HomeMy WebLinkAboutMASON STREET SUSTAINABLE DEVELOPMENT - FDP - FDP140020 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSUTILITY PLANS FOR
401 SOUTH MASON STREET
EAST 47.5-FEET OF THE NORTH 9.6-FEET OF LOT 7 AND EAST 47.5-FEET OF LOT 8 , BLOCK 104,
TOWN 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
JULY 2014
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'
CERTIFICATION STATEMENT
DISCLAIMER STATEMENT
VICINITY MAP
1
COVER SHEET
C0.00
OWNER / APPLICANT
COIN STREET MASON, LLC.
5425 TRADEWIND DRIVE
WINDSOR, CO 80528
PHONE: 970-224-1191
CONTACT: JUSTIN LARSON
CIVIL ENGINEER
UNITED CIVIL DESIGN GROUP, LLC
1501 ACADEMY CT., STE 203
FORT COLLINS, CO 80524
PHONE: 970-530-4044
CONTACT: KEVIN BRAZELTON
LANDSCAPE ARCHITECT
RIPLEY DESIGN INC.
401 WEST MOUNTAIN AVENUE, SUITE 100
FORT COLLINS, CO 80521
PHONE: 970-224-5828
CONTACT: RUSS LEE
ARCHITECT
VAUGHT FRYE LARSON ARCHITECTS
401 WEST MOUNTAIN AVENUE, SUITE 100
FORT COLLINS, CO 80521
PHONE: 970-224-1191
CONTACT: JEFF HANSEN
SURVEYOR
NORTHERN ENGINEERING
TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES (CONTINUED)
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.
STANDARD EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN 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 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.
CITY OF FORT COLLINS WATERLINE NOTES
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.
LARIMER COUNTY URBAN AREA STREET STANDARDS - REPEALED AND REENACTED OCTOBER 1, 2002
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
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. 07/02/2014
401 SOUTH MASON STREET
10
U13008
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
Civil Engineering & Consulting
1501 Academy Court, Suite 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
NONE KEVIN
D:\DROPBOX\PROJECTS\U13008-401 MASON\CADD\CP
C1.00_EXISTING.DWG
7/2/2014 10:16:50 AM
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 PRIOR 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. TREE REMOVAL SHALL BE BY A BUSINESS HOLDING A CURRENT CITY OF FORT COLLINS
ARBORIST LICENSE AND ON THE CITY BID LIST. A FREE PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE
TREES ARE REMOVED.
8. CONTRACTOR SHALL COORDINATE ALL UTILITY DEMOLITION AND/OR RELOCATION ITEMS WITH THE APPROPRIATE UTILITY
PROVIDER PRIOR TO BEGINNING ANY ONSITE DEMOLITION.
9. CONTRACTOR SHALL COORDINATE WITH WATER UTILITIES (970-416-2165) ON THE ABANDONMENT/REMOVAL OF THE
EXISTING 3/4-INCH WATER SERVICE.
10. THE REMOVAL OF UTILITY SERVICES FOR GAS AND WATER SERVICES SHALL BE REMOVED ENTIRELY TO THE ORIGINATING
UTILITY MAIN PER CURRENT STANDARDS AND/OR REQUIREMENTS OF THE APPROPRIATE UTILITY COMPANY.
11. THE EXISTING SANITARY SEWER SERVICE LOCATION IS APPROXIMATE. CONTRACTOR SHALL LOCATE AND REMOVE THE
SERVICE TO THE EXISTING CURB AND GUTTER ALONG MASON STREET WHERE IT SHALL BE CAPPED.
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. 07/02/2014
401 SOUTH MASON STREET
10
U13008
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
Civil Engineering & Consulting
1501 Academy Court, Suite 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
NONE KEVIN
D:\DROPBOX\PROJECTS\U13008-401 MASON\CADD\CP
C2.00_HC-PAVEMENT.DWG
7/2/2014 10:18:28 AM
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. SPECIAL CARE SHALL BE TAKEN IN
ORDER TO ENSURE THAT ALL BUILDING IMPROVEMENTS UNLESS OTHERWISE NOTED ON THESE OR THE ARCHITECTURAL
PLANS ARE LOCATED ENTIRELY WITHIN EXISTING PROPERTY LINE LIMITS.
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 BENCH CONSTRUCTION DETAILS, PAVER
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.
7. SITE FEATURES LOCATED WITHIN PUBLIC RIGHT-OF-WAY (BENCHES, PLANTERS, BIKE PARKING, ETC.) ARE APPROVED BY
THE CITY OF FORT COLLINS ONLY THROUGH A SEPARATE RIGHT-OF-WAY ENCROACHMENT PERMIT. SAID FEATURES ARE
NOT TO BE CONSTRUED AS APPROVED FOR INSTALLATION BY WAY OF APPROVAL OF THESE PLANS ALONE.
8. CURB AND GUTTER ALONG S. MASON STREET AND W. MAGNOLIA STREET SHALL BE RECONSTRUCTED USING THE
EXISTING CURB SECTION INCLUDING EDGE OF PAVEMENT LOCATION, DEPTH OF GUTTER AND HEIGHT OF CURB.
CONTRACTOR SHALL SPECIFICALLY NOTE THAT THE EXISTING CURB HEIGHT MAY NOT MEET CURRENT CITY STANDARDS
AND THAT THE TOP BACK OF CURB SHALL BE INSTALLED TO EXISTING ELEVATIONS. REFER THE GRADING PLAN FOR
MORE INFORMATION ON TOP BACK OF CURB ELEVATIONS.
LIMITS OF DISTURBANCE
EXISTING CURB & GUTTER
EXISTING CONCRETE
EXISTING BUILDING
EXISTING PROPERTY LINE
EXISTING LOT LINE
EXISTING FENCE
EXISTING GRAVEL
EXISTING PAVEMENT STRIPING
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. 07/02/2014
401 SOUTH MASON STREET
10
U13008
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
Civil Engineering & Consulting
1501 Academy Court, Suite 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
NONE KEVIN
D:\DROPBOX\PROJECTS\U13008-401 MASON\CADD\CP
C3.00_UTILITIES.DWG
7/2/2014 8:08:01 AM
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
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. 07/02/2014
401 SOUTH MASON STREET
10
U13008
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
Civil Engineering & Consulting
1501 Academy Court, Suite 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
NONE KEVIN
D:\DROPBOX\PROJECTS\U13008-401 MASON\CADD\CP
C4.00_GRADING-EROSION.DWG
7/2/2014 2:40:38 PM
SME
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.
3. ALL DEVELOPMENT WITHIN THE CITY REGULATORY FLOODPLAIN MUST BE PRECEDED BY AN APPROVED FLOODPLAIN USE
PERMIT AND APPLICABLE FEES.
4. A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION IS REQUIRED PRIOR TO PERFORMING ANY WORK WITHIN THE
FLOODWAY (I.E. CURB CUT, CURB & GUTTER, UTILITY WORK, LANDSCAPING, ETC.)
5. ALL SPOT ELEVATIONS AND BASE FLOOD ELEVATIONS AS SHOWN ON THIS DRAWING ARE PER VERTICAL CONTROL DATUM
NAVD 88.
6. NO STORAGE OF MATERIAL OR EQUIPMENT MAY OCCUR AT ANY TIME IN THE FLOODWAY BEFORE, DURING OR AFTER
CONSTRUCTION.
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. 07/02/2014
401 SOUTH MASON STREET
10
U13008
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
Civil Engineering & Consulting
1501 Academy Court, Suite 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
NONE KEVIN
D:\DROPBOX\PROJECTS\U13008-401 MASON\CADD\CP
C5.00_DRAINAGE.DWG
7/2/2014 8:08:09 AM
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 100-YEAR CITY-REGULATORY 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 FLOODPLAIN MUST BE PRECEDED BY AN APPROVED FLOODPLAIN USE
PERMIT AND APPLICABLE FEES.
4. A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION IS REQUIRED PRIOR TO PERFORMING ANY WORK WITHIN THE
FLOODWAY (I.E. CURB CUT, CURB & GUTTER, UTILITY WORK, LANDSCAPING, ETC.)
5. ALL SPOT ELEVATIONS AND BASE FLOOD ELEVATIONS AS SHOWN ON THIS DRAWING ARE PER VERTICAL CONTROL DATUM
NAVD 88.
6. NO STORAGE OF MATERIAL OR EQUIPMENT MAY OCCUR AT ANY TIME IN THE FLOODWAY BEFORE, DURING OR AFTER
CONSTRUCTION.
7. ANY ITEMS LOCATED IN THE FLOODWAY THAT CAN FLOAT (E.G. PICNIC TABLE, BIKE RACKS, ETC.) MUST BE ANCHORED.
8. ELEVATIONS AT EACH OF THE FLOODWAY PRE-CONSTRUCTION SURVEY SECTIONS WITH SPOTS DESIGNATED AS "FW"
(FLOODWAY) AND "TC" (TOP BACK OF CURB), ARE SHOWN PER THE PRE-CONSTRUCTION SURVEY PERFORMED BY
NORTHERN ENGINEERING. FINISHED GRADE ELEVATIONS MUST BE WITHIN 0.04' AT ALL THESE NOTED LOCATIONS PER
CITY OF FORT COLLINS STANDARDS. CONTRACTOR SHALL NOTE THAT A POST-CONSTRUCTION SURVEY WILL BE
REQUIRED TO VERIFY THAT THE FINISHED GRADES AT THESE LOCATIONS ARE WITHIN THE SAID TOLERANCE.
LIMITS OF DISTURBANCE
EXISTING CURB & GUTTER
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. 07/02/2014
401 SOUTH MASON STREET
10
U13008
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
Civil Engineering & Consulting
1501 Academy Court, Suite 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
NONE KEVIN
D:\DROPBOX\PROJECTS\U13008-401 MASON\CADD\CP
C6.00_DETAILS.DWG
7/2/2014 8:06:53 AM
SME
CONSTRUCTION DETAILS
C6.00
N/A
N/A
6"
2"R.
2"
6" Varies
12"
1 1/2"R.
2'-6"
6"
4 1/2"
VERTICAL
Gutter edge may be
tapered or battered.
(Typical for all Curb &
& Gutter Types)
NOTES:
1. CURB AND GUTTER ALONG S. MASON STREET AND W. MAGNOLIA STREET SHALL
BE RECONSTRUCTED USING THE EXISTING CURB SECTION INCLUDING EDGE OF
PAVEMENT LOCATION, DEPTH OF GUTTER AND HEIGHT OF CURB. CONTRACTOR
SHALL SPECIFICALLY NOTE THAT THE EXISTING CURB HEIGHT MAY NOT MEET
CURRENT CITY STANDARDS AND THAT THE TOP BACK OF CURB SHALL BE
INSTALLED TO EXISTING ELEVATIONS. REFER THE GRADING PLAN FOR MORE
INFORMATION ON TOP BACK OF CURB ELEVATIONS.
Transition back of walk (typ.)
Broom finish Broom finish
SECTION A-A
MID-BLOCK LOCATION
(min.)
6'
(min.)
5' 6'
Wood float finish thru ramp
CORNER LOCATION
ramp
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. 07/02/2014
401 SOUTH MASON STREET
10
U13008
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
Civil Engineering & Consulting
1501 Academy Court, Suite 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
NONE KEVIN
D:\DROPBOX\PROJECTS\U13008-401 MASON\CADD\CP
C6.00_DETAILS.DWG
7/2/2014 8:06:53 AM
SME
CONSTRUCTION DETAILS
C6.01
N/A
N/A
COMPACTED GRANULAR MATERIAL
CONFORMING TO CDDH #67
LOWER LIMIT OF
TRENCH WALL
SLOPING
INITIAL LIFT *
12 IN. MIN.
PIPE O.D.
4 IN. MIN.
TRENCH WIDTH AS SPECIFIED
IN SECTION 02221
COMPACTED GRANULAR MATERIAL
CONFORMING TO CDDH #67
*
DATE REVISED:
APPROVED:
DRAWN BY:
BEDDING REQUIREMENTS
WW-1
NBJ
4/11/11
PLAN VIEW
CROSS VIEW
45 ELBOW
SERVICE WYE
8 IN. PVC SEWER PIPE
COMPACTED GRANULAR MATERIAL
AIR-TIGHT PLUG WITH
4 IN. X 4 IN. MARKER
UNYIELDING PIPE BEDDING
OF COMPACTED ROCK OR
LEAN CONCRETE
PVC SEWER PIPE
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. 07/02/2014
401 SOUTH MASON STREET
10
U13008
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
Civil Engineering & Consulting
1501 Academy Court, Suite 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
NONE KEVIN
D:\DROPBOX\PROJECTS\U13008-401 MASON\CADD\CP
C6.00_DETAILS.DWG
7/2/2014 8:06:53 AM
SME
CONSTRUCTION DETAILS
C6.02
N/A
N/A
SF SF
APPROVED:
DATE:
DRAWN BY:
12/27/00
NBJ
ROCK SOCK
NOT TO SCALE
1
C6.02
NOTE: WYE CONNECTION NOT
ALLOWED ON VCP
LEAN CONCRETE
o
20 MIN. o
45 MAX. o
TRENCH
UNYIELDING PIPE BEDDING
OF COMPACTED ROCK OR
4 IN. X 4 IN.
MARKER
AIR-TIGHT PLUG
DATE REVISED:
APPROVED:
DRAWN BY:
SERVICE WYE DETAIL
WW-9
NBJ
4/11/11
APPROVED:
DATE:
DRAWN BY:
1/12/00
SKC
DATE REVISED:
APPROVED:
DRAWN BY:
GREASE INTERCEPTOR
WW-10
RH, TC
4/11/11
FLOW DIRECTION
DATE REVISED:
APPROVED:
DRAWN BY:
TRAFFIC RATED CLEANOUT
WW-15
NBJ
4/11/11
CLEANOUT WITH VERTICAL DROP
NOT TO SCALE
1
C6.01
TO 6"x6" TEE
(SEE UTILITY PLAN)
TO GREASE INTERCEPTOR
(SEE UTILITY PLAN)
6"@ 1%
6"@ 1%
finish thru
Wood float
Broom finish
(Radius varies)
(typ.)
back of walk
Transition
2
Curb (optional)
Walk
Curb
Gutter
NOTES:
1. * 6" Thickness applies to entire ramp area.
2. ** 1:25 Unless a landing behind ramp (then ramp can be 1:12
with 1:20 on the truncated dome warning.)
3. See CONST. DWG. 1606(a) and 1607 for Fort Collins.
4. See CONST. DWG. 1614, 1615 and 1616 for Loveland.
2'-0" 6"
Walk
Gutter
Curb
Only if needed
walk, if needed.
ground behind the
Curb to retain
Warning Detection
Truncated Dome
at the corners of the
truncated dome warning
truncated dome warning
detection
Warning Detection
Truncated Dome
1. NO JOINTS ARE ALLOWED IN THE FLOWLINE. SIX INCH WIDE CURB OR "DUMMY JOINT" MAY BE TOOLED NO
CLOSER THAN 6 INCHES FROM FLOW LINE AS SHOWN.
2. MINIMUM CONCRETE THICKNESS IS 6 INCHES.
3. JOINT PATTERN TO BE ACCORDING TO 'INTERSECTION GUTTER DETAIL' OR AS DETERMINED BY THE LOCAL
ENTITY.
4. WOOD FLOAT FINISH IS REQUIRED OVER THE SLOPED SURFACE OF RAMP AND FLARES.
5. A 6 INCH WIDE CURB MAY BE POURED AT THE BACK OF THE RAMP AS SHOWN IF REQUIRED. IF CURB IS
USED IT SHALL MATCH THE CURB AND GUTTER STYLE OF ADJACENT CURB AND GUTTER.
6. MINIMUM RAMP WIDTH SHALL BE FOUR FEET, OR THE SAME AS THE WIDEST ADJACENT SIDEWALK,
WHICHEVER IS GREATER, UP TO A MAXIMUM WIDTH OF 8 FEET.
7. THE RAMP LANDING MAY BE POURED MONOLITHIC WITH THE ADJACENT TRANSITIONS PROVIDED THAT AN
APPROVED "SHAKE-ON" PIGMENT BE USED TO COLOR THE LANDING AREA.
8. T= THICKNESS (AS SPECIFIED ON PLANS OR LOCAL ENTITY ENGINEER).
SECTION A-A
LIP OF GUTTER
PLAN VIEW
CURB
A
A
0.5' TYP.
N.T.S.
6"
CURB
0.5'
4' MIN.
N.T.S.
FLARE OPTION
CURB OPTION
6" CURB 0" CURB
1' R
2'
NOTES:
t=6" or as specified
1"/ft. Max
1.5' TRANSITION 1.5' TRANSITION
Flared
Option
2'
FL
1:25 slope
(max.)
Truncated Dome
Warning Detection
Truncated Dome
Warning Detection
Varies
Varies
6"
Varies
6"
6"
2'
12" (Water & Sewer)
If this section is less than
4' of existing asphalt/concrete,
it must be removed and replaced.
Edge of Pavement or
Lip of Existing Gutter
Compacted
Lifts of Suitable
Materials
(See Note 9 below for Storm.)
4" (min.)
6" (max.)
Trench Width
Varies
2'
(min.)
Bedding Material
Undisturbed Soil
Utility Conduit
New Asphalt/Concrete
Clean Road Base
Existing Road Base
6" Full Depth Asphalt or
X/Y Composite Section
NOTES:
1. All trenches shall be backfilled in accordance with the above detail unless otherwise specified by the
Local Entity Engineer.
2. Prior to placement of asphalt/concrete, pavement edge shall be saw cut to a clean, vertical, and straight
edge.
3. Where the surrounding soils are non-expansive, a sand/cement slurry (1 sack mix) may be substituted for
backfill material.
4. Trench width shall not be more than 16" nor less than 12" wider than the outside diameter of the pipe.
5. Use a #4 rebar at centers along the perimeter of concrete replacement sections.
6. Refer to Chapter 22, Materials & Construction Specifications for compaction and testing requirements.
7. In unimproved areas, all disturbed areas shall be regraded, seeded & mulched.
8. In concrete roadways, a minimum of one entire concrete panel must be replaced.
9. Bedding material depth when installing storm sewer shall be up to spring line, except in areas of
unsuitable backfill; then, bedding material shall be placed to a level 12" above pipe.
See
Note
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)
Proposed Onsite Basins
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
Existing Onsite Basins
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
DESCRIPTION ELEVATION
(NAVD-88)
CITY BASE FLOOD ELEVATION (BFE) * 4996.93
REGULATORY FLOOD PROTECTION ELEVATION (RFPE) 4998.43
LOWEST FLOOR ELEVATION (BASEMENT) 4985.50
FLOOD PROOFING ELEVATION 4998.50
HVAC EQUIPMENT ELEVATION (IN FLOODPROOFED
BASEMENT) 4985.50
FLOODWAY INFORMATION TABLE
* INFORMATION PROVIDED IN THE ABOVE TABLE IS BASED UPON THE
INTERPOLATED BFE LOCATED AT THE NORTHWEST CORNER OF THE
PROPOSED BUILDING.
NOTE:
1. THE TYPICAL FOOTING DETAIL IS SHOWN FOR REFERENCE ONLY AND IS NOT A
CONSTRUCTION DETAIL. CONTRACTOR SHALL REFER TO APPROVED ARCHITECTURAL
AND STRUCTURAL DRAWINGS FOR ALL FOUNDATION AND BUILDING DETAILS.
2. LOCATION OF HVAC EQUIPMENT IS TO BE LOCATED WITHIN THE FLOODPROOFED
BASEMENT.
TYPICAL FOOTING DETAIL
1. THE FOLLOWING PRODUCTS ARE BEING PROPOSED TO BE UTILIZED DURING CONSTRUCTION IN ORDER
TO FLOODPROOF THE BUILDING:
x EXTERIOR WALLS WILL BE WRAPPED WITH BITUTHENE 4000 FLEXIBLE PREFORMED WATERPROOF
MEMBRANE AND INSTALLED WITH DRAINAGE MATT AND 2-INCH RIDGED R-10 INSULATION.
x PREPRUFE WATERPROOFING MEMBRANE WILL BE INSTALLED UNDER THE SLAB. LAP SIDES OF
WALLS AND SEAL JOINTS PER MANUFACTURER SPECIFICATIONS.
x UNDER SLAB DRAINAGE SYSTEM AND PERIMETER DRAIN WITH SUMP PUMP TO BE INSTALLED.
x d, D/E EdZzKKZt/>> W ^dZ/E&>KKZZ/ ZKKZ͘d, &>KK^,/ >KKZz
^sE,dZ/D/^EKZD>h^ W ^dZ/EKKZd,d>^Kd^^&>KKWZKd d/KEKKZ͘
WHILE THE DOOR IS CLOSED AND LATCHED THE BUILDING WILL BE PROTECTED FROM FLOODING.
x THE STAIR EXIT DOOR WILL BE A PEDESTRIAN FLOOD DOOR. THE PD-520 IS A NORMAL USE
PEDESTRIAN DOOR THAT ALSO ACTS AS A FLOOD PROTECTION DOOR. WHILE THE DOOR IS CLOSED
AND LATCHED THE BUILDING WILL BE PROTECTED FROM FLOODING.
CONCRETE CAISSON FOUNDATION
PER STRUCTURAL DRAWINGS
FFE=4995.50
(NAVD-88)
FFE=4985.50
(NAVD-88)
FINISHED GRADE
VARIES
BFE=4996.93
(NAVD-88)
RFPE=4998.43
(NAVD-88)
FLOOD PROOFING ELEV.=4998.50
(NAVD-88)
CONTINUOUS WATERPROOFING
MEMBRANE
CONTINUOUS WATERPROOFING
MEMBRANE
WATERSTOP
PRE-CAST
CONCRETE WALL
CAST-IN-PLACE CONCRETE
FOUNDATION WALL
FLOODPROOF NOTES
PROJECT COORDINATES
VERTICAL DATUM:
BENCHMARK #1: CITY OF FORT COLLINS 1-11
SOUTHEAST CORNER OF MULBERRY ST. AND LOOMIS AVE. , AT THE NORTHEAST
CORNER OF A CONCRETE TRAFFIC SIGNAL BASE.
ELEVATION=5008.62 (NAVD 88 DATUM)
BENCHMARK #2: CITY OF FORT COLLINS 6-00
LOCATED ON A CATCH BASIN AT THE NORTHWEST CORNER OF
MULBERRY STREET AND COLLEGE AVENUE.
ELEVATION=4993.85 (NAVD 88 DATUM)
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
FLOODPLAIN CROSS SECTION #2446
A1
OS1
OS2
FLOODPLAIN CROSS SECTION #2510
100-YEAR FLOOD ELEVATION-4996.6 (NAVD-88)
100-YEAR FLOOD ELEVATION-4996.3 (NAVD-88)
100' PUBLIC
RIGHT-OF-WAY
100' PUBLIC
RIGHT-OF-WAY
MAIN ENTRY DOOR
EXIT STAIR DOOR
FLOODWAY PRE-CONSTRUCTION
SURVEY SECTION (TYP.)
(SEE NOTE 8)
7. ANY ITEMS LOCATED IN THE FLOODWAY THAT CAN FLOAT (E.G. PICNIC TABLE, BIKE RACKS, ETC.) MUST BE ANCHORED.
8. ELEVATIONS AT EACH OF THE FLOODWAY PRE-CONSTRUCTION SURVEY SECTIONS WITH SPOTS DESIGNATED AS "FW"
(FLOODWAY) AND "TC" (TOP BACK OF CURB), ARE SHOWN PER THE PRE-CONSTRUCTION SURVEY PERFORMED BY
NORTHERN ENGINEERING. FINISHED GRADE ELEVATIONS MUST BE WITHIN 0.04' AT ALL THESE NOTED LOCATIONS PER
CITY OF FORT COLLINS STANDARDS. CONTRACTOR SHALL NOTE THAT A POST-CONSTRUCTION SURVEY WILL BE
REQUIRED TO VERIFY THAT THE FINISHED GRADES AT THESE LOCATIONS ARE WITHIN THE SAID TOLERANCE.
9. REFER TO THE ARCHITECTURAL PLANS FOR INTERNAL BUILDING GRADING. NOTE THAT THE FINISHED FLOOR ELEVATION
OF 4995.50 CORRESPONDS TO ELEVATION 100'-0" AS SHOWN ON THE ARCHITECTURAL PLANS.
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
FW=FLOODWAY
HP=HIGH POINT
LP=LOW POINT
TC=TOP OF CURB
TOW=TOP OF WALL
EXISTING GRADE
CURB & GUTTER
SILT FENCE
ROCK SOCK
EXISTING CONTOUR
PROPOSED CONTOUR
CITY HIGH RISK FLOODWAY
CITY HIGH RISK 100-YEAR
FLOODPLAIN
CHECK CURB HT IN FIELD
3"?
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
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
INSTALL CURB & GUTTER
TO MATCH EXISTING PAVEMENT
AND TOP BACK OF CURB
(SEE NOTE 8)
SF SF SF SF
SF SF SF
SF SF SF SF
SF
SF SF
SF SF
100' PUBLIC
RIGHT-OF-WAY
100' PUBLIC
RIGHT-OF-WAY
FLOODPLAIN CROSS SECTION #2446
FLOODPLAIN CROSS SECTION #2510
100-YEAR FLOOD ELEVATION-4996.6 (NAVD-88)
100-YEAR FLOOD ELEVATION-4996.3 (NAVD-88)
SF SF SF SF
MATCH EXISTING
PAVEMENT
FINISHED GRADE ABOVE
FINISHED FLOOR AT
DOORWAY (SEE ARCH.
PLANS FOR INTERNAL
STEP/RAMP LOCATION)
GRADE BREAK
GRADE BREAK
FLOODWAY PRE-CONSTRUCTION
SURVEY SECTION (TYP.)
(SEE NOTE 8)
ONLY AND ARE APPROXIMATE. FINAL DESIGNS OF DRY UTILITIES WILL BE PERFORMED BY THE APPROPRIATE UTILITY
COMPANY.
12. THE ELECTRICAL DUCT BANK IS SHOWN PER BEST AVAILABLE INFORMATION. CONTRACTOR SHALL CONFIRM HORIZONTAL
AND VERTICAL LOCATION OF THE DUCT BANK PRIOR TO CONSTRUCTION. SHOULD THE PROPOSED WATER OR GAS
SERVICES CONFLICT WITH THE DUCT BANK, SAID SERVICES SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY
COMPANY TO BE LOCATED EITHER ABOVE OR BELOW THE EXISTING DUCT BANK. COORDINATE CROSSING
REQUIREMENTS FOR THE DUCT BANK WITH THE CITY OF FORT COLLINS UTILITY DEPARTMENT.
13. NOTE THAT THE FINISHED FLOOR ELEVATION OF 4995.50 CORRESPONDS TO ELEVATION 100'-0" AS SHOWN ON THE
ARCHITECTURAL PLANS.
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 GAS SERVICE
PROPOSED FIRE SERVICE
PROPOSED WATER SERVICE
PROPOSED SANITARY SERVICE
UTILITY KEY NOTES:
1 6"x6" TEE
INV. 4985.68
PROVIDE TRAFFIC RATED
CLEANOUT SOUTH OF TEE
WITH VERTICAL DROP
THROUGH CLEANOUT
(SEE DETAILS)
2 CONNECTION TO
INTERCEPTOR
INV. 4992.56
(SEE MECH. PLANS FOR
INTERCEPTOR DETAILS)
3 CONNECTION TO
INTERCEPTOR
INV. 4992.65
(SEE MECH. PLANS FOR
INTERCEPTOR DETAILS)
4 COORDINATE CONSTRUCTION
OF ROOF DRAIN AND SANITARY
WITH LOCATION OF EXISTING
ELECTRIC SERVICE
5 COORDINATE CONSTRUCTION
OF WATER SERVICES WITH
LOCATION OF EXISTING GAS MAIN
6 COORDINATE CONSTRUCTION
OF WATER AND GAS SERVICES
WITH LOCATION OF EXISTING
ELECTRICAL DUCT BANK
(SEE NOTE 12)
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
M
H
D
D
D
SS
6" F 6" F 6" F
6" F
6" F 6" F
SS
SS
SS
G
G
G
G
G G
W W
W
W
W
W
G F W
S
S
STORM MANHOLE
RIM=4995.60
INV S=4990.76 (16" CLAY)
INV SW=4990.68 (12" CLAY)
INV NW=4990.70 (16" CLAY)
SANITARY MANHOLE
RIM=4995.60
INV W=4989.45 (6" PVC)
EXISTING STORM
INLET TO REMAIN
RIM=4994.56
INV NE=4990.44
STORM MANHOLE
RIM=4995.40
INV N=4990.88 (18" PVC)
INV S=4990.96 (18" PVC)
INV W=4991.07 (12" CLAY)
SANITARY MANHOLE
INV N=4984.09 (8" CLAY)
INV S=4984.04 (8" CLAY)
STORM INLET
RIM=4995.03
INV SE=4992.09 (12" CLAY)
INV NE=4992.12 (12" PVC)
EXISTING ELECTRICAL
DUCT BANK
EXISTING LOT LINE
PROPOSED BUILDING
100' PUBLIC
RIGHT-OF-WAY
100' PUBLIC
RIGHT-OF-WAY
EXISTING FIRE HYDRANT
1500 GALLON GREASE INTERCEPTOR
(SEE MECH. PLANS FOR DETAILS)
N:129424.36 (CENTER)
E:194181.88 (CENTER)
CONNECT TO 8" WATER MAIN
W/ 8"x6" TAPPING SLEEVE
W/ T.B. AND G.V. (S)
N:129515.09
E:194149.81
CONNECT TO 8" WATER MAIN
W/ 1-1/2" TAPPING SADDLE
N:129515.10
E:194153.81
1-1/2" WATER METER
AND SERVICE
N:129462.32 (CENTER)
E:194153.34 (CENTER)
(UPSIZE TO 2" SERVICE
5-FOOT SOUTH OF METER)
CONNECT ROOF DRAIN TO
EXISTING STORM INLET
RIM=4994.60
INV E=4991.90
INV. W=4992.10
FIRE DEPARTMENT
CONNECTION (FDC)
CONNECT TO BLDG ROOF
DRAIN (SEE NOTE 3)
INV. 4992.70
PROPOSED TRANSFORMER
(SEE ELEC. PLANS)
PROPOSED GAS SERVICE
(INSTALLATION BY PROVIDER)
1-1/2-INCH WATER SERVICE
6-INCH FIRE SERVICES
CONNECT TO
BLDG SERVICES
(SEE NOTE 3)
CONNECT TO BLDG
GAS METER (SEE NOTE 3)
CONNECT TO EXISTING
8-INCH SANITARY MAIN
W/ 6" PVC SERVICE
INV.=4984.64 (8" MAIN)
CONNECT TO RESTAURANT
SANITARY SERVICE W/
6"x4" REDUCER
(SEE NOTE 3)
INV. 4992.75
CONNECT TO 4" BLDG
SANITARY SERVICE
W/ 6"x4" REDUCER
(SEE NOTE 3)
INV. 4985.71
15.0 LF OF 8" HDPE
ROOF DRAIN @ 4.0%
CURB STOP
ELECTRIC METERS
(SEE ELEC. PLANS)
25.0 LF OF 6" PVC @ 1.0%
3
6" PVC @ 1.0%
4
6
5
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:
X X
X
X X
LOT 7
LOT 8
PROPOSED BUILDING
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:129445.93
E:194131.31
BUILDING CORNER
N:129386.36
E:194130.90
BUILDING CORNER
N:129386.09
E:194170.45
PEDESTRIAN ACCESS RAMPS
ELECTRIC
TRANSFORMER PAD
BIKE PARKING
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
CONCRETE PAVERS
LANDSCAPE BENCH
(SEE NOTE 3)
LANDSCAPE
BENCH
(SEE NOTE 3)
BUILDING CORNER
N:129430.64
E:194178.42
47.45'
57.67'
APPROXIMATE LIMITS
OF DISTURBANCE
CONCRETE PAVERS
100' PUBLIC
RIGHT-OF-WAY
100' PUBLIC
RIGHT-OF-WAY
6
(
40.65'
L=21.94' R=14.00'
¬
6
:
49.64'
6
:
11.75'
6
(
4.10'
BIKE PARKING
RECONSTRUCT EXISTING
CURB AND GUTTER
(SEE NOTE 8)
RECONSTRUCT EXISTING
CURB AND GUTTER
(SEE NOTE 8)
REPLACE SALVAGED
WOOD FENCE
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 (SEE NOTE 7)
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:
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
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
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G G G G
G
G
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G
G G G G
CTV
CTV
OHE OHE
OHE
OHE OHE
OHE
M
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D
D
D
CABLE
SS SS
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STORM MANHOLE
RIM=4995.60
INV S=4990.76 (16" CLAY)
INV SW=4990.68 (12" CLAY)
INV NW=4990.70 (16" CLAY)
SANITARY MANHOLE
RIM=4995.60
INV W=4989.45 (6" PVC)
EXISTING STORM
INLET TO REMAIN
RIM=4994.56
INV NE=4990.44
(12" CLAY)
STORM MANHOLE
RIM=4995.40
INV N=4990.88 (18" PVC)
INV S=4990.96 (18" PVC)
INV W=4991.07 (12" CLAY)
SANITARY MANHOLE
INV N=4984.09 (8" CLAY)
INV S=4984.04 (8" CLAY)
STORM INLET
RIM=4995.03
INV SE=4992.09 (12" CLAY)
INV NE=4992.12 (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=4994.60
INV E=4991.90 (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 7)
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
100' PUBLIC
RIGHT-OF-WAY
100' PUBLIC
RIGHT-OF-WAY
/ / / /
/
/ / / /
/
/ / / /
/
/ / / /
/
/ / / /
/
/ / /
APPROXIMATE LOCATION
OF EXISTING SANITARY SEWER
SERVICE TO BE REMOVED
(SEE NOTE 11)
SALVAGE AND REPLACE
EXISTING WOOD FENCE
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
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 Summary prepared by United Civil Design Group and dated July 2, 2014, 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.
GENERAL NOTES (CONTINUED)
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:
BENCHMARK #1: CITY OF FORT COLLINS 1-11
SOUTHEAST CORNER OF MULBERRY ST. AND LOOMIS AVE. , AT THE NORTHEAST CORNER OF A CONCRETE TRAFFIC SIGNAL BASE.
ELEVATION=5005.44 (CITY OF FORT COLLINS-NGVD 1929 DATUM UNADJUSTED)
ELEVATION=5008.62 (NAVD 88 DATUM)
BENCHMARK #2: 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-NGVD 1929 DATUM UNADJUSTED)
ELEVATION=4993.85 (NAVD 88 DATUM)
BASIS OF BEARINGS:
7+(($67/,1(2)%/2&.72:12))257&2//,16$6%($5,1*6287+
:(67 $6680(''$780
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.
STREET IMPROVEMENTS 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 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.
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, 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. 07/02/2014
401 SOUTH MASON STREET
10
U13008
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
Civil Engineering & Consulting
1501 Academy Court, Suite 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
301 N. HOWES STREET, SUITE 100
FORT COLLINS, CO 80521
PHONE: 970-221-4158
CONTACT: ERIC SMITH
PROJECT TEAM
PROJECT COORDINATES
VERTICAL DATUM:
BENCHMARK #1: CITY OF FORT COLLINS 1-11
SOUTHEAST CORNER OF MULBERRY ST. AND LOOMIS AVE. , AT THE NORTHEAST
CORNER OF A CONCRETE TRAFFIC SIGNAL BASE.
ELEVATION=5005.44 (CITY OF FORT COLLINS-NGVD 1929 DATUM UNADJUSTED)
ELEVATION=5008.62 (NAVD 88)
BENCHMARK #2: 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-NGVD 1929 DATUM UNADJUSTED)
ELEVATION=4993.85 (NAVD 88 DATUM)
BASIS OF BEARINGS:
7+(($67/,1(2)%/2&.72:12))257&2//,16$6%($5,1*6287+
WEST (ASSUMED DATUM).
NOTE:
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.
UTILITY PROVIDER CONTACT PHONE
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. 07/02/2014
401 SOUTH MASON STREET
10
U13008
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
Civil Engineering & Consulting
1501 Academy Court, Suite 203
Fort Collins, CO 80524
(970) 530-4044
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 CONSTRUCTION DETAILS
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
LAUREL 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