTOUR
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY
COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN
APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR
TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION.
THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE)
PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION.
2. REFER TO THE PLAT FOR LOT, TRACT, 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 RIGHT-OF-WAY ARE OVERLOT CONTOURS. CONTOURS
SHOWN WITHIN THE STREET RIGHT-OF-WAY ARE FINISHED GRADE.
5. 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.
9. FHA GRADING TO BE PROVIDED WITH FINAL COMPLIANCE DOCUMENTS.
10. SEE SECTION 3.4.1 OF LANDUSE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER
ZONE.
11. REVEGITATION SHALL BE PER THE APPROVED LANDSCAPE PLAN.
12. FHA GRADING SHOWN FOR REFERENCE ONLY. LOT SPECIFIC PLOT PLANS TO BE SUBMITTED TO THE
CITY FOR APPROVAL ONCE INDIVIDUAL FOOTPRINTS ARE DETERMINED.
PROPOSED STORM INLET
2.0%
(47.45)
EXISTING SPOT ELEVATION
PROPOSED LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
PROPOSED RIGHT OF WAY
LEGEND: NOTES:
4900
4900
LOT TEMPLATE A B
KEYMAP
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
GR01
GR03
GR05
GR07 GR08
GR06
GR04
GR02
B B B B B B
B B B B B
B B B B
B B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
LOT 4 LOT 5
LOT 11 LOT 10
LOT 6 LOT 7
LOT 9 LOT 8
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
LOT 16
LOT 15
LOT 2 LOT 3 LOT 4
LOT 6 LOT 5
LOT 7
LOT 1 LOT 2 LOT 3
LOT 4 LOT 5 LOT 6 LOT 7
LOT 19 LOT 18 LOT 17 LOT 16
LOT 22 LOT 21 LOT 20 LOT 15
LOT 14 LOT 13
LOT 1 LOT 8 LOT 9 LOT 10
LOT 8
LOT 11
LOT 12
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6
LOT 9 LOT 8 LOT 7
LOT 11 LOT 10
LOT 12
LOT 3
LOT 2
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 1
LOT 3 LOT 14
LOT 4
LOT 5
LOT 6
LOT 13
LOT 12
LOT 11
LOT 7 LOT 10
LOT 8
LOT 9
LOT 1 LOT 16
LOT 2 LOT 15
LOT 2 LOT 3 LOT 4 LOT 5 LOT 6
LOT 7 LOT 8 LOT 9 LOT 7
LOT 5 LOT 6 LOT 10 LOT 11 LOT 1 LOT 8
LOT 3 LOT 4
LOT 2
LOT 1
LOT 1
LOT 2
LOT 3
LOT 6
LOT 10
LOT 11
LOT 4
LOT 5
LOT 7
LOT 8
LOT 9
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 1 LOT 2 LOT 3 LOT 4
LOT 5 LOT 6
LOT 7
LOT 9 LOT 8
LOT 12 LOT 11 LOT 10
LOT 13
TRACT T
TRACT S
TRACT R
TRACT Q
TRACT U
BLOCK 10
BLOCK 18
BLOCK 19
BLOCK 21
BLOCK 22
BLOCK 23
BLOCK 17
BLOCK 12
BLOCK 13
BLOCK 11
BLOCK 15
BLOCK 16
BLOCK 16
BLOCK 23
BLOCK 22
BLOCK 24
BLOCK 14
BLOCK 13
COLEMAN STREET
SUPERCUB LANE
CONQUEST STREET
FAIRCHILD STREET
QUINBY STREET
FAIRCHILD STREET
STREET
ALLEY A
ALLEY A
ALLEY A
MARQUISE STREET
MATCHLINE-SEE SHEET GR03
MATCHLINE-SEE SHEET GR06
MATCHLINE-SEE SHEET GR02
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED PAN
EXISTING CONTOUR
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY
COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN
APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR
TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION.
THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE)
PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION.
2. REFER TO THE PLAT FOR LOT, TRACT, 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 RIGHT-OF-WAY ARE OVERLOT CONTOURS. CONTOURS
SHOWN WITHIN THE STREET RIGHT-OF-WAY ARE FINISHED GRADE.
5. 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.
9. FHA GRADING TO BE PROVIDED WITH FINAL COMPLIANCE DOCUMENTS.
10. SEE SECTION 3.4.1 OF LANDUSE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER
ZONE.
11. REVEGITATION SHALL BE PER THE APPROVED LANDSCAPE PLAN.
12. FHA GRADING SHOWN FOR REFERENCE ONLY. LOT SPECIFIC PLOT PLANS TO BE SUBMITTED TO THE
CITY FOR APPROVAL ONCE INDIVIDUAL FOOTPRINTS ARE DETERMINED.
PROPOSED STORM INLET
2.0%
(47.45)
EXISTING SPOT ELEVATION
PROPOSED LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
PROPOSED RIGHT OF WAY
LEGEND: NOTES:
4900
4900
LOT TEMPLATE A B
KEYMAP
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
GR01
GR03
GR05
GR07 GR08
GR06
GR04
GR02
B
B B
B
B
B
B
B
B
B
B B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
LOT 29
LOT 30
LOT 31
LOT 4
LOT 3
LOT 5
LOT 6
LOT 7
LOT 30
LOT 29
LOT 28
LOT 27
LOT 7
LOT 10
LOT 9
LOT 8
LOT 6
LOT 5
LOT 4
LOT 3
LOT 2
LOT 1
LOT 34
LOT 33
LOT 32
LOT 31
LOT 2
LOT 1
LOT 34
LOT 33
LOT 32
LOT 12
LOT 11
LOT 10
LOT 9
LOT 8
LOT 7
LOT 5 LOT 6
LOT 4
LOT 1
LOT 3
LOT 2
LOT 15
LOT 14
LOT 13
LOT 12
LOT 11
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 1
LOT 8
LOT 9
LOT 10
LOT 6 LOT 11
LOT 7 LOT 10
LOT 7
LOT 6 LOT 13
LOT 8 LOT 9
LOT 8 LOT 11
LOT 12
LOT 10
LOT 9.
LOT 3 LOT 4
LOT 12 LOT 11
LOT 1 LOT 2
LOT 14 LOT 13
LOT 1
LOT 2
LOT 11
LOT 12
LOT 13
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 12
LOT 13
LOT 14
LOT 15
LOT 16
LOT 17
LOT 18
LOT 19
LOT 20
LOT 21
TRACT M
TRACT K
TRACT N
TRACT L
TRACT O
TRACT E
BLOCK 11
BLOCK 8
BLOCK 7
BLOCK 6
BLOCK 12
BLOCK 6
BLOCK 5
BLOCK 5
BLOCK 1
BLOCK 1
BLOCK 4
BLOCK 4 BLOCK 12
TRACT B
NA
SYKES DRIVE
COLEMAN STREET
VICOT WAY
CONQUEST STREET
CONQUEST STREET
CONQUEST WAY
ALLEY A
ALLEY A
ALLEY A
ZEPPELIN WAY
SYKES DRIVE
ALLEY C
YEAGER STREET
TIMBERLINE
1.16%
1.87%
MATCHLINE-SEE SHEET GR04
MATCHLINE-SEE SHEET GR05
MATCHLINE-SEE SHEET GR01
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED PAN
EXISTING CONTOUR
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY
COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN
APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR
TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION.
THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE)
PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION.
2. REFER TO THE PLAT FOR LOT, TRACT, 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 RIGHT-OF-WAY ARE OVERLOT CONTOURS. CONTOURS
SHOWN WITHIN THE STREET RIGHT-OF-WAY ARE FINISHED GRADE.
5. 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.
9. FHA GRADING TO BE PROVIDED WITH FINAL COMPLIANCE DOCUMENTS.
10. SEE SECTION 3.4.1 OF LANDUSE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER
ZONE.
11. REVEGITATION SHALL BE PER THE APPROVED LANDSCAPE PLAN.
12. FHA GRADING SHOWN FOR REFERENCE ONLY. LOT SPECIFIC PLOT PLANS TO BE SUBMITTED TO THE
CITY FOR APPROVAL ONCE INDIVIDUAL FOOTPRINTS ARE DETERMINED.
PROPOSED STORM INLET
2.0%
(47.45)
EXISTING SPOT ELEVATION
PROPOSED LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
PROPOSED RIGHT OF WAY
LEGEND: NOTES:
4900
4900
LOT TEMPLATE A B
KEYMAP
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
GR01
GR03
GR05
GR07 GR08
GR06
GR04
GR02
2.95%
MATCHLINE-SEE SHEET GR01
MATCHLINE-SEE SHEET GR04
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED PAN
EXISTING CONTOUR
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY
COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN
APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR
TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION.
THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE)
PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION.
2. REFER TO THE PLAT FOR LOT, TRACT, 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 RIGHT-OF-WAY ARE OVERLOT CONTOURS. CONTOURS
SHOWN WITHIN THE STREET RIGHT-OF-WAY ARE FINISHED GRADE.
5. 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.
9. FHA GRADING TO BE PROVIDED WITH FINAL COMPLIANCE DOCUMENTS.
10. SEE SECTION 3.4.1 OF LANDUSE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER
ZONE.
11. REVEGITATION SHALL BE PER THE APPROVED LANDSCAPE PLAN.
12. FHA GRADING SHOWN FOR REFERENCE ONLY. LOT SPECIFIC PLOT PLANS TO BE SUBMITTED TO THE
CITY FOR APPROVAL ONCE INDIVIDUAL FOOTPRINTS ARE DETERMINED.
PROPOSED STORM INLET
2.0%
(47.45)
EXISTING SPOT ELEVATION
PROPOSED LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
PROPOSED RIGHT OF WAY
LEGEND: NOTES:
4900
4900
LOT TEMPLATE A B
KEYMAP
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
GR01
GR03
GR05
GR07 GR08
GR06
GR04
GR02
1.11%
MATCHLINE-SEE SHEET GR02
MATCHLINE-SEE SHEET GR03
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED PAN
EXISTING CONTOUR
PROPOSED CURB AND GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY
COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN
APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE
LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR
TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION.
THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE)
PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION.
2. REFER TO THE PLAT FOR LOT, TRACT, 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 RIGHT-OF-WAY ARE OVERLOT CONTOURS. CONTOURS
SHOWN WITHIN THE STREET RIGHT-OF-WAY ARE FINISHED GRADE.
5. 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.
9. FHA GRADING TO BE PROVIDED WITH FINAL COMPLIANCE DOCUMENTS.
10. SEE SECTION 3.4.1 OF LANDUSE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER
ZONE.
11. REVEGITATION SHALL BE PER THE APPROVED LANDSCAPE PLAN.
12. FHA GRADING SHOWN FOR REFERENCE ONLY. LOT SPECIFIC PLOT PLANS TO BE SUBMITTED TO THE
CITY FOR APPROVAL ONCE INDIVIDUAL FOOTPRINTS ARE DETERMINED.
PROPOSED STORM INLET
2.0%
(47.45)
EXISTING SPOT ELEVATION
PROPOSED LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
PROPOSED RIGHT OF WAY
LEGEND: NOTES:
4900
4900
LOT TEMPLATE A B
KEYMAP
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
GR01
GR03
GR05
GR07 GR08
GR06
GR04
GR02
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 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
LOT 15
LOT 14
LOT 13
LOT 12 LOT 21
LOT 20
LOT 19
LOT 18
LOT 15
LOT 14
LOT 13
LOT 12
LOT 11
LOT 22
LOT 23
LOT24 9 LOT
LOT 10
LOT 11
LOT 10
LOT 9
LOT 8
LOT 7
LOT 35
LOT 34
LOT 33
LOT 32
LOT 31
LOT 30
LOT 29
LOT 28
LOT 27
LOT 26
LOT 25
LOT 24
LOT 17
LOT 18
LOT 19
LOT 20
LOT 23
LOT 22
LOT 21
LOT 36
LOT 37
LOT 6
LOT 5
LOT27 6 LOT
LOT 12
LOT 11
LOT 24
LOT 25
LOT 34
LOT 13
LOT 12
LOT 11
LOT 23
LOT 24
LOT 22
LOT 21
LOT 25
LOT 26
LOT 27
LOT 28
LOT 29
LOT 30
LOT 6
LOT 7
LOT 8
LOT 9
LOT 27
LOT 16 LOT 17
LOT 16
LOT 8
LOT 7 LOT 26
LOT 25
LOT 38
LOT 39
LOT 40
LOT 4
LOT 3
LOT 2
LOT 1
LOT 28
LOT 29
LOT 30
LOT 31
LOT 32
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 20
LOT 19
LOT 18
LOT 17
LOT 14
LOT 15
LOT 16
LOT 22
LOT 21
LOT 20
LOT 19
LOT 18
LOT 17
LOT 16
LOT 15
LOT 14
LOT 13
LOT 26
LOT 10
LOT 9
LOT 10
LOT 2 LOT 3 LOT 4
LOT 5 LOT 6 LOT 7
LOT11 12 LOT10 LOT
LOT14 15 LOT13 LOT
LOT 8
LOT 9 LOT 16
LOT 1 LOT 2
LOT 3 LOT 4 LOT 5 LOT 6 LOT 7
LOT12 13 LOT11 LOT10 LOT
LOT14 15 LOT
LOT 2 LOT 3 LOT 4
LOT 5 LOT 6 LOT 7
LOT 8 LOT 7
LOT2 1 LOT3 LOT4 LOT5 LOT6 LOT
LOT 1
LOT 1
LOT 9
LOT 8
LOT 8
LOT 16
LOT 2 LOT 3 LOT 4
LOT 5 LOT 6 LOT 7
LOT13 14 LOT12 LOT11 LOT10 LOT
LOT 15
LOT 8
LOT 9 LOT 16
LOT 1 LOT 2
LOT 3 LOT 4
LOT 5 LOT 6 LOT 7
LOT12 13 LOT11 LOT10 LOT
LOT14 15 LOT
LOT 1
LOT 9
LOT 8
LOT 16
LOT 2
LOT 1
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 19 LOT 18 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13
LOT 12 LOT 11
LOT 19 LOT 18 LOT 17 LOT 16 LOT 15
LOT 14
LOT 13 LOT 12 LOT 11
LOT5 4 LOT6 LOT7 LOT8 LOT
LOT8 7 LOT9 LOT10 LOT1 LOT2 LOT3 LOT
LOT 6
LOT 20 LOT 10
LOT4 3 LOT5 LOT9 LOT
LOT2 1 LOT
LOT14 15 LOT13 LOT15 LOT14 LOT13 LOT12 LOT11 LOT10 LOT
LOT16 17 LOT LOT16 12 LOT9 LOT
LOT 22
LOT 21
LOT 20 LOT 19
LOT 18
LOT 6
LOT 10
LOT 7
LOT 8
LOT 9
TRACT I
TRACTYTRACTX TRACTW
TRACT D
TRACTV
TRACTK
TRACTU
TR
ACT E
TRACT F
TRACTJ
TRACT H
TRACT Z
TRACT AA
TRACT C
TRACT G
TRACT E
TRACT E
TRACTE
TRACTE
TRACTE
TRACT E
TRACT E
TRACT B
TRACT BB
BLOCK 3
BLOCK 3
BLOCK 2
BLOCK 2
BLOCK 3
BLOCK 3
BLOCK 2
BLOCK 2
BLOCK 1
BLOCK 4
BLOCK 4
BLOCK 1
BLOCK 13
BLOCK 14
BLOCK 24
BLOCK 25
BLOCK 26
BLOCK 25
BLOCK 26
BLOCK 28
BLOCK 30
BLOCK 28
BLOCK 27
BLOCK 30
BLOCK 29
BLOCK 31 BLOCK 32
BLOCK 33
BLOCK 29
BLOCK 27
BLOCK 33
SYKES DRIVE
COMET STREET
RELIANT STREET
CRUSADER STREET
VICOT WAY
ALLEY AA
ZEPPELIN WAY
TIGERCATWAY
DASSAULT STREET
DELOZIER ROAD
VICOT WAY
ALLEY A ALLEY A
QUINBY STREET
CRUSADER STREET
ZEPPELIN WAY
ALLEY B
COMET STREET
ALLEY C
PHASE
1
PHASE
1
PHASE
1
2
PHASE
2
PHASE
4
CITY
PARK
1
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
MATCHLINE-SEE SHEET PH01
1. THE PHASE LINES SHOWN DELINEATE THE LOTS THAT ARE INCLUDED WITHIN A PHASE. GRADING AND
INSTALLATION OF INFRASTRUCTURE OUTSIDE THE LIMITS OF THE PHASE MAY BE REQUIRED.
2. 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 PER THE MOST CURRENT CITY STANDARDS.
3. THE PHASING DESIGNATIONS SHOWN ARE FOR REFERENCE ONLY, THEY MAY NOT HAVE ANY
RELATIONSHIP TO THE CONSTRUCTION SEQUENCE.
4. TEMPORARY FIRE HYDRANTS ARE REQUIRED AT THE UPSTREAM END OF ALL "DEAD-END" WATER LINES
IN EACH PHASE. THE FIRE HYDRANTS SHALL BE REMOVED UPON CONTINUATION OF THE WATER MAIN
DURING THE CONSTRUCTION OF THE NEXT PHASE.
5. SANITARY SEWER MAIN SHALL BE EXTENDED TO THE NEXT MANHOLE BEYOND THE PHASE LINE.
6. FOR DETAILED OVERLOT GRADING SEE SHEETS GR01-GR08
NOTES:
LEGEND:
PROJECT BOUNDARY
PHASE LINE
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
SS 8" NEXT MANHOLE
W 8" W 8"
SS 8"
CityDate Engineer
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
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.
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE
FOR ACCURACY AND COMPLETENESS.
GENERAL MANAGER
REVIEWED BY:
DATE:
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN REVIEW
PHASING LEGEND:
PHASE ONE -
PHASE TWO -
PHASE THREE -
PHASE FOUR -
PHASE FIVE-
PHASE SIX -
PHASE SEVEN -
PHASE EIGHT -
CITY PARK -
8''W 8''W 8''W
8''SS
8''SS 8''SS
8''SS 8''SS 8''SS
8''SS 8''SS 8''SS
12''W
12''W
8''W 8''W
12''W
8''W
8''W 8''W 8''W 8''W
12''W 12''W
8''W
12''W 12''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''W 8''W
8''W12''W 8''W 12''W
8''W 8''W
8''W
8''W
8''W
8''W
8''W
12''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W 8'
'W
8''W
8''W 8''W 8''W
18''SS 18''SS
8''W 8''W
8''W
8''SS
8''W 8''W
8''W
L
OT 30
LOT 31
LOT 4
LOT 3
LOT 5
LOT 6
LOT 7
LOT 30
LOT 29
LOT 28
LOT 27
LOT 7
LOT 9
LOT 8
LOT 6
LOT 5
LOT 4
LOT 3
LOT 2
LOT 1
LOT 34
LOT 33
LOT 32
LOT 31
LOT 2
LOT 1
LOT 34
LOT 33
LOT 32
LOT 12
LOT 11
LOT 10
LOT 9
LOT 8
LOT 7
LOT6 5 LOT
LOT 4
LOT 1
LOT 3
LOT 2
LOT 15
LOT 14
LOT 13
LOT 12
LOT 11
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 1
LOT 8
LOT 9
LOT 10
LOT 1
LOT 2.
LOT1 16 LOT
LOT 15
LOT14 3 LOT
LOT 4 LOT 13
LOT12 5 LOT
LOT 6 LOT 11
LOT10 7 LOT
LOT 7
LOT 6 LOT 13
LOT 5
LOT 14
LOT 4 LOT 15
LOT 3 LOT 16
LOT17 2 LOT
LOT 18
LOT 8 LOT 9
LOT 8 LOT 11
LOT 12
LOT 10
LOT 9.
LOT 2 LOT 3 LOT 4
LOT 5 LOT 6
LOT12 13 LOT11 LOT10 LOT
LOT 1
LOT 14
LOT 7
LOT8 9 LOT
LOT 3 LOT 4 LOT 5
LOT11 12 LOT10 LOT
LOT 1 LOT 2
LOT13 14 LOT
LOT 6 LOT 7
LOT8 9 LOT
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 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 19
LOT 20
LOT 21
LOT 2 LOT 3 LOT 4
LOT 7 LOT 6 LOT 5
LOT 1 LOT 2
LOT 3 LOT 4
LOT 5
LOT28 29 LOT27 LOT
LOT30 31 LOT LOT 25
LOT 7 LOT 8 LOT 9
LOT23 24 LOT
LOT 6
LOT 26
LOT 10 LOT 11 LOT 12 LOT 13
LOT 1
LOT 8
LOT 14
LOT 19
LOT21 22 LOT20 LOT
LOT 18
LOT 17
LOT 16
LOT 15
LOT 2 LOT 3 LOT 4
LOT5 6 LOT
LOT 7
LOT 1 LOT 2 LOT 3
LOT 4 LOT 5 LOT 6 LOT 7
LOT18 19 LOT17 LOT16 LOT
LOT21 22 LOT20 LOT LOT 15
LOT 14 LOT 13
LOT9 8 LOT10 LOT
LOT 1
LOT 8
LOT 11
LOT 12
LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6
LOT8 9 LOT7 LOT
LOT10 11 LOT
LOT 12
LOT 3
LOT 2
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 1
LOT 3 LOT 14
LOT 4
LOT 5
LOT 6
LOT 13
LOT 12
LOT 11
LOT10 7 LOT
LOT 8 LOT 9
LOT 1 LOT 16
LOT15 2 LOT
LOT 2 LOT 3 LOT 4 LOT 5 LOT 6
LOT7 7 LOT 8 LOT 9 LOT
LOT6 5 LOT11 LOT 10 LOT1 LOT8 LOT
LOT4 3 LOT
LOT 2
LOT 1
LOT 1
LOT 2
LOT 3
LOT 10
LOT 11
LOT 4
LOT 5
LOT 7
LOT 8
LOT 9
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 1 LOT 2 LOT 3
5,503 SQ.FT.
LOT 4 LOT 5
LOT 6
LOT 7
LOT8 9 LOT
LOT11 12 LOT10 LOT
LOT 13
TRACT T
TRACTS
TRACT R
TRACTP
TRACT M
TRACTK
TRACTN
TRACTL
TRACTQ
TRACT O
TRACT A
TRACT E
BLOCK 5
BLOCK 5
BLOCK 1
BLOCK 1
BLOCK 4
BLOCK 4 BLOCK 12
BLOCK 13
BLOCK 14
BLOCK 24
BLOCK 22
BLOCK 23
BLOCK 16
BLOCK 16
BLOCK 15
BLOCK 11
BLOCK 12
BLOCK 6
BLOCK 6
BLOCK 7
BLOCK 8
BLOCK 11
BLOCK 17 BLOCK 23
BLOCK 22
BLOCK 21
BLOCK 19
BLOCK 19
BLOCK 20 BLOCK 21
BLOCK 18
BLOCK 10
BLOCK 9
BLOCK 10
BLOCK 9
BLOCK 8
BLOCK 7
BARNSTORMER STREET
BIPLANE STREET
COLEMAN STREET
SUPERCUB LANE
CONQUEST STREET
VICOT WAY
NAVION LANE
VICOT WAY
YEAGER STREET
MARQUISE STREET
FAIRCHILD STREET
QUINBY STREET
FAIRCHILD STREET
SYKES DRIVE
BARNSTORMER STREET
BIPLANE STREET
COLEMAN STREET
VICOT WAY
CONQUEST STREET
CONQUEST STREET
CONQUEST WAY
ALLEY A
ALLEY A
ALLEY A
ALLE
Y A
ALLEY A
ALLEY A
MARQUISE STREET
ZEPPELIN WAY
SYKES DRIVE
PHASE
3
PHASE
2
PHASE
4
PHASE
3
PHASE
5
PHASE
5
PHASE
8
PHASE
6
PHASE
7
PHASE
8
PHASE
6
PHASE
1
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
MATCHLINE-SEE SHEET PH02
CityDate Engineer
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
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.
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE
FOR ACCURACY AND COMPLETENESS.
GENERAL MANAGER
REVIEWED BY:
DATE:
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN REVIEW
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
SS 8" NEXT MANHOLE
W 8" W 8"
SS 8"
1. THE PHASE LINES SHOWN DELINEATE THE LOTS THAT ARE INCLUDED WITHIN A PHASE. GRADING AND
INSTALLATION OF INFRASTRUCTURE OUTSIDE THE LIMITS OF THE PHASE MAY BE REQUIRED.
2. 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 PER THE MOST CURRENT CITY STANDARDS.
3. THE PHASING DESIGNATIONS SHOWN ARE FOR REFERENCE ONLY, THEY MAY NOT HAVE ANY
RELATIONSHIP TO THE CONSTRUCTION SEQUENCE.
4. TEMPORARY FIRE HYDRANTS ARE REQUIRED AT THE UPSTREAM END OF ALL "DEAD-END" WATER LINES
IN EACH PHASE. THE FIRE HYDRANTS SHALL BE REMOVED UPON CONTINUATION OF THE WATER MAIN
DURING THE CONSTRUCTION OF THE NEXT PHASE.
5. SANITARY SEWER MAIN SHALL BE EXTENDED TO THE NEXT MANHOLE BEYOND THE PHASE LINE.
6. FOR DETAILED OVERLOT GRADING SEE SHEETS GR01-GR08
NOTES:
LEGEND:
PROJECT BOUNDARY
PHASE LINE
PHASING LEGEND:
PHASE ONE -
PHASE TWO -
PHASE THREE -
PHASE FOUR -
PHASE FIVE-
PHASE SIX -
PHASE SEVEN -
PHASE EIGHT -
CITY PARK -
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
CityDate Engineer
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
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.
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE
FOR ACCURACY AND COMPLETENESS.
GENERAL MANAGER
REVIEWED BY:
DATE:
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN REVIEW
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
CityDate Engineer
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
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.
REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE
FOR ACCURACY AND COMPLETENESS.
GENERAL MANAGER
REVIEWED BY:
DATE:
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN REVIEW
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
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:
"FORT COLLINS VERTICAL CONTROL #92-3
2" ALUMINUM CAP STAMPED "92-3" SET OF THE SOUTH END OF EAST PARAPET WALL ON TIMVERLINE ROAD AT LARIMER WELD IRRIGATION DITCH.
ELEVATION 4965.66 (CITY OF FORT COLLINS 1929 VERTICAL DATUM)
"FORT COLLINS VERTICAL CONTROL #41-01"
ON THE NORTH SIDE OF EAST VINE DRIVE AND WEST OF 3024 EAST VINE DRIVE ON THE NORTH SIDE OF A ROUND ELECTRICAL VAULT.
ELEVATION 4966.54 (CITY OF FORT COLLINS, 1929 VERTICAL DATUM)
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.
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: ALTBIER STREET, TRAPPIST STREET, PILSNER STREET, PALE ALE STREET, SOUR STREET, PINT STREET, SHANDY STREET
Approved Variances are listed as follows: SIGHT DISTANCE TRIANGLES
LEVEL OF SERVICE AT TIMBERLINE / VINE INTERSECTION
CONSTRUCTION NOTES
A. GRADING AND EROSION CONTROL NOTES
1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site.
2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans.
3. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All other required erosion
control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion
control report.
4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently watered so
as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion control facilities shown herein.
5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area(s) required for
immediate construction operations, and for the shortest practical period of time.
6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or
disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside project street rights-of-way shall
remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is
installed, unless otherwise approved by the City/County.
7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall:
a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in order to ensure the
continued performance of their intended function.
b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector.
c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector.
8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and debris from all drainage
infrastructure and other public facilities.
9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of way, and make
sure streets and walkways are cleaned at the end of each working day.
10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into
any waters of the United States.
11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter silt
fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched.
12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the
maintenance over to the City/County or Homeowners Association (HOA).
13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or contaminated
water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and
sanitary waste. The developer shall at all times take whatever measures are necessary to assure the proper containment and disposal of pollutants on the site in
accordance with any and all applicable local, state, and federal regulations.
14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and located at least fifty
(50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout material will be removed and properly disposed
of prior to the area being restored.
15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever measures are
determined necessary, as directed by the City.
B. STREET IMPROVEMENT NOTES
1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here.
2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval, prior to any street
construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to
placement of any asphalt.
3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean
construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel cuts shall not be
allowed unless approved by the City of Fort Collins Engineer in Fort Collins.
4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the subgrade has been
inspected and approved by the City of Fort Collins Engineer.
5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed.
6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be
documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25, Reconstruction and Repair. The finished
patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay
work shall be coordinated with adjacent landowners such that future projects do not cut the new asphalt overlay work.
7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as per the
Right-of-Way Work Permit traffic control plan.
8. The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt. Gutters that hold
more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly.
9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is
proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base
material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires
inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits
excessive pumping or deformation, as determined by the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth,
non-yielding surface. The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of
an Inspector.
C. TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES
1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction Notes listed here.
2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic.
3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD.
4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads.
5. All lane lines for concrete pavement should be epoxy paint.
6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement of the same. Their
placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols.
7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards.
8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction.
9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings.
10. All sign posts shall utilize break-away assemblies and fasteners per the Standards.
11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies identified during the field
inspection must be corrected before the 2-year warranty period will begin.
12. The Developer installing signs shall be responsible for locating and protecting all underground utilities.
13. Special care shall be taken in sign location to ensure an unobstructed view of each sign.
14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort Collins Traffic Engineer
reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an unforeseen condition warrants such signage
according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-year warranty period for new construction
(except fair wear on traffic markings).
15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail.
D. STORM DRAINAGE NOTE
1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities
shall be the responsibility of the property owner(s).
2. All recommendations of the Preliminary Drainage and Erosion Control Reports for East Ridge dated September 09, 2015 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.
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
R
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
SEPTEMBER, 2015
UTILITY PLANS FOR:
REPLAT OF EAST RIDGE
COVER SHEET
GENERAL AND CONSTRUCTION NOTES
CV01
CV02
PROJECT BENCHMARKS:
BENCHMARKS
"FORT COLLINS VERTICAL CONTROL #92-3
2" ALUMINUM CAP STAMPED "92-3" SET OF THE SOUTH END OF EAST PARAPET WALL ON TIMVERLINE ROAD AT LARIMER
WELD IRRIGATION DITCH.
ELEVATION 4965.66 (CITY OF FORT COLLINS 1929 VERTICAL DATUM)
"FORT COLLINS VERTICAL CONTROL #41-01"
ON THE NORTH SIDE OF EAST VINE DRIVE AND WEST OF 3024 EAST VINE DRIVE ON THE NORTH SIDE OF A ROUND
ELECTRICAL VAULT.
ELEVATION 4966.54 (CITY OF FORT COLLINS, 1929 VERTICAL DATUM)
East Ridge Holdings LLC.
Landon Hoover
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
CTL Thompson Inc.
351 Linden Street, Unit 140
Fort Collins, Colorado 80524
(303) 206-9455
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
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
UTILITY CONTACT LIST: *
A REPLAT OF EAST RIDGE SUBDIVISION PLAT, SITUATE IN THE EAST HALF
OF SECTION 8 AND THE NORTHWEST
QUARTER OF SECTION 9, T7N, R68W OF THE 6TH P.M.; CITY OF FORT
COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
Galloway & Company
Rob Van Uffelen
3760 E. 15 Street, Suite 202
Loveland, Colorado 80538
(303) 770-8884
UTILITY PLAN REVIEW
BOXELDER SANITATION DISTRICT
UTILITY PLAN REVIEW
EAST LARIMER COUNTY WATER DISTRICT
E. VINE DRIVE
S. TIMBERLINE RD.
N. LEMAY AVE.
GAS Xcel Energy Stephanie Rich (970) 225-7828
ELECTRIC City of Fort Collins Light and 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 Karen Reynolds (970) 498-0604
STORMWATER City of Fort Collins Utilities Glen Schlueter (970) 221-6700
UTILITY COMPANY CONTACT PHONE NUMBER
* ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN
APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT,
PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION.
King Surveying Inc.
Steve Lund
650 East Garden Dr.
Windsor, Colorado 80550
(970) 686-5011
#
THESE PLANS ARE AN INSTRUMENT OF
SERVICE AND ARE THE PROPERTY OF
GALLOWAY, AND MAY NOT BE DUPLICATED,
DISCLOSED, OR REPRODUCED WITHOUT
THE WRITTEN CONSENT OF THE
ARCHITECT. COPYRIGHTS AND
INFRINGEMENTS WILL BE ENFORCED AND
PROSECUTED.
3760 E. 15th Street, Suite 202
Loveland, CO 80538
970.800.3300 O
www.gallowayUS.com
C 2015. Galloway & Company, Inc. All Rights Reserved
SHEET TITLE:
Date:
Drawn By:
Project No:
Checked By:
HFHLV0001.01
09/09/15
EAST RIDGE HOLDINGS
4801 Goodman Rd.
Timnath, CO 80547
970.674.1109
NOT FOR CONSTRUCTION
09/09/15
EX01-EX02 EXISTING CONDITIONS
GR01-PLANSGR08 GRADING
UT01-PLANSUT10 UTILITY
RD01-RD45 ROAD PLAN AND PROFILES
DR01 DRAINAGE PLAN
PH01-PH02 PHASING PLAN
TYPICAL ROAD SECTIONS
VICINITY MAP