HomeMy WebLinkAboutANGIE LEE PERIODONTICS - FDP - FDP160028 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSASPEN SUMMIT LLC 06/22/16
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COVER SHEET
UTILITY PLANS FOR
ANGIE LEE PERIODONTICS
LOT 2, MIRAMONT SELF STORAGE P.U.D. LOCATED IN THE NORTHEAST QUARTER OF SECTION 1,
TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS,
COUNTY OF LARIMER, STATE OF COLORADO
JUNE 2016
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
OWNER / APPLICANT /
DEVELOPER
ASPEN SUMMIT, LLC.
1223 RED OAK CT
FORT COLLINS, CO 80525
PHONE: 970-999-2332
CONTACT: JESUS MARTIN-ROMAN
CIVIL ENGINEER
UNITED CIVIL DESIGN GROUP, LLC
1501 ACADEMY CT., STE 203
FORT COLLINS, CO 80524
PHONE: 970-530-4044
CONTACT: KEVIN BRAZELTON
PLANNER/LANDSCAPE
ARCHITECT
RIPLEY DESIGN INC.
419 CANYON AVENUE, SUITE 200
ASPEN SUMMIT LLC 06/22/16
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VERTICAL: 1" = 30'
HORIZONTAL:
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GENERAL & CONSTRUCTION NOTES
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.
ASPEN SUMMIT LLC 06/22/16
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VERTICAL: 1" = 10'
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EXISTING INFORMATION & REMOVAL PLAN
0 10' 20'
SCALE: 1" = 10'
5'
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.
SAWCUT LINE
REMOVE EXISTING
CONCRETE PAVEMENT
OR SIDEWALK
EXISTING WATER
EXISTING SANITARY
EXISTING TELECOM
EXISTING FIBER OPTIC
EXISTING ELECTRIC
EXISTING STORM SEWER
EXISTING GAS
REMOVE EXISTING
ASPHALT
LIMITS OF DISTURBANCE
EXISTING CURB & GUTTER
EXISTING CONCRETE
PAVEMENT OR SIDEWALK
EXISTING RIGHT-OF-WAY LINE
EXISTING LOT LINE
EXISTING FENCE
EXISTING PAVEMENT STRIPING
EXISTING EASEMENT
REMOVE EXISTING CURB
CHECKED BY:
CHECKED BY:
CHECKED BY:
ASPEN SUMMIT LLC 06/22/16
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HORIZONTAL CONTROL PLAN
0 10' 20'
SCALE: 1" = 10'
5'
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
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.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
UNITED CIVIL
Design Group
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
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.
ASPEN SUMMIT LLC 06/22/16
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UTILITY PLAN
0 10' 20'
SCALE: 1" = 10'
5'
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
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.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
UNITED CIVIL
Design Group
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
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
DS
DS
DS
DS
EXISTING BUILDING EXISTING BUILDING
EAST BOARDWALK DRIVE
PRIVATE DRIVE
PHASE 2 BUILDING
PROPOSED BUILDING
FFE=5001.50
4.0:1
3.0:1
2.2%
2.2%
3.5%
4.3%
3.3%
2.3%
2.0%
2.0%
9.7%
11.0%
15.9%
8.9%
4.6%
5.8%
3.0%
PROPERTY BOUNDARY
(TYP.)
2.6%
FLUSH CURB
3.9%
EXISTING 12" RCP
STORM SEWER
PROPOSED ROOF DRAIN
(SEE UTILITY PLAN)
6" UNDERDRAIN
(SEE DETAILS)
EXISTING DOWNSPOUT (TYP.)
BIORETENTION SAND MEDIA
(SEE DETAILS)
5'
15' DRAINAGE &
UTILITY EASEMENT
GRADE BREAK
LANDSCAPE WALL
(SEE LANDSCAPE PLANS)
TOP OF WALL = 4997.45
PROPOSED POND
OUTLET STRUCTURE
(SEE DETAILS)
GRATE = 4997.15
PLACE FINISHED GRADE
AT SOUTH EDGE OF
FUTURE BUILDING
AT 4997.50
1.8%
2.7%
3.2%
1.5%
ASPEN SUMMIT LLC 06/22/16
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VERTICAL: 1" = N/A
HORIZONTAL:
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NORTH
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DRAINAGE PLAN
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.
2. VEGETATIVE SWALES AND THE WATERQUALITY POND SHALL BE MAINTAINED BY THE PROPERTY OWNER AND FOLLOW
APPLICABLE STANDARD OPERATING PROCEDURES AS SHOWN IN DEVELOPMENT AGREEMENT.
LIMITS OF DISTURBANCE
EXISTING CURB & GUTTER
EXISTING CONCRETE
EXISTING BUILDING
EXISTING PROPERTY LINE
EXISTING LOT LINE
EXISTING FENCE
EXISTING GRAVEL
EXISTING PAVEMENT STRIPING
BASIN DESIGNATION
BASIN AREA (ACRE)
2 - YR RUNOFF COEFF.
100 - YR RUNOFF COEFF.
BASIN BOUNDARY
DESIGN POINT
FLOW DIRECTION
EXISTING CONTOUR
PROPOSED CONTOUR
EXISTING WATER
EXISTING SANITARY
EXISTING TELECOM
EXISTING FIBER OPTIC
EXISTING ELECTRIC
EXISTING STORM SEWER
EXISTING GAS
DRAINAGE SUMMARY
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
DATE SUBMITTED:
ASPEN SUMMIT LLC 06/22/16
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VERTICAL: 1" = N/A
HORIZONTAL:
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CONSTRUCTION DETAILS
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
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.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
UNITED CIVIL
Design Group
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
SECTION A-A
A A
N.T.S.
6"
1:12 SLOPE MAX.
2'
EDGE OF RAMP 6"
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
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.
ASPEN SUMMIT LLC 06/22/16
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VERTICAL: 1" = N/A
HORIZONTAL:
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C601
12
CONSTRUCTION DETAILS
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
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.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
UNITED CIVIL
Design Group
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
DATE REVISED:
APPROVED:
DRAWN BY:
BEDDING REQUIREMENTS
NBJ WW-1
4/11/11
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
12" (Water & Sewer)
If this section is less than
4' of existing asphalt/concrete,
it must be removed and replaced.
ASPEN SUMMIT LLC 06/22/16
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1" = N/A
VERTICAL: 1" = N/A
HORIZONTAL:
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6/20/2016 2:08:48 PM
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C6.00_DETAILS
KRB SDR
C602
12
CONSTRUCTION DETAILS
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
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.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
UNITED CIVIL
Design Group
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
STANDARD CONCRETE NOTES
1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF ACI 318, ACI 304,
AND ACI 315.
ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS WITH
4%-6% ENTRAINED AIR AND TYPE II CEMENT UNLESS NOTED OTHERWISE.
REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, DEFORMED UNLESS NOTED
OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 WELDED STEEL WIRE FABRIC
UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS "B". ALL HOOKS SHALL BE STANDARD
UNLESS NOTED OTHERWISE.
THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS
ASPEN SUMMIT LLC 06/22/16
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VERTICAL: 1" = N/A
HORIZONTAL:
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C6.00_DETAILS
KRB SDR
C603
12
CONSTRUCTION DETAILS
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
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.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
UNITED CIVIL
Design Group
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
WATTLE INSTALLATION DETAIL
NOT TO SCALE
2
C603
ROCK SOCK
NOT TO SCALE
1
C603
SF
APPROVED:
ASPEN SUMMIT LLC 06/22/16
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VERTICAL: 1" = N/A
HORIZONTAL:
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C6.00_DETAILS
KRB SDR
C604
12
CONSTRUCTION DETAILS
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
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.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
UNITED CIVIL
Design Group
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
CWA
VEHICLE CONTROL TRACKING PAD
NOT TO SCALE
CONCRETE WASHOUT AREA
NOT TO SCALE
1
C604
2
C604
VTC
SURFACE ROUGHENING
NOT TO SCALE
3
C604
DATE:
DRAWN BY:
12/27/00
NBJ
FLOW
APPROVED:
DATE:
DRAWN BY: NBJ
11-29-2000
APPROVED:
DATE:
DRAWN BY:
01/03/01
NBJ
IP
SHOWN OTHERWISE ON DRAWINGS:
CONCRETE CAST AGAINST EARTH = 3"
CONCRETE EXPOSED TO EARTH OR WEATHER:
#6 AND LARGER = 2"
#5 AND SMALLER AND WWF = 1 1/2"
CONCRETE NOT EXPOSED TO WEATHER NOR CAST AGAINST EARTH:
SLAB AND WALL = 3/4"
BEAMS AND COLUMNS = 1 1/2"
A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE UNLESS NOTED
OTHERWISE IN ACCORDANCE WITH ACI 301 SECTION 4.2.4.
HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER THAT THE
ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR
EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOID CUTTING EXISTING
REBAR WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS.
USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHORS SHALL BE PER ICBO AND
MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES.
2.
3.
5.
6.
7.
4.
CITY OF FORT COLLINS
UTILITIES
STORMWATER
CONSTRUCTION DETAILS
DRAWN BY:
DATE:
APPROVED: DETAIL
2/22/05
TDC
STANDARD CONCRETE NOTES
D-41
BIORETENTION POND DETAILS
NOT TO SCALE
1
C602
BIORETENTION POND OVERFLOW STRUCTURE DETAILS (CDOT TYPE C INLET)
NOT TO SCALE
2
C602
MINIMUM 30-MIL HDPE
IMPERVIOUS MEMBRANE
9.6" PONDING
6" PERFORATED @ 0.5%
FUTURE FINISHED FLOOR
FUTURE BUILDING DOWNSPOUT
5001.5
EL.=4997.15
TOP OF POND
EL. 4997.50
(SEE GRADING PLAN)
5' WIDTH
MINIMUM 8" THICK BIORETENTION
SAND MEDIA LAYER PER CITY SPEC.
MINIMUM 4" THICK PEA GRAVEL LAYER
MINIMUM 8" THICK CDOT AGGREGATE
NO. 4 STORAGE/FILTRATION LAYER
NTS
WIDTH SECTION
6" PERFORATED UNDERDRAIN @0.5%
9.6" PONDING
0.35'
MINIMUM 30-MIL HDPE
IMPERVIOUS MEMBRANE
NTS
LENGTH SECTION
57' LENGTH TOP OF POND
EL. 4997.50
(SEE GRADING PLAN)
EL.=4997.15
OVERFLOW STRUCTURE
(SEE DETAILS)
OUTLET PIPE
TERMINATE UNDERDRAIN
WITH CLEANOUT
Edge of Pavement or
Lip of Existing Gutter
Compacted
Lifts of Suitable
Materials
Pavement
Thickness
Varies
Varies
1" (min.)
(See Note 9 below for Storm.)
4" (min.)
6" (max.)
Trench Width
Varies
2'
(min.)
Bedding Material
Undisturbed Soil
Utility Conduit
New Asphalt/Concrete
Clean Road Base
Existing Road Base
6" Full Depth Asphalt or
X/Y Composite Section
NOTES:
1. All trenches shall be backfilled in accordance with the above detail unless otherwise specified by the
Local Entity Engineer.
2. Prior to placement of asphalt/concrete, pavement edge shall be saw cut to a clean, vertical, and straight
edge.
3. Where the surrounding soils are non-expansive, a sand/cement slurry (1 sack mix) may be substituted for
backfill material.
4. Trench width shall not be more than 16" nor less than 12" wider than the outside diameter of the pipe.
5. Use a #4 rebar at centers along the perimeter of concrete replacement sections.
6. Refer to Chapter 22, Materials & Construction Specifications for compaction and testing requirements.
7. In unimproved areas, all disturbed areas shall be regraded, seeded & mulched.
8. In concrete roadways, a minimum of one entire concrete panel must be replaced.
9. Bedding material depth when installing storm sewer shall be up to spring line, except in areas of
unsuitable backfill; then, bedding material shall be placed to a level 12" above pipe.
DATE REVISED:
APPROVED:
DRAWN BY:
TRAFFIC RATED CLEANOUT
WW-15
NBJ
4/11/11
APPROVED:
DATE:
DRAWN BY:
1/12/00
SKC
12/12/00
NBJ
APPROVED:
DATE:
DRAWN BY:
6"
6'-0"
6"
2-1"Ø HOLES
SECTION
NOTE:
1. WHEEL STOPS SHALL BE PREFABRICATED UTILIZING GRAY CONCRETE.
NOT TO SCALE
1
C601
PREFABRICATED WHEEL STOP
3. WOOD FLOAT FINISH IS REQUIRED OVER THE SLOPED SURFACE OF RAMP AND FLARES.
4. PEDESTRIAN LANDING AREA REQUIRED 4 FT LENGTH X 4 FT WIDTH, MAX SLOPE IN ANY DIRECTION IS 1:50 OR 1
4" PER
FOOT.
5. WOOD FLOAT FINISH IS REQUIRED OVER THE SLOPED SURFACE OF RAMP AND FLARES.
6. DETECTABLE WARNING IS TO EXTEND FULL WIDTH OF THE RAMP AND BE A MINIMUM OF 2.0' IN THE DIRECTION OF
TRAVEL. MATERIAL TO BE APPROVED BY LOCAL ENGINEER.
7. PLAN AND SECTION VIEWS OF THIS DETAIL APPLY, AND WILL BE SIMILAR IN NATURE, FOR THE INSTALLATION OF
BOTH ACCESSIBLE RAMPS ON BOTH SIDES OF THE PRIVATE DRIVE.
NOTES:
PEDESTRIAN ACCESS RAMP DETAIL
NOT TO SCALE
2
C600
Max. Sign Panel
1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loose
from the post when hit by a vehicle.
2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground.
Cross section of post
3" - 6" ABOVE GRADE
2 1/4" Anchor
3. Signs larger than 36 inches in length or width require wind bracing and special post design.
NOTES:
4. Anchor Stub and post are square steel tube (perforated).
Anchor/Stub Post Size
CRITERIA FOR SINGLE POST
36" x 36" 2.25" x 2.25" x 3'-0"2" x 2" x 12'-0"
5. All "No Parking" signs shall be installed at 45° from Flow Line.
* *
2" x 2" x 10' OR 12'
12 GAUGE TELESPAR POST
(22F12A31)
7'-0" MIN. CLEARANCE
2' - 3'
FROM F
Street Curb
See Figure 16-1
SWSAMPLEAVE
2400
R1-1 "STOP" SIGN 30" HIGH DENSITY/DIAMOND
GRADE. SIGN MOUNTED TO POST WITH 1 EACH
DRIVE RIVET WITH NYLON WASHER AGAINST SIGN
FACE (ON TOP OF THE SIGN). THE BOTTOM OF THE
SIGN SHALL BE MOUNTED WITH 1 EACH
5/16"x2-1/2" HEW BOLT WITH METAL AND FROM
NYLON WASHERS (NYLON WASHER AGAINST SIGN
FACE) AND SECURED WITH 1 EACH 5/16" HEX NUT
ON THE BACK SIDE OF POST.
L
2-1/4" x 2-1/4" x 3'
ANCHOR/STUB
2 EACH 8" BLADES
MOUNTED TO POST
WITH 4 EACH DRIVE
RIVETS WITH
NYLON WASHERS
* 12 Gauge
30" 8" 8"
VAN-
ACCESSIBLE
PARKING
MIN. MIN. ONE IN EVERY
EIGHT ACCESSIBLE
SPACES, BUT NOT
LESS THAN ONE,
SHALL BE VAN
ACCESSIBLE.
ONE SIGN
PER SPACE
REQUIRED
REQUIRED
PER SPACE
ONE SIGN
REQUIRED
PER SPACE
ONE SIGN
CAR ACCESSIBLE VAN ACCESSIBLE
"UNIVERSAL DESIGN"
CAR & VAN ACCESSIBLE
OR
A "UNIVERSAL" PARKING SPACE DESIGN MAY BE USED.
THIS DESIGN IS USED TO ACCOMMODATE CAR & VAN
ACCESSIBLE PARKING SPACES, WHICH ELIMINATES THE
NEED FOR TWO SIGN TYPES.
8'
5'
8' 8'
8'
8'
11'
5'
11' 11'
5'
RESERVED RESERVED
PARKING
RESERVED
PARKING
R7-8
R7-8
R7-8
ATTACHED SIDEWALK DETAIL
Slope sidewalk to curb 1/4" per foot.
NOTE: Construct sidewalk with joints at 10' intervals
R 1/8"
WEAKENED PLANE JOINT EXPANSION JOINT
R1/4"
and aligned with scoring on curb.
INSTALL IN LOCATIONS SPECIFIED
IN CHAPTER 22
1/2"
1/4"
1/4 SLAB THICKNESS
1/4"
1/2" Expansion
Joint material
DETACHED SIDEWALK DETAIL
Variable
Landscaping
Slope sidewalk to curb 1/4" per foot.
2' min.
Slope: Minimum
1
4"/ft
Maximum 3"/ft
Curb
Flare
Varies
Curb
2'-0"
Flare
Ramp
concrete ramps
Panels embedded in the
Apron
Gutter
or
Curb and Gutter
Flow line
1:20 Slope 1:12 MAX Slope
Section A-A
NTS
Varies Varies
Curb
Curb
Flare
Ramp
2'-0"
Varies
Panels
Panels
6"
A
A
CL
Pedestrian flow
Aligned with
Ramp
Width:
4.5'
5.0'
6.0'
7.0'
8.0'
Note:
Truncated dome panels are
available in 2'x2' squares
and
2'x2.5' rectangles. Combine
the widths to fit the ramp.
Panels may be cut to no
less
than a 2'x1.5' size.
Panel Width
Combinations:
2'+2.5'
2.5'+2.5'
2'+2'+2'
2.5'+2'+2.5'
2'+2'+2'+2'
Note:
1. Truncated dome warning panel:
Install panels along with the concrete
pour for the ramp. The panel material
shall be "Cast In Tact Warning Panels"
or an equivalent material that must
be first approved by the City Engineer
prior to installation. The panel color
shall be red, no other color is approved.
Specifications for the panel and
installation instructions will be
provided upon request.
2. This drawing shows vertical curb. For
Drive Over Curb the warning detection
location shall be placed in the same
position 6" back from the Face of
Curb or .
Case 1-Directional Ramps Case 2-Non-Directional Ramps
Varies
Panels
Ramp
Panels
Flare
2'-0"
Curb
Case 3-Mid-Block Ramps
6"
Panels Panels
Apron
Gutter
or
Flare
6"
Flare
(Center line of ramp)
CL -Center line of ramp
BOC
BOC
BOC
FOC
FL
or
FOC
BOC
FL
-Back of Curb
-Face of Curb
-Flow line
2'
NOTES:
1. THE ABOVE PAVEMENT SECTIONS WERE TAKEN FROM THE EARTH ENGINEERING REPORT
ENTITLED "SUBSURFACE EXPLORATION REPORT - ANGIE LEE PERIODONTICS", DATED
NOVEMBER 2, 2015, EEC PROJECT NO. 1152104. REFER TO THIS REPORT FOR PERFORMANCE
SPECIFICATIONS AND OTHER RECOMMENDATIONS.
2. NOTE THAT THE REFERENCED GEOTECHNICAL REPORT RECOMMENDS OVEREXCAVATION AND
BACKFILL AT THE SITE. REFER TO THE GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION
REGARDING LOCATIONS AND DEPTHS OF RECOMMENDED OVEREXCAVATION.
ONSITE PAVEMENT DETAILS
NOT TO SCALE
3
C600
6"
2"R.
6" 6"
12"
1 1/2"R.
6"
4 1/2"
ONSITE INFLOW CURB & GUTTER
Gutter edge may be
tapered or battered.
(Typical for all Curb &
& Gutter Types)
1"
1'-6"
6"
2"R.
1 1/2"R.
6"
4 1/2"
Gutter edge may be
tapered or battered.
(Typical for all Curb &
& Gutter Types)
1"
1'-6"
6" 6"
12"
NOT TO SCALE
1
C600
ONSITE CURB AND GUTTER DETAILS
CONSTRUCTED W/O
VERTICAL CURB
SIDEWALK
PAVEMENT SECTION
NORMAL FLOWLINE
VARIES
FLUSH CURB
4" HOT MIX ASPHALT
8" AGGREGATE
BASE COURSE
(CLASS 5 OR 6)
9" AGGREGATE
BASE COURSE
(CLASS 5 OR 6)
5" HOT MIX ASPHALT
APPROVED SUBGRADE
(SEE GEOTECHNICAL
REPORT)
APPROVED SUBGRADE
(SEE GEOTECHNICAL
REPORT)
COMPOSITE FLEXIBLE PAVEMENT
LANDING
ONSITE CURB & GUTTER
3'
2' CONCRETE CURB CHASE/RUNDOWN
6" 2' 6"
6" CONCRETE
6"
LANDING RAMP
VERTICAL CURB
(6" MAX HEIGHT)
TRUNCATED DOMES
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.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
UNITED CIVIL
Design Group
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
Basin Design Point Area %I C2 C100 Q2 Q100
(acre) (cfs) (cfs)
Proposed Basins
A1 A1 0.04 12% 0.333 0.416 0.04 0.16
A2 A2 0.20 93% 0.915 1.000 0.52 2.00
A3 A3 0.07 90% 0.950 1.000 0.20 0.74
B1 B1 0.10 90% 0.950 1.000 0.26 0.95
OS1 OS1 0.06 8% 0.295 0.368 0.05 0.20
OS2 OS2 0.06 2% 0.250 0.313 0.03 0.15
OS3 OS3 0.07 54% 0.665 0.831 0.14 0.60
EXISTING BUILDING EXISTING BUILDING
EAST BOARDWALK DRIVE
OAKRIDGE DRIVE
DS
DS
DS
DS
PRIVATE DRIVE
PROPERTY BOUNDARY
(TYP.)
BIORETENTION POND
20' DRAINAGE
EASEMENT
PHASE 2 BUILDING
PROPOSED BUILDING
FFE=5001.50
EXISTING 12" RCP
STORM SEWER
PROPOSED ROOF DRAIN
PROPOSED POND
OUTLET STRUCTURE
6" UNDERDRAIN
EXISTING DOWNSPOUT (TYP.)
BIORETENTION SAND MEDIA
15' DRAINAGE &
UTILITY EASEMENT
A2
0.20
0.04
A1
0.07
B1
0.07
OS3
OS1
0.06
A3
0.10
OS2
0.06
3.1%
GRADE BREAK
2.1%
2.1%
GRADE BREAK
4.2:1
3.2:1
4.5:1
6.0:1
5.0:1
PROVIDE 1' WIDE BERM
BETWEEN TOP OF POND
(97.50) AND TOP OF WALL
2.5%
4.5%
2.0%
2.8%
MATCH EXISTING
CURB AND GUTTER
MATCH EXISTING CURB,
GUTTER & SIDEWALK
MATCH EXISTING
SIDEWALK
T
T
T
T
T
MATCH EXISTING
CONCRETE PAN
98.28
97.50
1.26
98.34
95.79
0.37
0.45
96.49
94.51
0.92 HP
1.16
96.36 94.57
1.03
0.84
1.26
1.31 HP
97.85
97.81
97.64
97.98
97.86
97.78
97.63
97.87
98.02
98.52
97.93
97.85
97.87
98.35
98.43
98.42
98.41
98.50
0.23
0.80
0.80
0.48
99.72
99.56
0.07
99.66
99.92
0.92
1.06
1.40
1.40 1.50 FG
1.50 FG
1.27 FG
1.50 FG
1.50 FG
1.50 FG
1.30 TBC
0.95
0.80
1.44
1.15
1.21
1.20 FG
1.50 FG
1.00 FG
1.50 FG
1.40
1.15
1.00 FG
1.00 FG
0.79
1.00 FG
97.23
96.78
96.64
97.50
97.50
97.45
97.45
97.50 95.95
95.95
96.45
97.45
97.50
96.69
98.98
0.69
0.51
1.15
0.82
0.84
0.75
1.10
0.98
1.57 1.06
1.58
1.11
1.02
0.63
0.87
0.67
96.69
96.41
96.40
1.40 FG
0.82
1.50 FG
99.41
99.08
98.94
99.41
PROPOSED STEPS
(4) 6" RISERS
1.41
1.41
PROPOSED STEP
(1) RISER
PROPOSED STEP
(1) 6" RISER
1.00 FG
1.50 FG
1.00 FG
PROPOSED
SWALE
0.95
98.32
EXPOSE SIDEWALK
(6" MAX. EXPOSURE)
EXPOSE CURB
(6" MAX. EXPOSURE)
95.20
96.13
GRADE SWALE ALONG
PROPERTY LINE
96.55
96.41
96.27
1' SIDEWALK CHASE
5'X5' TURF
REINFORCMENT MAT
(SEE NOTE 7)
4'X4' TURF
REINFORCMENT MAT
(SEE NOTE 7)
5'X10' EROSION
CONTROL BLANKET
(SEE NOTE 7)
ASPEN SUMMIT LLC 06/22/16
U15103
1" = ##'
VERTICAL: 1" = N/A
HORIZONTAL:
ANGIE LEE PERIODONTICS
NORTH
6/20/2016 2:38:39 PM
P:\U15013 - 4803 BOARDWALK OFFICE\CADD\CP\C4.00_GRADING-EROSION PLAN.DWG
C4.00_GRADING-EROSION PLAN
KRB SDR
C400
12
GRADING & EROSION CONTROL PLAN
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. NOTE THAT THE FINISHED FLOOR ELEVATION AS SHOWN ON THIS DRAWING CORRESPONDS TO ELEVATION 100'-0" AS
SHOWN ON THE ARCHITECTURAL PLANS.
5. THE FINISHED FLOOR ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE
100-YEAR STORM.
6. CONTRACTOR SHALL NOTE THAT OVEREXCAVATION IS REQUIRED UNDER THE BUILDING PAD (A MINIMUM OF 5-FEET) AND
UNDER SITE PAVEMENTS (A MINIMUM OF 2-FEET). CONTRACTOR SHALL REFER TO THE GEOTECHNICAL REPORT
PROVIDED BY EARTH ENGINEERING CONSULTANTS FOR MORE INFORMATION.
7. TEMPORARY EROSION CONTROL BLANKETS (ECB) SHALL BE NORTH AMERICAN GREEN ERONET S75 OR APPROVED
EQUAL. PERMANENT REINFORCEMENT MAT (TRM) SHALL BE NORTH AMERICAN GREEN VMAX SC250 OR APPROVED
EQUAL.
PROPOSED SLOPE
90.30
PROPOSED SPOT ELEVATION
FF=FINISHED FLOOR
FG=FINISHED GRADE
HP=HIGH POINT
LP=LOW POINT
TC=TOP OF CURB
TOW=TOP OF WALL
3.13
EXISTING GRADE
SILT FENCE
ROCK SOCK
EXISTING CONTOUR
PROPOSED CONTOUR
LIMITS OF DISTURBANCE
EXISTING CURB & GUTTER
EXISTING CONCRETE
PAVEMENT OR SIDEWALK
EXISTING RIGHT-OF-WAY LINE
EXISTING LOT LINE
EXISTING FENCE
EXISTING PAVEMENT STRIPING
PROPOSED CONCRETE
PAVEMENT OR SIDEWALK
PROPOSED CURB & GUTTER
PROPOSED BUILDING
EXISTING EASEMENT
PROPOSED PAVEMENT STRIPING
WATTLE DIKE
RIPRAP
EROSION CONTROL NOTES
1. THE SITE WILL BE LANDSCAPED TO FINAL STABILIZATION. SEE FINAL LANDSCAPE PLAN FOR DETAILS.
2. REFER TO SHEET C001 FOR STANDARD EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN NOTES.
3. EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS SHALL FOLLOW CITY REGULATIONS.
4. CONTRACTOR TO TERRACE SLOPES USING A "TRACKED" VEHICLE, RUN PERPENDICULAR TO SLOPE TO INHIBIT
RILL/GULLEY EROSION, CONTRACTOR MAY USE OTHER WINDROW-TYPE METHODS AS APPROVED BY ENGINEER. TYPICAL
ALL SLOPES, REPEAT AS NECESSARY UNTIL LANDSCAPING IS INSTALLED.
5. ANY AREAS USED FOR STOCKPILING AND/OR STAGING SHOULD ALSO HAVE SEDIMENT AND EROSION CONTROL
MEASURES AS NECESSARY. THESE AREAS SHOULD BE LOCATED AT LEAST 100' AWAY FROM DRAINAGE WAYS. THE ITEMS
MAY INCLUDE BUT ARE NOT LIMITED TO VEHICLE TRACKING CONTROL, SILT FENCE, CONSTRUCTION FENCE, CONCRETE
WASHOUT, AND SEDIMENT TRAP.
6. SOIL AMENDMENTS SHALL BE INCORPORATED IN ALL LANDSCAPE AREAS TO A DEPTH OF 6" AT A RATE OF 3 CUBIC YARDS
PER 1000 SQUARE FEET OF AREA -OR- 4" OF LOOSE TOPSOIL IMPORTED ONTO THE SITE OVER 4" OF LOOSENED
SUBGRADE SOILS. REFER TO CITY OF FORT COLLINS CODE SECTIONS 12-130 THROUGH 12-132.
7. TEMPORARY SEEDING SHALL BE UTILIZED IN THE EVENT THAT A GRADED AREA IS EXPOSED LONGER THAN 30 DAYS. THE
SITE SHALL BE SEEDED WITH 100% SMOOTH BROME AT A MINIMUM APPLICATION RATE OF 30 PLS/LBS/ACRE.
8. A COMMERCIAL FERTILIZER WITH THE FOLLOWING SPECS SHALL BE USED:
INGREDIENT % AVAILABLE BY
WEIGHT
APPLICATION RATE IN
LBS/ACRE
VEHICLE TRACKING
CONTROL PAD
DROP INLET
PROTECTION
SURFACE ROUGHENING
(SEE EROSION
CONTROL NOTE 4)
EROSION CONTROL
BLANKET (SEE NOTE 7)
TURF REINFORCEMENT
MAT (SEE NOTE 7)
INFLOW CURB & GUTTER
T CURB & GUTTER TRANSITION
EXISTING WATER
EXISTING SANITARY
EXISTING TELECOM
EXISTING FIBER OPTIC
EXISTING ELECTRIC
EXISTING STORM SEWER
EXISTING GAS
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
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.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
UNITED CIVIL
Design Group
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
PROJECT: ANGIE LEE PERIODONTICS
BEST MANAGEMENT PRACTICE ITEM:
PRESERVE EXISTING VEGETATION
SILT FENCE
VEHICLE TRACKING CONTROL
STAGING AREAS
CONCRETE WASHOUT AREA
SWALE AND SLOPE PROTECTION
SIDEWALK CHASE FILTER (RS)
1. COLUMNS SHOWN BELOW FOR TEMPORARY EROSION CONTROL ITEMS REPRESENT PHASE OF
CONSTRUCTION INCREMENTS, NOT SPECIFIC TIME DURATIONS.
2. CONTRACTOR IS RESPONSIBLE FOR REGULAR MAINTENANCE OF ALL BMP'S.
MOBILIZATION DEMOLITIONUTILITY
INSTALLATION
BUILDING
CONSTRUCTION
SITE GRADING
& PAVING
FINAL
LANDSCAPING
& STABILIZATION
PHASE OF
CONSTRUCTION
EROSION CONTROL SEQUENCING
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. 1-1/2" 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.
12. PHONE AND INTERNET SERVICE TO BE PROVIDED BY CENTURYLINK COMMUNICATIONS. TELEVISION SERVICE TO BE
PROVIDED BY COMCAST CABLE. (1) 2" CONDUIT SHALL BE PROVIDED FOR COMCAST AND (1) 4" CONDUIT FOR
CENTURYLINK. THE PROVIDER SHALL MAKE THE CONNECTION TO THE LOCAL NETWORK AND PULL ALL CABLE WITHIN
THE CONDUIT.
13. ALL CONDUIT PLACED BY THE CONTRACTOR FOR CABLE, PHONE AND INTERNET SHALL BE EQUIPPED WITH PULL TAPE
AND LOCATE WIRE PER THE SPECIFICATIONS OF EACH UTILITY COMPANY.
14. ELECTRIC SERVICE TO BE PROVIDED BY THE CITY OF FORT COLLINS. THE CITY SHALL INSTALL THE TRANSFORMER AND
PRIMARY LINE FROM THE CONNECTION POINT AT THE EXISTING MAIN TO THE TRANSFORMER. THE COST OF THE
PRIMARY LINE, TRANSFORMER, AND INSTALLATION OF THE SECONDARY LINE FROM THE TRANSFORMER TO THE BUILDING
SHALL BE THE RESPONSIBILITY OF THE DEVELOPER.
15. ELECTRIC TRANSFORMER PAD SIZE IS APPROXIMATE. COORDINATE FINAL LOCATION AND SIZE OF TRANSFORMER AND
LOCATION OF SECONDARY LINE WITH APPROVED ARCHITECTURAL PLANS.
16. GAS SERVICE TO BE PROVIDED BY XCEL ENERGY. XCEL SHALL INSTALL ALL GAS SERVICE AND THE METER. THE COST OF
ALL THE MAIN AND SERVICE INSTALLATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER.
17. STORM SEWER SHOWN ON THESE DRAWINGS AS HIGH DENSITY POLYETHYLENE (HDPE) SHALL BE WATERTIGHT ADS-N12
OR APPROVED EQUAL.
18. THE CONTRACTOR SHALL TERMINATE THE ROOF DRAIN LATERALS 5.0-FEET OUTSIDE OF BUILDING. EXACT LOCATIONS
(HORIZONTAL AND VERTICAL) OF THE ROOF DRAIN CONNECTIONS TO THE DOWNSPOUTS AT THE PROPOSED BUILDING
SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS.
19. REFER TO THE ARCHITECTURAL DRAWINGS FOR DETAILS REGARDING THE CONNECTIONS FROM THE DOWNSPOUT TO
UNDERGROUND ROOF DRAIN PIPING.
PROPOSED GAS SERVICE
PROPOSED WATER SERVICE
PROPOSED SANITARY SERVICE
LIMITS OF DISTURBANCE
EXISTING CURB & GUTTER
EXISTING CONCRETE
PAVEMENT OR SIDEWALK
EXISTING RIGHT-OF-WAY LINE
EXISTING LOT LINE
EXISTING FENCE
PROPOSED CONCRETE
PAVEMENT OR SIDEWALK
PROPOSED CURB & GUTTER
PROPOSED BUILDING
EXISTING EASEMENT
EXISTING PAVEMENT STRIPING
PROPOSED PAVEMENT STRIPING
EXISTING WATER
EXISTING SANITARY
EXISTING TELECOM
EXISTING FIBER OPTIC
EXISTING ELECTRIC
EXISTING STORM SEWER
EXISTING GAS
ROOF DRAIN KEY:
8" NYLOPLAST DRAIN BASIN
(OR APPROVED EQUAL)
N: 1432978.44
E: 3121647.05
INV. IN = 4997.38
INV. OUT = 4995.45
12" HDPE TEE W/ 12"x6" REDUCER (N)
6"x6" HDPE TEE
CONNECT 6" HDPE TO BUILDING
DOWNSPOUT (SEE NOTES 17-19)
POND OUTLET STRUCTURE
N: 1432937.08 (CENTER)
E: 3121639.07 (CENTER)
INV. IN = 4993.29
INV. OUT = 4993.28
(SEE DETAILS)
TERMINATE PERFORATED
UNDERDRAIN WITH CLEANOUT
G
DS
DS
DS
DS
EXISTING BUILDING EXISTING BUILDING
EXISTING 20'
DRAINAGE
& UTILITY
EASEMENT
EAST BOARDWALK DRIVE
PRIVATE DRIVE
PROPOSED BUILDING
EXISTING 8"
SANITARY SEWER
EXISTING 8"
WATER LINE
EXISTING 12" RCP
STORM SEWER
EXISTING GAS LINE
EXISTING 8"
WATER LINE
EXISTING 8"
WATER LINE
EXISTING PROPERTY
BOUNDARY (TYP.)
EXISTING FIBER
OPTIC SERVICE
EXISTING UNDERGROUND
UTILITIES
EXISTING
UNDERGROUND UTILITIES
PHASE 2 BUILDING
CONNECT TO EXISTING 4"
SANITARY SEWER SERVICE
INV. 4991.9±
BIORETENTION POND
(SEE GRADING PLAN)
EXISTING STORM MH
RIM 5000.59
INV. 4996.57 (N)
INV. 4996.55 (S)
EXISTING FES
INV. 4996.26
EXISTING SANITARY MH
RIM 4999.68
INV. 4989.74 (W)
INV. 4989.68 (E)
EXISTING SANITARY MH
RIM 45002.15
INV. 4991.35 (N)
INV. 4991.29 (E)
PROPERTY CORNER
N:1433058.38
E:3121663.46
PROPERTY CORNER
N:1433063.64
E:3121495.02
PROPERTY CORNER
N:1432926.71
E:3121490.74
PROPERTY CORNER
N:1432921.44
E:3121659.18
PROPOSED ROOF DRAIN
PROPOSED TRANSFORMER
(SEE NOTE 15)
EXISTING DOWNSPOUT (TYP.)
BIORETENTION SAND MEDIA
5'
FFE=5001.50
CONNECT TO 4"
BUILDING SERVICE
INV. 4992.50 (SEE NOTE 3)
RELOCATED EXISTING 1"
WATER SERVICE & METER
N:1433059.24
E:3121588.00
(UPSIZE TO 1.5" SERVICE 5'
DOWNSTREAM OF METER)
CURB STOP
CONNECT TO EXISTING
1" WATER SERVICE
CONNECT TO 1.5"
BUILDING SERVICE
(SEE NOTE 3)
CONNECT TO BUILDING
GAS METER (SEE NOTE 3 &16)
PROPOSED GAS SERVICE
(SEE NOTE 16)
EXISTING 15' DRAINAGE &
UTILITY EASEMENT
EXISTING 4" SANITARY
SEWER SERVICE
PROPOSED DOWNSPOUT (TYP.)
EXISTING GAS SERVICE
41.59 LF 6" HDPE @ 2.00%
11.00 LF
12" HDPE
@ 0.50%
28.60 LF 6" HDPE @ 2.00%
24.38 LF 6" HDPE @ 2.00%
12" FES
INV. IN=4994.57
5.22 LF 12" HDPE @ 0.50%
INV.=4994.62
60.00 LF 6" PERFORATED HDPE @ 0.50%
INV.=4998.50
INV.=4994.97
INV.=4997.95
INV.=4998.44
INV.=4998.10
1' SIDEWALK CHASE
3. CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE APPROVED LANDSCAPE DRAWINGS FOR ALL LANDSCAPE
AND SITE FEATURES SUCH AS LANDSCAPE WALLS, BIKE RACKS, TRASH RECEPTACLES, CONCRETE PLAZA 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. ALL PAVING AREAS NOT DESIGNATED AS "HEAVY DUTY" SHALL CONSIST OF "PARKING" PAVEMENT. SEE THE
GEOTECHNICAL REPORT AND PAVEMENT SECTION DETAILS FOR MORE INFORMATION.
7. CONTRACTOR SHALL NOTE THAT OVEREXCAVATION IS REQUIRED UNDER THE BUILDING PAD (A MINIMUM OF 5-FEET) AND
UNDER SITE PAVEMENTS (A MINIMUM OF 2-FEET). CONTRACTOR SHALL REFER TO THE GEOTECHNICAL REPORT
PROVIDED BY EARTH ENGINEERING CONSULTANTS FOR MORE INFORMATION.
LIMITS OF DISTURBANCE
EXISTING CURB & GUTTER
EXISTING CONCRETE
PAVEMENT OR SIDEWALK
EXISTING RIGHT-OF-WAY LINE
EXISTING LOT LINE
EXISTING FENCE
PROPOSED CONCRETE
PAVEMENT OR SIDEWALK
PROPOSED CURB & GUTTER
PROPOSED BUILDING
EXISTING EASEMENT
EXISTING PAVEMENT STRIPING
PROPOSED PAVEMENT STRIPING
HEAVY DUTY OR DRIVE
PAVEMENT SECTION
(SEE NOTE 6)
INFLOW CURB & GUTTER
T CURB & GUTTER TRANSITION
EXISTING BUILDING EXISTING BUILDING
EAST BOARDWALK DRIVE
PRIVATE DRIVE
9' (TYP.)
17' (TYP.)
PROPOSED
HANDICAP RAMP
TRASH ENCLOSURE
(SEE ARCH. PLANS)
BUILDING CORNER
N:1433047.76
E:3121572.76
BUILDING CORNER
N:1433051.49
E:3121645.53
BUILDING CORNER
N:1432993.01
E:3121576.17
BUILDING CORNER
N:1432990.90
E:3121643.64
9' (TYP.)
17' (TYP.)
9' (TYP.)
17' (TYP.)
PROPERTY CORNER
N:1433058.38
E:3121663.46
PROPERTY CORNER
N:1433063.64
E:3121495.02
PROPERTY CORNER
N:1432926.71
E:3121490.74
PROPERTY CORNER
N:1432921.44
E:3121659.18
PHASE 2 BUILDING
PROPOSED BUILDING
PROPOSED
7' SIDEWALK
2' CONCRETE PAN
PROPOSED
HANDICAP RAMP
PROPOSED
HANDICAP RAMP
17.7'
7.44'
72.05'
61.29'
2' CONCRETE CURB
CHASE/RUNDOWN TO
10' BIORETENTION POND
PROPOSED 6'
SIDEWALK
5' SIDEWALK
PROPOSED STEP
PROPOSED STEP(S)
4' SIDEWALK
4.06'
17.7'
5.24'
24' EMERGENCY
ACCESS EASEMENT
(BY SEPARATE DOCUMENT)
(1) VAN ACCESSIBLE
PARKING STALLS
(STRIPING AND SIGNAGE
PER DETAILS)
FLUSH CURB
BIORETENTION POND
20' DRAINAGE EASEMENT
(BY SEPARATE DOC.)
5' TEMPORARY CONSTRUCTION
EASEMENT (BY SEPARATE DOC.)
EXISTING 15' DRAINAGE &
UTILITY EASEMENT
EXISTING
20' DRAINAGE
& UTILITY
EASEMENT
PROPERTY
BOUNDARY (TYP.)
EXISTING
SIDEWALK CHASE
EXISTING 5'x10'
UTILITY EASEMENT
LIMITS OF
DISTURBANCE
PROPOSED STOP SIGN
ROOF OVERHANG
BIORETENTION SAND MEDIA
5'
8'
8'
9'
1.5' CURB AND
GUTTER (TYP.)
PROPOSED PAVEMENT PATCH
BICYCLE PARKING
1' SIDEWALK CHASE
1.5' CURB AND
GUTTER (TYP.)
PROPOSED PARKING
BLOCK (TYP.)
4.5' SIDEWALK
PROPOSED STEP DOWN
INTO ENCLOSURE
(SEE GRADING PLANS)
LANDSCAPE WALL
(SEE LANDSCAPE PLANS)
EXISTING 3' CHASE
FUTURE RAMP AND STAIRS
FUTURE WALL
T
T
T
T
N88°12'35"W
168.52'
N1°47'25"E
137.00'
S88°12'35"E
168.52'
S1°47'25"W
137.00'
L1
C1
L2
C2
L3
L4
L5
C3
L6
L7
L8
C4
L9
L10
L11
C5
L12
C6
L13
L14
L15
C7
L16
C8
L17
L18
L19
L20
L22
L21
T
CONNECT TO EXISTING
CURB AND GUTTER
CONNECT TO EXISTING
CURB, GUTTER & SIDEWALK
CONNECT TO EXISTING
SIDEWALK
CONNECT TO EXISTING
CONCRETE PAN
Line Table
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
LENGTH
10.88'
0.91'
13.82'
117.00'
14.00'
10.00'
24.00'
19.00'
14.00'
45.50'
14.00'
BEARING
S88°56'16.18"E
S01°47'25.00"W
N88°12'35.00"W
S01°47'25.00"W
S88°12'35.00"E
S01°47'25.00"W
S88°12'35.00"E
N01°47'25.00"E
S88°12'35.00"E
N01°47'25.00"E
N88°12'35.00"W
Line Table
LINE
L12
L13
L14
L15
L16
L17
L18
L19
L20
L21
L22
LENGTH
4.50'
14.00'
52.00'
13.80'
1.60'
13.30'
51.50'
55.00'
3.20'
13.44'
23.23'
BEARING
N01°47'25.00"E
S88°12'35.00"E
N01°47'25.00"E
N88°12'35.00"W
N05°25'36.00"E
S88°16'41.74"E
N01°47'25.00"E
N01°47'25.00"E
N05°25'36.00"E
N88°12'35.00"W
S79°41'41.11"W
Curve Table
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
DELTA
90°43'41"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
90°00'00"
93°38'11"
86°17'42"
RADIUS
10.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
10.00'
LENGTH
15.84'
4.71'
4.71'
4.71'
4.71'
4.71'
4.90'
15.06'
BEARING
S43°34'26"E
S46°47'25"W
S43°12'35"E
N46°47'25"E
N43°12'35"W
N46°47'25"E
N41°23'30"W
N48°34'27"E
CHORD
14.23'
4.24'
4.24'
4.24'
4.24'
4.24'
4.38'
13.68'
CHECKED BY:
CHECKED BY:
APPROVED:
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
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.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
UNITED CIVIL
Design Group
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
LOT 2
MIRAMONT SELF
STORAGE P.U.D.
EXISTING FIBER
OPTIC SERVICE
EXISTING BUILDING EXISTING BUILDING
EAST BOARDWALK DRIVE
PRIVATE DRIVE
REMOVE EXISTING 4.5' SIDEWALK REMOVE EXISTING 4.5' SIDEWALK
EXISTING
UNDERGROUND UTILITIES
EXISTING
FENCE
EXISTING
SANITARY SEWER
EXISTING 12" RCP
STORM SEWER
EXISTING 15' DRAINAGE &
UTILITY EASEMENT
20' DRAINAGE &
UTILITY EASEMENT
EXISTING GAS LINE
EXISTING 8"
WATER LINE
EXISTING PROPERTY
BOUNDARY (TYP.)
EXISTING FENCE
EXISTING
UNDERGROUND UTILITIES
EXISTING 8"
WATER LINE
EXISTING
5' SIDEWALK
EXISTING 1" WATER
SERVICE AND METER
TO BE RELOCATED
(SEE SHEET C300)
EXISTING
HANDICAP RAMP
EXISTING 6" FIRE
SERVICE TO BE REMOVED
EXISTING
SIDEWALK CHASE
EXISTING DOWNSPOUT (TYP.)
EXISTING GAS
SERVICE
REMOVE EXISTING
CONCRETE CURB
AND GUTTER (TYP.)
EXISTING STORM MH
RIM 5000.59
INV. 4996.57 (N)
INV. 4996.55 (S)
REMOVE EXISTING
CONCRETE CURB
AND GUTTER (TYP.)
EXISTING 8"
WATER LINE
EXISTING 4" SANITARY
SEWER SERVICE
INVERT=4992.1±
EXISTING FES
INV. 4996.26
EXISTING SANITARY MH
RIM 4999.68
INV. 4989.74 (W)
INV. 4989.68 (E)
EXISTING SANITARY MH
RIM 45002.15
INV. 4991.35 (N)
INV. 4991.29 (E)
PROPERTY CORNER
N:1433058.38
E:3121663.46
PROPERTY CORNER
N:1433063.64
E:3121495.02
PROPERTY CORNER
N:1432926.71
E:3121490.74
PROPERTY CORNER
N:1432921.44
E:3121659.18
EXISTING 18" PIPE
INV. 4991.90
N88°12'35"W
168.52'
N1°47'25"E
137.00'
S88°12'35"E
168.52'
S1°47'25"W
137.00'
SAWCUT AND REMOVE EXISTING
ASPHALT PAVEMENT (SEE NOTE 3)
EXISTING 3' CHASE
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.
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
APPROVED:
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 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, sanitary sewer or potable water system until the developer notifies the utility provider. Notification shall be a
minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required prior to
commencement of any work.
12. The developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should be
constructed prior to installation of the water lines and dry utilities.
13. The minimum cover over water lines is4.5 feet and the maximum is 5.5 fee 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 City of Fort Collins, 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 entitled "Angie Lee Periodontics" prepared by United Civil Design Group LLC, and dated June 22,
2016, 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.
GENERAL NOTES (CONTINUED)
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:
PROJECT DATUM:
NAVD 88.
BENCHMARK #1: CITY OF FORT COLLINS 4-08
ON SOUTH SIDE OF HARMONY RD. AT THE NORTHWEST CORNER OF 625 EAST HARMONY RD. (FRONT RANGE BAPTIST CHURCH), ON THE NORTH WALL OF A CONCRETE IRRIGATION
DROP STRUCTURE.
ELEVATION=5017.14
BENCHMARK #2: CITY OF FORT COLLINS 28-94
ON THE WEST SIDE OF SOUTH LEMAY AVE AT THE SOUTH END OF COLLINWOOD PROPERTY (5055 SOUTH LEMAY), ON TOP OF THE NORTH WALL OF A CONCRETE STORM WATER
CHASE NEAR A FIRE HYDRANT.
ELEVATION=4971.69
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED = NAVD88 - 3.20'.
BASIS OF BEARINGS:
THE EAST LINE OF LOT 2, MIRAMONT SELF STORAGE P.U.D., AS BEARING SOUTH 01°47'25" WEST (ASSUMED BEARING).
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.
STORM DRAINAGE NOTES
1. All street, sanitary sewer, storm sewer and water construction shall conform to City Standards and Specifications current at date of execution of the Development
Agreement pertaining to this development. Any construction occurring three years after the execution of the development agreement shall require re-examination of the
plans by the Director who may require that they be made to conform to standards and specifications current at that time.
2. The type, size, location, and number of all known underground utilities are approximate as shown on the drawings. It shall be the responsibility of the contractor to verify
the existence and location of all underground utilities along the route of the work. Before commencing new construction, the contractor shall be responsible for locating
unknown underground utilities.
3. These plans have been reviewed by the City for concept only. The review does not imply responsibility by the reviewing department, the City Engineer, or the City for
accuracy or correctness of the calculations. Furthermore, the review does not imply that the quantities of the 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 City for additional quantities of items shown that may be required during the
construction phase.
4. Prior to the commencement of any construction, the contractor must give the City Engineering Department (970-221-6605) and the Erosion Control Inspector
(970-221-6700) twenty-four (24) hours advance. Initial erosion control measures must be installed and a site inspection by the Erosion Control Inspector is required
before commencing construction activities.
5. Maintenance of onsite drainage facilities shall be the responsibility of the property owners.
6. All recommendations of the final drainage and erosion control study entitled "Angie Lee Periodontics" prepared by United Civil Design Group LLC, and dated June 22,
2016, shall be followed and implemented.
7. Prior to final inspection and acceptance by the City, certification of the drainage facilities by a Colorado registered professional engineer must be submitted to and
approved by the City Stormwater Department. (including the applicable note as set forth below)
For commercial and multi-family developments, certification of all drainage facilities shall be submitted to the City Stormwater Department at least two weeks prior to the
release of a certificate of occupancy. Individual lot certification, elevation certification, or floodproofing certification, as specified in the development agreement, must be
submitted to the City Stormwater Department at least two weeks prior to the release of a certificate of occupancy for such lot.
For single family developments, certification of all drainage facilities must be submitted to the City Stormwater Department in accordance with all conditions as
prescribed by the development agreement associated with this development. Individual lot certification, elevation certification, or floodproofing certification, as specified
in the development agreement, must be submitted to the City Stormwater Department at least one week prior to the release of a certificate of occupancy for such lot.
8. If dewatering is used to install utilities, and discharge will be into the street, gutter, storm sewer, channel, irrigation ditch, or any waters of the State a State Construction
Dewatering Industrial Wastewater Discharge Permit is required.
9. All land disturbing activities greater than or equal to one acre must comply with the State of Colorado permitting process for Stormwater Discharges Associated with
Construction Activity. For more information contact the Colorado Department of Public Health and Environment, Water Quality Control Division, at 303-692-3500 or refer
to the web site at http://www.cdphe.state.co.us/wq/PermitsUnit/.
10. Benchmark: See General Note Number 40.
11. If fill or dredged material is discharged into waters of the United States, a USACE 404 permit is required.
12. If construction affects any Colorado Highway, a Colorado Department of Transportation right-of-way permit is required.
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
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.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
UNITED CIVIL
Design Group
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
FORT COLLINS, CO 80521
PHONE: 970-224-5828
CONTACT: RUSS LEE
ARCHITECT
VAUGHT FRYE LARSON ARCHITECTS
419 CANYON AVENUE, SUITE 200
FORT COLLINS, CO 80521
PHONE: 970-224-1191
CONTACT: CHRIS ARONSON
SURVEYOR
LAT40°, INC.
1635 FOXTRAIL DRIVE, SUITE 325
LOVELAND, CO 80537
PHONE: 970-776-3321
CONTACT: KYLE RUTZ
PROJECT TEAM
UTILITY PROVIDER CONTACT PHONE
Water/Wastewater City of Fort Collins Utilities Wes Lemarque (970) 416-2418
Stormwater City of Fort Collins Utilities Wes Lemarque (970) 416-2418
Power City of Fort Collins Light & Power Rob Irish (970) 224-6167
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
C000 COVER SHEET
C001 GENERAL & CONSTRUCTION NOTES
C100 EXISTING INFORMATION & REMOVAL PLAN
C200 HORIZONTAL CONTROL PLAN
C300 UTILITY PLAN
C400 GRADING & EROSION CONTROL PLAN
C500 DRAINAGE PLAN
C600-C604 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'sbelow.
Call before you dig.
R
PREPARED FOR:
JOB NUMBER
SHEET NUMBER
OF SHEETS
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.
NO. BY DATE
CAUTION
REVISIONS:
VERTICAL:
HORIZONTAL:
SCALE
PRELIMINARY
PLANS
NOT FOR CONSTRUCTION
1501 Academy Ct.
Ste. 203
Fort Collins, CO 80524
(970) 530-4044
www.unitedcivil.com
Civil Engineering &
Consulting
UNITED CIVIL
Design Group
PROJ. MGR:
DRAWING NAME:
PATH:
DATE: TIME: DESIGNER:
PROJECT COORDINATES
PROJECT DATUM: NAVD 88.
BENCHMARK #1: CITY OF FORT COLLINS 4-08
ON SOUTH SIDE OF HARMONY RD. AT THE NORTHWEST CORNER OF 625 EAST
HARMONY RD. (FRONT RANGE BAPTIST CHURCH), ON THE NORTH WALL OF A
CONCRETE IRRIGATION DROP STRUCTURE.
ELEVATION=5017.14
BENCHMARK #2: CITY OF FORT COLLINS 28-94
ON THE WEST SIDE OF SOUTH LEMAY AVE AT THE SOUTH END OF COLLINWOOD
PROPERTY (5055 SOUTH LEMAY), ON TOP OF THE NORTH WALL OF A CONCRETE STORM
WATER CHASE NEAR A FIRE HYDRANT.
ELEVATION=4971.69
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM.
SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR
VERTICAL DATUMS.
IF NGVD29 UNADJUSTED IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION
SHOULD BE USED: NGVD29 UNADJUSTED = NAVD88 - 3.20'.
BASIS OF BEARINGS:
THE EAST LINE OF LOT 2, MIRAMONT SELF STORAGE P.U.D., AS BEARING SOUTH
01°47'25" WEST (ASSUMED BEARING).
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.
PROJECT SITE
BLUESTEM
BOARDWALK
HOGAN DR.
DR.
CT.
E.
OARKRIDGE
DR.
S. LEMAY AVE.
E. HARMONY ROAD
PLAYER DR.