HomeMy WebLinkAboutMASON STREET SUSTAINABLE DEVELOPMENT - PDP - PDP130038 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSLAUREL STREET
PROJECT SITE
MYRTLE STREET
MULBERRY STREET
COLLEGE AVENUE
S. MASON STREET
S. HOWES STREET
W. MAGNOLIA STREET
W. OLIVE STREET
CANYON AVENUE
W. OAK STREET
S. MELDRUM STREET
S. SHERWOOD STREET
PRELIMINARY UTILITY PLANS FOR
401 SOUTH MASON STREET
A PORTION OF LOTS 7 & 8, BLOCK 104, CITY OF FORT COLLINS, LOCATED IN THE SOUTHEAST
QUARTER OF SECTION 11, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
OCTOBER 2013
THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY
FOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLY
RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE
LOCAL ENTITY ENGINEER, OR THE LOCAL ENTITY 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 IN ANY REASON AS ACCEPTANCE OF FINANCIAL
RESPONSIBILITY BY THE LOCAL ENTITY FOR ADDITIONAL
QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED
DURING THE CONSTRUCTION PHASE.
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.
KEVIN BRAZELTON, PE #38837 DATE
SCALE: 1"=400'
VICINITY MAP
1
COVER SHEET
C0.00
COIN STREET MASON, LLC.
5425 TRADEWIND DRIVE
WINDSOR, CO 80528
PHONE: 970-224-1191
CONTACT: JUSTIN LARSON
UNITED CIVIL DESIGN GROUP, LLC
1501 ACADEMY CT., STE 203
FORT COLLINS, CO 80524
PHONE: 970-300-2508
CONTACT: KEVIN BRAZELTON
RIPLEY DESIGN INC.
401 WEST MOUNTAIN AVENUE, SUITE 100
FORT COLLINS, CO 80521
PHONE: 970-224-5828
CONTACT: DAMON HOLLAND
VAUGHT FRYE LARSON ARCHITECTS
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 two 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.
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 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 windblown 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 (striping, 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 cleanup 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 storm water 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/county.
16. A vehicle tracking control pad shall be installed when needed for construction equipment, including but not limited to personal vehicles exiting existing
roadways. No earthen materials, i.e. stone, dirt, etc. shall be placed in the curb & gutter or roadway as a ramp to access temporary stockpiles, staging areas,
construction materials, concrete washout areas, and/or building sites.
1. Water mains shall be DIP with polywrap or PVC with tracer wire.
2. Water mains shall be installed with 4.5 to 5.5 feet of cover unless otherwise approved.
3. HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and ASTM. The
HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. Tracer wire shall be installed with
the HDPE service, and shall extend up the curb stop. The curb stop shall be covered with a metal box and tracer wire test lid per City Water Detail 25.
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 local entity.
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 local entity engineer. Use of these
plans after the expiration date will require a new review and approval process by the local entity 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 local entity, as beneficiary of said
X X
X
X X
LOT 7
LOT 8
ST ST ST ST ST ST ST ST ST
ST ST ST ST ST
ST ST ST ST ST
ST ST ST ST
ST
E E E E E E E E
E E E E
E E E E
E
E
E E
E E E
W W W
W W W W W W W
W W W W
W
W W
W W
W W
W
W
W W W W
SS SS SS SS SS SS SS S
S SS SS SS SS SS SS SS SS SS SS SS
W W W W W W W W W W W W W W W W
W W W
W
E E E
E E E E
E E E E E E E
W W W W
W
S
SS SS SS
G G G G G G
G G G G G G
G G G G G G
G G G G G G G
G
G G G G
CTV
CTV
OHE OHE OHE OHE OHE OHE
MH
D
D
D
CABLE
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / /
X X
X
X X
LOT 7
LOT 8
PROPERTY BOUNDARY
EXISTING LOT LINE
EXISTING
"RR XING" SIGN
RELOCATED "DO NOT
STOP ON TRACKS" SIGN
EXISTING "SPEED
LIMIT" SIGN
CITY HIGH RISK FLOODWAY
CITY HIGH RISK FLOODWAY
CITY HIGH RISK 100-YEAR
FLOODPLAIN
PROPOSED PAVEMENT PATCH
(COORDINATE W/ UTILITY
INSTALLATION & REPLACE
EXISTING STRIPING)
RELOCATED "STOP" SIGN
BUILDING CORNER
N:129445.90
E:194131.30
BUILDING CORNER
N:129386.42
E:194130.89
BUILDING CORNER
N:129386.09
E:194178.35
4' SIDEWALK
PEDESTRIAN ACCESS RAMPS
ELECTRIC
TRANSFORMER PAD
BIKE
PARKING
10'
DRIVEWAY
12'
PROPOSED PAVEMENT PATCH
(COORDINATE W/ UTILITY
INSTALLATION & REPLACE
EXISTING STRIPING)
CONNECT TO
EXISTING WALK
CONNECT TO
EXISTING WALK
CONNECT TO EXISTING
CURB & GUTTER
CONNECT TO EXISTING
CURB & GUTTER ON EITHER
SIDE OF EXISTING INLET
CONNECT TO EXISTING
CURB & GUTTER ON EITHER
SIDE OF EXISTING INLET
CONNECT TO EXISTING
CURB & GUTTER
BIKE
PARKING
X X
X
X X
LOT 7
LOT 8
ST ST ST ST ST ST ST ST ST
ST ST ST ST ST
ST ST ST ST ST
ST ST ST ST
ST
E E E
E E E E E
E E E E
E E E E
E
W
W W
W W W W W W W
W
W
W W W W
SS
SS SS SS SS SS SS SS SS SS
SS SS SS SS SS SS SS SS SS
W W W W W W W W W W W W W W W W W W W
W
E E E
E E E E
E E E E E E E
W W W W
W
S
SS SS SS
G G G G G G
G G G G G G
G G G G G G
G G G
G
MH
D
D
D
2" W
2" W
2" W 2" W 2" W
6" F 6" F 6" F 6" F 6" F 6" F
2" W
2" W
2" W 2" W 2" W
SS SS
SS
G
G
G G G G
G
STORM MANHOLE
RIM=4992.43
INV S=4987.59 (16" CLAY)
INV SW=4987.51 (12" CLAY)
INV NW=4987.53 (16" CLAY)
X X
X
X X
LOT 7
LOT 8
FFE=92.60
CITY HIGH RISK FLOODWAY
CITY HIGH RISK FLOODWAY
CITY HIGH RISK 100-YEAR
FLOODPLAIN
EXISTING LOT LINE
CONNECT TO EXISTING
CURB & GUTTER
CONNECT TO EXISTING
CURB & GUTTER ON EITHER
SIDE OF EXISTING INLET
CONNECT TO EXISTING
CURB & GUTTER ON EITHER
SIDE OF EXISTING INLET
CONNECT TO EXISTING
CURB & GUTTER
100-YEAR FLOOD ELEVATION-4994 (FTC NVDG-29)
FLOODPLAIN CROSS SECTION #2446
FLOODPLAIN CROSS SECTION #2510
100-YEAR FLOOD ELEVATION-4993 (FTC NVDG-29)
91.57
91.60
91.53
91.57
91.65 HP
INSTALL CURB &
GUTTER TO MATCH
EXISTING PAVEMENT
SF SF SF SF
SF SF SF SF SF SF
SF
SF SF SF
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible for, or
liable for, unauthorized changes to or uses of these plans. All
changes to the plans must be in writing and must be approved by
the preparer of these plans.
CAUTION
COIN STREET MASON, LLC. 10/9/2013
401 SOUTH MASON STREET
7
U13008
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
Civil Engineering & Consulting
1501 Academy Court, Suite 203
Fort Collins, CO 80524
(970) 300-2508
www.unitedcivil.com
NONE KEVIN
D:\DROPBOX\U13008-401 MASON\CADD\CP
C4.00_GRADING-EROSION.DWG
10/8/2013 4:20:02 PM
SME
X X
X
X X
LOT 7
LOT 8
CITY HIGH RISK FLOODWAY
CITY HIGH RISK FLOODWAY
CITY HIGH RISK 100-YEAR
FLOODPLAIN
EXISTING LOT LINE
EXISTING INLET
EXISTING INLET
100-YEAR FLOOD ELEVATION-4994 (FTC NVDG-29)
FLOODPLAIN CROSS SECTION #2446
FLOODPLAIN CROSS SECTION #2510
100-YEAR FLOOD ELEVATION-4993 (FTC NVDG-29)
FFE=92.60
A1
OS1
OS2
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible for, or
liable for, unauthorized changes to or uses of these plans. All
changes to the plans must be in writing and must be approved by
the preparer of these plans.
CAUTION
COIN STREET MASON, LLC. 10/9/2013
401 SOUTH MASON STREET
7
U13008
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
Civil Engineering & Consulting
1501 Academy Court, Suite 203
Fort Collins, CO 80524
(970) 300-2508
www.unitedcivil.com
NONE KEVIN
D:\DROPBOX\U13008-401 MASON\CADD\CP
C5.00_DRAINAGE.DWG
10/8/2013 4:39:34 PM
SME
DRAINAGE EXHIBIT
C5.00
N/A
10'
0 10' 20'
SCALE: 1" = 10'
5'
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
LEGEND
NOTES
1. PORTIONS OF THIS PROJECT ARE LOCATED WITHIN A CITY-REGULATED FLOODWAY AND FLOOD FRINGE OF THE OLD
TOWN BASIN AND IS SUBJECT TO THE REQUIREMENTS OF CHAPTER 10 OF THE CITY CODE.
2. THE FIRST FLOOR OF THE PROPOSED MIXED-USE BUILDING IS BEING FLOOD PROOFED. REFER TO ARCHITECTURAL
PLANS FOR FLOOD PROOFING DETAILS AND SPECIFICATIONS. ALL FLOOD PROOFING MEASURES SHALL ADHERE TO
SECTION 10-38 OF CITY CODE AND THE REQUIREMENTS SET FORTH WITHIN THE CITY'S "FLOODPROOFING GUIDELINES". A
FLOOD PROOFING CERTIFICATE WILL BE REQUIRED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
3. ALL DEVELOPMENT WITHIN THE CITY REGULATORY FLOODWAY MUST BE PRECEDED BY AN APPROVED FLOODPLAIN USE
PERMIT AND $25 FEE.
4. ALL DEVELOPMENT WITHIN THE CITY REGULATORY FLOODWAY MUST BE PRECEDED BY AN APPROVED NO-RISE
CERTIFICATION FOLLOWED BY RE-CERTIFICATIONOF NO-RISE IN THE AS-BUILT CONDITION.
5. ALL SPOT ELEVATIONS AND BASE FLOOD ELEVATIONS AS SHOWN ON THIS DRAWING ARE PER CITY OF FORT COLLINS
VERTICAL CONTROL DATUM (NVDG 29 - UNADJUSTED).
6. NO STORAGE OF MATERIAL OR EQUIPMENT MAY OCCUR AT ANY TIME IN THE FLOODWAY BEFORE, DURING OR AFTER
CONSTRUCTION.
LIMITS OF DISTURBANCE
EXISTING CURB & GUTTER
EXISTING CONCRETE
EXISTING BUILDING
EXISTING PROPERTY LINE
EXISTING LOT LINE
EXISTING FENCE
EXISTING GRAVEL
EXISTING PAVEMENT STRIPING
EXISTING WATER
EXISTING SANITARY
EXISTING OVERHEAD ELECTRIC
EXISTING CABLE TV
EXISTING ELECTRIC
EXISTING STORM SEWER
EXISTING GAS
BASIN DESIGNATION
BASIN AREA (ACRE)
2 - YR RUNOFF COEFF.
100 - YR RUNOFF COEFF.
BASIN BOUNDARY
DESIGN POINT
FLOW DIRECTION
EXISTING CONTOUR
PROPOSED CONTOUR
CITY HIGH RISK FLOODWAY
CITY HIGH RISK 100-YEAR
FLOODPLAIN
RUNOFF SUMMARY
Basin
Design
Point
Area
%I C2 C100
Q2 Q100
(acre) (cfs) (cfs)
A1 A1 0.06 60% 0.36 0.56 0.07 0.36
OS1 OS1 0.08 85% 0.63 0.75 0.15 0.61
OS2 OS2 0.10 93% 0.75 0.85 0.21 0.82
Onsite
Total
0.24 81% 0.58 0.71 0.42 1.80
A1 A1 0.06 0.88 0.68 0.79 0.13 0.51
OS1 OS1 0.08 77% 0.53 0.67 0.12 0.55
OS2 OS2 0.10 83% 0.61 0.73 0.17 0.71
Onsite
Total
0.24 82% 0.60 0.72 0.42 1.77
GRADING & EROSION
CONTROL PLAN
C4.00
N/A
10'
0 10' 20'
SCALE: 1" = 10'
5'
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
LEGEND
NOTES
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO
THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH
INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE
DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR
TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS.
2. SPOT ELEVATIONS SHOWN ARE TO FLOWLINE OR EDGE OF WALK UNLESS OTHERWISE NOTED.
3. ALL DISTURBED AREAS NOT PAVED SHALL BE REVEGETATED PER THE LANDSCAPE PLANS.
4. PORTIONS OF THIS PROJECT ARE LOCATED WITHIN A CITY-REGULATED FLOODWAY AND FLOOD FRINGE OF THE OLD
TOWN BASIN AND ARE SUBJECT TO THE REQUIREMENTS OF CHAPTER 10 OF THE CITY CODE.
5. THE FIRST FLOOR OF THE PROPOSED MIXED-USE BUILDING IS BEING FLOOD PROOFED. REFER TO ARCHITECTURAL
PLANS FOR FLOOD PROOFING DETAILS AND SPECIFICATIONS. ALL FLOOD PROOFING MEASURES SHALL ADHERE TO
SECTION 10-38 OF CITY CODE AND THE REQUIREMENTS SET FORTH WITHIN THE CITY'S "FLOODPROOFING GUIDELINES". A
FLOOD PROOFING CERTIFICATE WILL BE REQUIRED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
6. ALL DEVELOPMENT WITHIN THE CITY REGULATORY FLOODWAY MUST BE PRECEDED BY AN APPROVED FLOODPLAIN USE
PERMIT AND $25 FEE.
7. ALL DEVELOPMENT WITHIN THE CITY REGULATORY FLOODWAY MUST BE PRECEDED BY AN APPROVED NO-RISE
CERTIFICATION FOLLOWED BY RE-CERTIFICATIONOF NO-RISE IN THE AS-BUILT CONDITION.
8. ALL SPOT ELEVATIONS AND BASE FLOOD ELEVATIONS AS SHOWN ON THIS DRAWING ARE PER CITY OF FORT COLLINS
VERTICAL CONTROL DATUM (NVDG 29 - UNADJUSTED).
9. NO STORAGE OF MATERIAL OR EQUIPMENT MAY OCCUR AT ANY TIME IN THE FLOODWAY BEFORE, DURING OR AFTER
CONSTRUCTION.
LIMITS OF DISTURBANCE
EXISTING CURB & GUTTER
EXISTING CONCRETE
EXISTING BUILDING
EXISTING PROPERTY LINE
EXISTING LOT LINE
EXISTING FENCE
EXISTING GRAVEL
EXISTING PAVEMENT STRIPING
EXISTING WATER
EXISTING SANITARY
EXISTING OVERHEAD ELECTRIC
EXISTING CABLE TV
EXISTING ELECTRIC
EXISTING STORM SEWER
EXISTING GAS
PROPOSED SLOPE
PROPOSED SPOT ELEVATION
FF=FINISHED FLOOR
FG=FINISHED GRADE
TOW=TOP OF WALL
LP=LOW POINT
HP=HIGH POINT
EXISTING GRADE
CURB & GUTTER
SILT FENCE
INLET PROTECTION
EXISTING CONTOUR
PROPOSED CONTOUR
CITY HIGH RISK FLOODWAY
CITY HIGH RISK 100-YEAR
FLOODPLAIN
SANITARY MANHOLE
RIM=4992.43
INV W=4986.28 (6" PVC)
CONNECT ROOF
DRAIN TO EXISTING
STORM INLET
RIM=4991.39
INV NE=4987.27
STORM MANHOLE
RIM=4992.23
INV N=4987.71 (18" PVC)
INV S=4987.79 (18" PVC)
INV W=4987.90 (12" CLAY)
SANITARY MANHOLE
INV N=4980.92 (8" CLAY)
INV S=4980.87 (8" CLAY)
STORM INLET
RIM=4991.86
INV SE=4988.92 (12" CLAY)
INV NE=4988.95 (12" PVC)
CONNECT TO EXISTING
8-INCH WATER MAIN
EXISTING STORM
INLET TO REMAIN
RIM=4991.43
INV E=4988.73
EXISTING ELECTRICAL
DUCT BANK
COORDINATE WITH UTILITY
PROVIDER TO SHIFT EXISTING
ELECTRIC SERVICE AROUND
PROPOSED STREET TREE
EXISTING LOT LINE
COORDINATE WITH UTILITY
PROVIDER TO SHIFT EXISTING
ELECTRIC SERVICE AROUND
PROPOSED STREET TREE
FIRE DEPARTMENT
CONNECTION (FDC)
CONNECT TO BLDG
ROOF DRAIN
PROPOSED TRANSFORMER
(SEE ELEC. PLANS)
PROPOSED GAS SERVICE
(INSTALLATION BY PROVIDER)
2" WATER METERS
AND SERVICES
CURB STOP
2-INCH WATER SERVICES
6-INCH FIRE SERVICES
CONNECT TO
BLDG SERVICES
CONNECT TO
BLDG GAS
METER
CONNECT TO EXISTING
8-INCH SANITARY MAIN
PROPOSED GREASE INTERCEPTOR
(SEE MECH. PLANS FOR DETAILS
AND CONTINUATION)
CONNECT TO RESTAURANT
SANITARY SERVICE
CONNECT TO BLDG
SANITARY SERVICE
PROPOSED
ROOF DRAIN
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible for, or
liable for, unauthorized changes to or uses of these plans. All
changes to the plans must be in writing and must be approved by
the preparer of these plans.
CAUTION
COIN STREET MASON, LLC. 10/9/2013
401 SOUTH MASON STREET
7
U13008
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
Civil Engineering & Consulting
1501 Academy Court, Suite 203
Fort Collins, CO 80524
(970) 300-2508
www.unitedcivil.com
NONE KEVIN
D:\DROPBOX\U13008-401 MASON\CADD\CP
C3.00_UTILITIES.DWG
10/8/2013 4:12:43 PM
SME
UTILITY PLAN
C3.00
N/A
10'
0 10' 20'
SCALE: 1" = 10'
5'
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
LEGEND
NOTES
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO
THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH
INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE
DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR
TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS.
2. THE PROPOSED CONSTRUCTION WILL BE IN CLOSE PROXIMITY TO SEVERAL UNDERGROUND UTILITIES. THE
CONTRACTOR SHALL COORDINATE WITH ALL UTILITY PROVIDERS PRIOR TO AND DURING CONSTRUCTION TO MINIMIZE
SERVICE INTERRUPTIONS TO SURROUNDING BUILDINGS OR PROPERTIES.
3. THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF BUILDING UNLESS NOTED OTHERWISE.
EXACT LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE
COORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS.
4. REFER TO APPROVED SITE ELECTRICAL PLANS FOR ALL CONDUITS AND POWER LINE ROUTING FOR SITE LIGHTING.
5. WATER AND SEWER SERVICE PROVIDED BY THE CITY OF FORT COLLINS AND ALL WATER AND SEWER CONSTRUCTION
SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION.
6. MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 4.5'. MAXIMUM COVER SHALL BE 5.5'.
7. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER & WATER MAINS &
SERVICES.
8. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
9. SANITARY SEWER SERVICES SHALL BE SDR-35 PVC.
10. FIRE SERVICES SHALL BE AWWA C-900 PVC. 1-1/2" AND 2" WATER SERVICES MAY BE EITHER TYPE K COPPER OR SDR 9
HDPE PIPE WITH A PRESSURE RATING OF 200 PSI.
11. THE LOCATION OF PROPOSED DRY UTILITIES AS SHOWN ON THIS DRAWING ARE SHOWN FOR HORIZONTAL ALIGNMENTS
ONLY AND ARE APPROXIMATE. FINAL DESIGNS OF DRY UTILITIES WILL BE PERFORMED BY THE APPROPRIATE UTILITY
COMPANY.
LIMITS OF DISTURBANCE
EXISTING CURB & GUTTER
EXISTING CONCRETE
EXISTING BUILDING
EXISTING PROPERTY LINE
EXISTING LOT LINE
EXISTING FENCE
EXISTING GRAVEL
EXISTING PAVEMENT STRIPING
EXISTING WATER
EXISTING SANITARY
EXISTING OVERHEAD ELECTRIC
EXISTING CABLE TV
EXISTING ELECTRIC
EXISTING STORM SEWER
EXISTING GAS
CITY HIGH RISK FLOODWAY
CITY HIGH RISK 100-YEAR
FLOODPLAIN
PROPOSED GAS SERVICE
PROPOSED FIRE SERVICE
PROPOSED WATER SERVICE
PROPOSED SANITARY SERVICE
TREE GRATE
TREE GRATE
LANDSCAPE
PLANTER
LANDSCAPE WALL
BUILDING CORNER
N:129431.84
E:194178.66
LANDSCAPE WALL
47.46'
59.46'
APPROXIMATE LIMITS
OF DISTURBANCE
PATIO
4.13'
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible for, or
liable for, unauthorized changes to or uses of these plans. All
changes to the plans must be in writing and must be approved by
the preparer of these plans.
CAUTION
COIN STREET MASON, LLC. 10/9/2013
401 SOUTH MASON STREET
7
U13008
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
Civil Engineering & Consulting
1501 Academy Court, Suite 203
Fort Collins, CO 80524
(970) 300-2508
www.unitedcivil.com
NONE KEVIN
D:\DROPBOX\U13008-401 MASON\CADD\CP
C2.00_HC-PAVEMENT.DWG
10/8/2013 4:19:13 PM
SME
HORIZONTAL CONTROL PLAN
C2.00
N/A
10'
LEGEND
NOTES
1. FOR BUILDING LAYOUT REFERENCE ARCHITECTURAL PLANS. LAYOUT AND DIMENSION INFORMATION SHOWN
REPRESENTS OUTSIDE FACE OF WALL AND IS SHOWN FOR INFORMATION ONLY.
2. ALL DIMENSIONS AND LINE AND CURVE INFORMATION ARE MEASURED TO CURB FLOW LINE OR EDGE OF PAVEMENT
UNLESS OTHERWISE NOTED.
3. CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE APPROVED LANDSCAPE DRAWINGS FOR ALL LANDSCAPE
AND SITE FEATURES SUCH AS BIKE RACKS, TRASH RECEPTACLES, LANDSCAPE WALL CONSTRUCTION DETAILS,
LANDSCAPE ROCK AND MULCH, ETC.
4. ALL HANDICAP RAMPS (PRIVATE AND PUBLIC) SHALL BE INSTALLED WITH TRUNCATED DOME WARNING DETECTION
SYSTEMS PER LARIMER COUNTY URBAN AREA STREET STANDARD DETAILS.
5. CONCRETE SIDEWALKS SHALL BE 6-INCH MINIMUM THICKNESS UNLESS NOTED OTHERWISE.
6. LIMITS OF STREET CUT AS REQUIRED FOR UTILITY CONSTRUCTION ARE TO BE DETERMINED IN THE FIELD BY THE CITY
ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
LIMITS OF DISTURBANCE
EXISTING CURB & GUTTER
EXISTING CONCRETE
EXISTING BUILDING
EXISTING PROPERTY LINE
EXISTING LOT LINE
EXISTING FENCE
EXISTING GRAVEL
EXISTING PAVEMENT STRIPING
EXISTING WATER
EXISTING SANITARY
EXISTING OVERHEAD ELECTRIC
EXISTING CABLE TV
EXISTING ELECTRIC
EXISTING STORM SEWER
EXISTING GAS
PROPOSED CONCRETE
PAVEMENT OR SIDEWALK
CITY HIGH RISK FLOODWAY
CITY HIGH RISK 100-YEAR
FLOODPLAIN
PROPOSED CURB & GUTTER
PROPOSED ASPHALT
PATCH
PROPOSED BUILDING
0 10' 20'
SCALE: 1" = 10'
5'
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / /
/ / / / / / /
/ / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / /
/ / / / /
/ / / / / / / / / / / /
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
/ / /
STORM MANHOLE
RIM=4992.43
INV S=4987.59 (16" CLAY)
INV SW=4987.51 (12" CLAY)
INV NW=4987.53 (16" CLAY)
SANITARY MANHOLE
RIM=4992.43
INV W=4986.28 (6" PVC)
EXISTING STORM
INLET TO REMAIN
RIM=4991.39
INV NE=4987.27
(12" CLAY)
STORM MANHOLE
RIM=4992.23
INV N=4987.71 (18" PVC)
INV S=4987.79 (18" PVC)
INV W=4987.90 (12" CLAY)
SANITARY MANHOLE
INV N=4980.92 (8" CLAY)
INV S=4980.87 (8" CLAY)
STORM INLET
RIM=4991.86
INV SE=4988.92 (12" CLAY)
INV NE=4988.95 (12" PVC)
EXISTING
"RR XING" SIGN
EXISTING
"PARKING" SIGN
EXISTING "DO NOT STOP
ON TRACKS" SIGN
TO BE RELOCATED
EXISTING "SPEED
LIMIT" SIGN
PROPERTY BOUNDARY
CITY HIGH RISK FLOODWAY
CITY HIGH RISK FLOODWAY
CITY HIGH RISK 100-YEAR
FLOODPLAIN
EXISTING GAS SERVICE
TO BE REMOVED AND
REPLACED (INSTALLATION
BY PROVIDER)
EXISTING ELECTRIC SERVICE
TO BE REMOVED/ABANDONED
AND REPLACED
EXISTING 3/4" WATER SERVICE
SHALL BE REMOVED FROM
THE ORIGINATING MAIN
TO THE EXISTING BUILDING
REMOVE EXISTING 3/4" WATER
METER AND CURB STOP
EXISTING OVERHEAD
ELECTRIC SERVICE
TO BE REMOVED
EXISTING CABLE SERVICE
TO BE REMOVED/ABANDONED
EXISTING STORM
INLET TO REMAIN
RIM=4991.43
INV E=4988.73
(12" CLAY)
REMOVE EXISTING
CONCRETE SIDEWALK (TYP)
REMOVE EXISTING
CONCRETE CURB
AND GUTTER (TYP)
EXISTING ELECTRICAL
DUCT BANK
EXISTING ELECTRIC SERVICE
REMOVE EXISTING
TREE (SEE NOTE 8)
SAWCUT AND REMOVE EXISTING
ASPHALT PAVEMENT (SEE NOTE 3
& COORDINATE W/ UTILITY INSTALLATION)
SAWCUT AND REMOVE EXISTING
ASPHALT PAVEMENT (SEE NOTE 3
& COORDINATE W/ UTILITY INSTALLATION)
EXISTING LOT LINE
EXISTING
"STOP" SIGN
TO BE RELOCATED
APPROXIMATE LOCATION
OF EXISTING FIRE HYDRANT
8-INCH WATER MAIN
8-INCH WATER MAIN
8-INCH SANITARY MAIN
8-INCH SANITARY MAIN
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible for, or
liable for, unauthorized changes to or uses of these plans. All
changes to the plans must be in writing and must be approved by
the preparer of these plans.
CAUTION
COIN STREET MASON, LLC. 10/9/2013
401 SOUTH MASON STREET
7
U13008
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
Civil Engineering & Consulting
1501 Academy Court, Suite 203
Fort Collins, CO 80524
(970) 300-2508
www.unitedcivil.com
NONE KEVIN
D:\DROPBOX\U13008-401 MASON\CADD\CP
C1.00_EXISTING.DWG
10/8/2013 3:52:23 PM
SME
EXISTING INFORMATION
& REMOVAL PLAN
C1.00
N/A
10'
LEGEND
NOTES
1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO
THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH
INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE
DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR
TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS.
2. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE
CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED TO, PAVEMENT, PRIVATE FENCES, ABOVE GROUND OR
UNDERGROUND UTILITIES, STRUCTURES, AND UNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, OFF-SITE, PUBLIC OR PRIVATE FACILITY OR
FEATURE AS A RESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT.
3. LIMITS OF STREET CUT AS REQUIRED FOR UTILITY CONSTRUCTION ARE TO BE DETERMINED IN THE FIELD BY THE CITY
ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
4. CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT.
5. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY
OWNERS TO BEGINNING ANY CONSTRUCTION ACTIVITIES.
6. CONTRACTOR SHALL COORDINATE REMOVALS ASSOCIATED WITH THE EXISTING BUILDING (EXISTING STRUCTURES,
DOORWAYS, ETC.) WITH THE APPROVED ARCHITECTURAL DRAWINGS.
7. COORDINATE THE REMOVAL AND/OR SALVAGING OF ALL EXISTING TREES SHOWN ON THIS DEMOLITION PLAN WITH
APPROVED LANDSCAPE DRAWINGS. COORDINATE THE REMOVAL OF ALL OTHER PLANTINGS WITH APPROVED
LANDSCAPE DRAWINGS.
8. CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION AND/OR RELOCATION ITEMS WITH THE APPROPRIATE UTILITY
PROVIDER PRIOR TO BEGINNING ANY ONSITE DEMOLITION.
9. THE REMOVAL OF UTILITY SERVICES FOR GAS, WATER, AND SANITARY SEWER SHALL BE REMOVED ENTIRELY TO THE
ORIGINATING UTILITY MAIN PER CURRENT STANDARDS AND/OR REQUIREMENTS OF THE APPROPRIATE UTILITY COMPANY.
SAWCUT LINE
REMOVE EXISTING
ASPHALT
LIMITS OF DISTURBANCE
REMOVE EXISTING SANITARY
REMOVE EXISTING
STRUCTURE (SEE NOTE 6)
REMOVE EXISTING WATER
REMOVE EXISTING ELECTRIC
REMOVE EXISTING GAS
REMOVE EXISTING
CONCRETE PAVEMENT
OR SIDEWALK
TREE REMOVAL
EXISTING CURB & GUTTER
EXISTING CONCRETE
EXISTING BUILDING
EXISTING PROPERTY LINE
EXISTING LOT LINE
EXISTING FENCE
EXISTING GRAVEL
EXISTING PAVEMENT STRIPING
EXISTING WATER
EXISTING SANITARY
EXISTING OVERHEAD ELECTRIC
EXISTING CABLE TV
EXISTING ELECTRIC
EXISTING STORM SEWER
EXISTING GAS
EXISTING CONTOUR
CITY HIGH RISK FLOODWAY
CITY HIGH RISK 100-YEAR
FLOODPLAIN
0 10' 20'
SCALE: 1" = 10'
5'
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the local entity 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 local entity, 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 sanitary sewer, storm sewer, and water line construction, as well as power and other "dry" utility installations, shall conform to the local entity standards
and specifications current at the date of approval of the plans by the local entity 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 local entity prior to beginning construction.
10. The developer shall coordinate and cooperate with the local entity, 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 until the developer notifies the utility provider. Notification shall be a minimum of 2 working days
prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required prior to commencement of any
work.
12. The developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer
should be constructed prior to installation of the water lines and dry utilities.
13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the water utility.
14. A state construction dewatering wastewater discharge permit is required if dewatering is required in order to install utilities or 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 local entity 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 local entity, certification of the drainage facilities, by a registered engineer, must be submitted to and
approved by the storm water utility department. Certification shall be submitted to the storm water 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 Storm Water 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 local entity including but not limited to South Fort Collins Sanitation District and Fort Collins-Loveland Water District 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 local entity failure to properly maintain its water, wastewater, and/or storm
drainage facilities in the development.
19. All recommendations of the final drainage and erosion control study 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 local
entity 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 local entity engineering inspector (Fort Collins - 221-6605) and the local entity 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 local entity engineer is not available
after proper notice of construction activity has been provided, the developer may commence work in the engineers absence. However, the local entity
reserves the right not to accept the improvement if subsequent testing reveals an improper installation
24. The developer shall be responsible for obtaining soils tests within the public right-of-way after right-of-way grading and all utility trench work is complete
and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the
original geotechnical report, the developer shall be responsible for a re-design of the subject pavement section or, the developer may use the local entity's
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 local entity 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 local entity inspector. The engineer or surveyor must certify in a letter to the local entity that these
elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the local entity 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 floodplain 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. (local entity, county or
state), 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 local entity 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 local entity engineer, and no site construction activities on
Sundays or holidays, unless there is prior written approval by the local entity.
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 local entity 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 local
entity's inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the local entity engineer.
40. The designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the
basis of bearings. The information shall be as follows:
CITY OF FORT COLLINS 28-97
SOUTHEAST CORNER OF MULBERRY STREET AND LOOMIS AVENUE ON A CONCRETE TRAFFIC SIGNAL BASE.
ELEVATION=5005.58 (CITY OF FORT COLLINS)
CITY OF FORT COLLINS 6-00
LOCATED ON A CATCH BASIN AT THE NORTHWEST CORNER OF MULBERRY STREET AND COLLEGE AVENUE.
ELEVATION=4990.68 (CITY OF FORT COLLINS)
THE EAST LINE OF BLOCK 104, CITY OF FORT COLLINS, AS BEARING SOUTH 00°19'34" WEST (ASSUMED 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 local entity construction inspector before any cuts are made. Patching shall be done in accordance with the local entity
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 local entity engineer and/or the local entity 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 local entity, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects
for a minimum period of two years from the date of acceptance.
47. The local entity shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes,
for the following private streets: none.
48. Approved variances are listed as follows:
-None.
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 local entity 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 local entity 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 local entity engineer.
5. 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 local entity 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 MUTCD (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 local entity inspector and prior to installation of asphalt. Gutters that
hold more than 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 than 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 local entity engineer, shall be reworked, replaced or
otherwise modified to form a smooth, non-yielding surface. The local entity engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls"
shall be performed in the presence of an inspector.
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, ONLY's, crosswalks, stop bars, etc. shall be preformed thermoplastic.
3. All signage shall be per local entity 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. Preformed thermoplastic 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 two year warranty period will begin. 2
GENERAL AND
CONSTRUCTION NOTES
C0.01
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible for, or
liable for, unauthorized changes to or uses of these plans. All
changes to the plans must be in writing and must be approved by
the preparer of these plans.
CAUTION
COIN STREET MASON, LLC. 10/9/2013
401 SOUTH MASON STREET
7
U13008
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
Civil Engineering & Consulting
1501 Academy Court, Suite 203
Fort Collins, CO 80524
(970) 300-2508
www.unitedcivil.com
401 WEST MOUNTAIN AVENUE, SUITE 100
FORT COLLINS, CO 80521
PHONE: 970-224-1191
CONTACT: JEFF HANSEN
NORTHERN ENGINEERING
200 SOUTH COLLEGE AVENUE, SUITE 10
FORT COLLINS, CO 80524
PHONE: 970-221-4158
CONTACT: ERIC SMITH
PROJECT TEAM
PROJECT COORDINATES
CITY OF FORT COLLINS 28-97
SOUTHEAST CORNER OF MULBERRY STREET AND LOOMIS AVENUE ON A CONCRETE
TRAFFIC SIGNAL BASE.
ELEVATION=5005.58 (CITY OF FORT COLLINS)
CITY OF FORT COLLINS 6-00
LOCATED ON A CATCH BASIN AT THE NORTHWEST CORNER OF
MULBERRY STREET AND COLLEGE AVENUE.
ELEVATION=4990.68 (CITY OF FORT COLLINS)
THE EAST LINE OF BLOCK 104, CITY OF FORT COLLINS, AS BEARING SOUTH 00°19'34"
WEST (ASSUMED DATUM).
1. ALL PROJECT CONTROL LISTED HEREON IS PROVIDED AS A COURTESY. IT IS THE
RESPONSIBILITY OF THE RECIPIENT TO VERIFY THE ACCURACY OF THE
COORDINATES AND ELEVATIONS SHOWN PRIOR TO USING THEM FOR ANY
PURPOSES.
Water/Wastewater City of Fort Collins Utilities Roger Buffington (970) 221-6854
Stormwater City of Fort Collins Utilities Glen Schlueter (970) 221-6700
Power City of Fort Collins Light & Power Doug Martine (970) 224-6152
Natural Gas Xcel Energy Stephanie Rich (970) 225-7828
Telecom Centurylink Bill Johnson (970) 377-6401
Cable Comcast Don Kapperman (970) 567-0245
Note: All utility providers listed hereon is provided as a courtesy. It is the responsibility of the recipient to verify the accuracy and
completeness of the information shown.
UTILITY PROVIDERS
PREPARED FOR: DATE SUBMITTED:
The engineer preparing these plans will not be responsible for, or
liable for, unauthorized changes to or uses of these plans. All
changes to the plans must be in writing and must be approved by
the preparer of these plans.
CAUTION
COIN STREET MASON, LLC. 10/9/2013
401 SOUTH MASON STREET
7
U13008
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
Civil Engineering & Consulting
1501 Academy Court, Suite 203
Fort Collins, CO 80524
(970) 300-2508
www.unitedcivil.com
C0.00 COVER SHEET
C0.01 GENERAL AND CONSTRUCTION NOTES
C1.00 EXISTING INFORMATION & REMOVAL PLAN
C2.00 HORIZONTAL CONTROL PLAN
C3.00 UTILITY PLAN
C4.00 GRADING AND EROSION CONTROL PLAN
C5.00 DRAINAGE EXHIBIT
C6.00
SHEET INDEX
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's
R