HomeMy WebLinkAboutBLUE SKY SELF STORAGE AT RUDOLPH FARM - PDP230013 - SUBMITTAL DOCUMENTS - ROUND 3 - UTILITY PLANS (2)SHEET INDEX
1 C1.1 COVER SHEET
2 C1.2 GENERAL AND CONSTRUCTION NOTES
3 C1.3 EXISTING CONDITIONS PLAN
4 C1.4 OVERALL GRADING PLAN
5 C1.5 OVERALL UTILITY PLAN
LEGAL DESCRIPTION
LOT 11, RUDOLPH FARM SUBDIVISION
VICINITY MAP
1"=1000'NORTH
BASIS OF BEARINGS
BEARINGS SHOWN HEREON ARE BASED UPON THE NORTH LINE OF THE SOUTHWEST 1
4 OF
SECTION 15, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M., ASSUMED TO BEAR
S89°38'43"E.
APPLICANT
UPLIFT DEVELOPMENT GROUP, LLC
P.O. BOX 153607
LUFKIN, TX 75915
PHONE: (970) 420-1521
tony@upliftdg.com
OWNER
PACIFIC NORTH ENTERPRISES LLC
900 CASTLETON RD., SUITE 118
CASTLE ROCK, CO 80109
CONTACT: BRYAN BYLER
PHONE: (303) 955-5291
bryan@pacificnorthen.com
PROJECT CONTACTS:
SITE BENCHMARK
PROJECT DATUM: NAVD88
CITY OF FORT COLLINS BENCHMARK NO. 27-01
NORTHEAST CORNER OF C.R. 5 AND E. PROSPECT ROAD, ON THE END BLOCK OF A 15" DIAMETER
STEEL PIPE.
ELEV.=4918.13
CITY OF FORT COLLINS BENCHMARK NO. 47-01
SOUTH SIDE OF PROSPECT ROAD WHERE IT INTERSECTS I-25, ON THE WEST END OF THE PARAPET
WALL TO THE BRIDGE (B 16 AM) OVER I-25, ON A DEPT OF HIGHWAYS BRASS CAP.
ELEV.=4934.13
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING
DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR TO CITY OF FORT COLLINS
datum)FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM (PRIOR TO CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY
PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED:
NGVD29 UNADJUSTED DATUM (PRIOR TO CITY OF FORT COLLINS DATUM) = NAVD88 - 3.18'
PLANNER
APERIO PROPERTY CONSULTANTS LLC
4032 DEFOE ST.
STRASBURG, CO 80136
CONTACT: AARON THOMPSON
PHONE: (303) 317-3000
aaron@aperiopc.com
ENGINEER
KELLY DEVELOPMENT SERVICES LLC
9301 SCRUB OAK DR.
LONE TREE, CO 80124
CONTACT: GREG KELLY
PHONE: (303) 888-6338
greg@kellydev.com
ARCHITECT
VFLA ARCHITECTURE & INTERIORS
419 CANYON AVE., SUITE 200
FORT COLLINS, CO 80521
CONTACT: INNES HENDERSON
PHONE: (970) 224-1191
ihenderson@s2arch.com
LANDSCAPE ARCHITECT
SACRED SOIL DESIGN
P.O BOX 1226
LITTLETON, CO 80160
CONTACT: RON ATCHISON
PHONE:(303) 335-7980
sacredsoil@msn.com
SHEET
SHEET NUMBER
PROJECT NUMBER
PREPARED FOR:
FAX:
PH:
KELLY DEVELOPMENT SERVICES, LLC
9301 SCRUB OAK DR
LONE TREE, CO 80124
303-888-6338
greg@kellydev.com
CAUTION NOTICE TO CONTRACTORS
T H E C O N T R A C T O R I S S P E C I F I C A L L Y
CAUTIONED THAT THE LOCATION AND/OR
ELEVATION OF EXISTING UTILITIES AS SHOWN
ON THESE PLANS IS BASED ON RECORDS OF
THE VAR I OU S UT I L I TY COM PANI E S A ND,
WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT
TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUCH CALL 811
AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD
LOCATIONS OF THE UTILITIES. IT SHALL BE THE RES PON SIBILIT Y OF THE
CONTRACTOR TO RELOCATED ALL EXISTING UTILITIES WHICH CONFLICT WITH THE
P R O P O S E D I M P R O V E M E N T S S H O W N O N T H E S E P L A N S .
BLUE SKY SELF STORAGE
2207.01
UPLIFT DEVELOPMENT, LLC
791 COPPER CENTER PARKWAY
970-420-1521
COLORADO SPRINGS. COLORADO 80921
AT RUDOLPH FARMTONY OLLILA C1.1
1 of 5
COVER SHEET
LOCATED IN THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M.,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
BLUE SKY SELF STORAGE AT RUDOLPH FARM
PRELMINARY UTILITY PLANS FOR
LOT 11, RUDOLPH FARM
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
APPROVED
City Engineer Approved Sheets Date
APPROVED
Water & Wastewater Utility Approved Sheets Date
APPROVED
Stormwater Utility Approved Sheets Date
APPROVED
Park Planning and Development Approved Sheets Date
APPROVED
Traffic Operations Approved Sheets Date
APPROVED
Environmental Planner Approved Sheets Date
SHEET
SHEET NUMBER
PROJECT NUMBER
PREPARED FOR:
FAX:
PH:
KELLY DEVELOPMENT SERVICES, LLC
9301 SCRUB OAK DR
LONE TREE, CO 80124
303-888-6338
greg@kellydev.com
CAUTION NOTICE TO CONTRACTORS
T H E C O N T R A C T O R I S S P E C I F I C A L L Y
CAUTIONED THAT THE LOCATION AND/OR
ELEVATION OF EXISTING UTILITIES AS SHOWN
ON THESE PLANS IS BASED ON RECORDS OF
THE VAR I OU S UT I L I TY COM PANI E S A ND,
WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT
TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUCH CALL 811
AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD
LOCATIONS OF THE UTILITIES. IT SHALL BE THE RES PON SIBILIT Y OF THE
CONTRACTOR TO RELOCATED ALL EXISTING UTILITIES WHICH CONFLICT WITH THE
P R O P O S E D I M P R O V E M E N T S S H O W N O N T H E S E P L A N S .
BLUE SKY SELF STORAGE
2207.01
UPLIFT DEVELOPMENT, LLC
791 COPPER CENTER PARKWAY
970-420-1521
COLORADO SPRINGS. COLORADO 80921
AT RUDOLPH FARMTONY OLLILA C1.2
2 of 5
GENERAL AND CONSTRUCTION NOTES
A.GENERAL NOTES
1.All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area Street
Standards and applicable state and federal regulations. Where there is conflict between these plans and the
specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort Collins.
2.All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise.
3.These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer. Use of these plans after the
expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of any work shown in these plans.
4.The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as beneficiary of said engineer's work, for
any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins Engineer shall not relieve the engineer who has prepared these plans of all such
responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against
all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans.
5.All sanitary sewer, storm sewer, and water line construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and
specifications current at the date of approval of the plans by the City of Fort Collins Engineer.
6.The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Developer to verify the
existence and location of all underground utilities along the route of the work before commencing new construction. The Developer shall be responsible for unknown underground utilities.
7.The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to have all
registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are
also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed i improvements
shown on these plans.
8.The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required.
9.If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify the design. Design
modification(s) must be approved by the City of Fort Collins prior to beginning construction.
10.The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is accomplished in a timely fashion and with a
minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utility companies.
11.No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notification shall be a minimum of 2
working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required prior to commencement of any work.
12.The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should be constructed
prior to installation of the water lines and dry utilities.
13.The minimum cover over water lines is 4.5 feet and the maximum cover is 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 if water is discharged into a storm sewer, channel,
irrigation ditch or any waters of the United States.
15.The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, Water Quality Control
Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan.
16.The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the
responsibility of the property owner(s).
17.Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be submitted to and approved by the
Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family
units. For commercial properties, certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those
allowed prior to certification per the Development Agreement.
18.The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether resulting from groundwater
flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the City of Fort Collins failure to properly maintain its water, wastewater, and/or
storm drainage facilities in the development.
19.All recommendations of the Final Drainage Report, dated May 17, 2023 by Northern Engineering shall be followed and implemented.
20.Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be maintained in good repair by the
Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping.
21.The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed within 24 hours by
an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the the City of Fort Collins street inspector.
22.No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit is obtained, if applicable.
23.The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The Developer shall notify the the City of
Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth
disturbing activity, or construction on any and all public improvements. If the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the
Developer may commence work in the Engineer absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an improper
installation.
24.The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is complete and prior to the placement
of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the original geotechnical report, the Developer shall be responsible
for a re-design of the subject pavement section or, the Developer may use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final
soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement
of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final report.
25.The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all intersections, inlets, and other
locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to the City of Fort Collins that these elevations conform to the approved plans
and specifications. Any deviations shall be noted in the letter and then resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets.
26.All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes of these standards,
any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property lines and marked so as to reduce the excavation necessary for
building connections.
27.Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for roads within these districts.
28.All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the Wild Fire Hazard Area Mitigation
Regulations in force at the time of final plat approval.
29.Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree removal requiring a permit.
30.The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA Publication 2226,
Excavating and Trenching.
31.The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The City of Fort Collins, Larimer County,
Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall be responsible for providing any and all traffic control devices as may
be required by the construction activities.
32.Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic Operations Department, who will
temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and
equipment to reinstall the sign as needed.
33.The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local street operations. In addition,
the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development.
34.There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site construction activities on Sundays or
holidays, unless there is prior written approval by City of Fort Collins.
35.The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, or designated to be
provided, installed, or constructed, unless specifically noted otherwise.
36.Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for clarification, and annotate the
dimension on the as-built record drawings.
37.The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of any permits
and extension agreements needed for the job.
38.If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the Developer shall contact the
Designer and the City of Fort Collins Engineer immediately.
39.The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the City of Fort Collins' Inspector at
all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins Engineer.
40.The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis of bearings. The
information shall be as follows:
PROJECT DATUM: NAVD88
City of Fort Collins Benchmark NO. 27-01, Northeast corner of C.R. 5 and E. Prospect Road, on the end block of a 15" diameter steel pipe.
ELEV.=4918.13
City of Fort Collins Benchmark NO. 47-01,South side of Prospect Road where it intersects I-25, on the west end of the parapet wall to the bridge (B 16 AM) over I-25, on a Dept of
Highways brass cap.
ELEV.=4934.13
Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 unadjusted datum (prior to City of Fort Collins datum) for their vertical
datums. If NGVD29 unadjusted datum (prior to City of Fort Collins datum) is required for any purpose, the following equation should be used:
NGVD29 unadjusted datum (prior to City of Fort Collins datum) = NAVD88 - 3.18'
Basis of Bearings
The Basis of Bearings is the North line of the Southwest Quarter of Section 15-T7N-R68W as bearing South 89° 38' 43" East (assumed bearing) and monumented as shown on Plat.
41.All stationing is based on centerline of roadways unless otherwise noted.
42.Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and improvements
destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the Developer's expense, unless otherwise indicated on these plans, prior
to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy.
43.When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be
documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in accordance with the City of Fort Collins Street Repair Standards. The
finished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay
of the entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the City of Fort Collins Engineer
and/or the City of Fort Collins Inspector at the time the cuts are made.
44.Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition
as required by these plans.
45.Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections.
46.After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum
period of two years from the date of acceptance.
47.The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following
private streets: N.A.
48.Approved Variances are listed as follows:
1)none
CONSTRUCTION NOTES
A.Grading and Erosion Control Notes
1.The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site.
2.There shall be no earth-disturbing activity outside the limits designated on the accepted plans.
3.All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All
other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project
schedule, construction plans, and erosion control report.
4.At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property
sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion control
facilities shown herein.
5.Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to
the area(s) required for immediate construction operations, and for the shortest practical period of time.
6.All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened
condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas
outside project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or
permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County.
7.In order to minimize erosion potential, all temporary (structural) erosion control measures shall:
a.Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in
order to ensure the continued performance of their intended function.
b.Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector.
c.Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector.
8.When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and
debris from all drainage infrastructure and other public facilities.
9.The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights
of way, and make sure streets and walkways are cleaned at the end of each working day.
10.All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to
cause their release into any waters of the United States.
11.No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening,
watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched.
12.The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and
before turning the maintenance over to the City/County or Homeowners Association (HOA).
13.City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any
pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout,
chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the
proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations.
14.A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material
and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout
material will be removed and properly disposed of prior to the area being restored.
15.Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement
whatever measures are determined necessary, as directed by the City.
16.For additional information see separate Stormwater Management Plan / Erosion Control Report for Rudolph Farm.
17.A vehicle tracking control pad shall be installed whenever it is necessary 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 washouts areas, and/or building sites.
B.Street Improvement Notes
1.All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here.
2.A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for
approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix
shall be submitted for approval prior to placement of any asphalt.
3.Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to
create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can
be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins.
4.Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the
subgrade has been inspected and approved by the City of Fort Collins Engineer.
5.Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings
are not allowed.
6.When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing
street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter
25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay
shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not
cut the new asphalt overlay work.
7.All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and
as per the Right-of-Way Work Permit traffic control plan.
8.The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of
asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly.
9.Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full
depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required.
The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single
axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than
3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins
Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be
notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector.
C.Traffic Signing and Pavement Marking Construction Notes
1.All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking
Construction Notes listed here.
2.All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic.
3.All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD.
4.All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads.
5.All lane lines for concrete pavement should be epoxy paint.
6.Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement
of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols.
7.Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards.
8.Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction.
9.All surfaces shall be thoroughly cleaned prior to installation of striping or markings.
10.All sign posts shall utilize break-away assemblies and fasteners per the Standards.
11.A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies identified
during the field inspection must be corrected before the 2-year warranty period will begin.
12.The Developer installing signs shall be responsible for locating and protecting all underground utilities.
13.Special care shall be taken in sign location to ensure an unobstructed view of each sign.
14.Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort
Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an
unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the
requirements of the 2-year warranty period for new construction (except fair wear on traffic markings).
15.Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail.
16.Contractor is responsible for removing all anchors, posts, signs and/or delineators in Construction area. Contractor may keep the signs, or call the
City Traffic Division to have them removed.
17.No "Reset" anchors, posts, signs, and/or delineators will be accepted.
18. All anchors, posts, signs, and/or delineators shall be new and be consistent with the LCUASS Criteria.
D.Storm Drainage Notes
1.The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of
onsite drainage facilities shall be the responsibility of the property owner(s).
2.All recommendations of the Final Drainage Report, dated May 17, 2023 by Northern Engineering shall be followed and implemented.
3.Certification of grading and drainage facilities must be completed by a registered engineer and submitted to the Stormwater Utility Department at
least two weeks prior to Stormwater Utility Department acceptance, or otherwise in accordance with the Development Agreement.
4.See City of Fort Collins Stormwater Criteria Manual - Appendix F Construction Control Measures Standard Notes and Standard Erosion Control
Notes.
LOT 11
133,572 SF
(3.07 AC)
CA
R
R
I
A
G
E
P
K
W
Y
.
(8
4
'
R
.
O
.
W
.
)
PROSPECT
MIDDLE/HIGH
SCHOOL
LOT 3
LOT 10
TRACT K
TRACT J
REGIONAL
DETENTION/WATER
QUALITY POND 2
RAIN
G
A
R
D
E
N
∆
NP NP
NP
NP NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UGE
UGE
UG
E
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
VAUL
TELE
C
VAUL
TELE
C
750kc
m
i
l
750kc
m
i
l
750k
c
m
i
l
750k
c
m
i
l
750k
c
m
i
l
750
k
c
m
i
l
750
k
c
m
i
l
750
k
c
m
i
l
750
k
c
m
i
l
750
k
c
m
i
l
750
k
c
m
i
l
750
k
c
m
i
l
750
k
c
m
i
l
75
0
k
c
m
i
l
75
0
k
c
m
i
l
75
0
k
c
m
i
l
75
0
k
c
m
i
l
75
0
k
c
m
i
l
75
0
k
c
m
i
l
75
0
k
c
m
i
l
75
0
k
c
m
i
l
75
0
k
c
m
i
l
NP NP
NP
NP NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UGE
UGE
UG
E
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
VAUL
TELE
C
VAUL
TELE
C
750kc
m
i
l
750kc
m
i
l
750k
c
m
i
l
750k
c
m
i
l
750k
c
m
i
l
750
k
c
m
i
l
750
k
c
m
i
l
750
k
c
m
i
l
750
k
c
m
i
l
750
k
c
m
i
l
750
k
c
m
i
l
750
k
c
m
i
l
750
k
c
m
i
l
75
0
k
c
m
i
l
75
0
k
c
m
i
l
75
0
k
c
m
i
l
75
0
k
c
m
i
l
75
0
k
c
m
i
l
75
0
k
c
m
i
l
75
0
k
c
m
i
l
75
0
k
c
m
i
l
75
0
k
c
m
i
l
9' UTILITY
EASEMENT
GRAPHIC SCALE
0
1 INCH = FEET
30 30
30
15
NORTHNORTH
SHEET
SHEET NUMBER
PROJECT NUMBER
PREPARED FOR:
FAX:
PH:
KELLY DEVELOPMENT SERVICES, LLC
9301 SCRUB OAK DR
LONE TREE, CO 80124
303-888-6338
greg@kellydev.com
CAUTION NOTICE TO CONTRACTORS
T H E C O N T R A C T O R I S S P E C I F I C A L L Y
CAUTIONED THAT THE LOCATION AND/OR
ELEVATION OF EXISTING UTILITIES AS SHOWN
ON THESE PLANS IS BASED ON RECORDS OF
THE VAR I OU S UT I L I TY COM PANI E S A ND,
WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT
TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUCH CALL 811
AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD
LOCATIONS OF THE UTILITIES. IT SHALL BE THE RES PON SIBILIT Y OF THE
CONTRACTOR TO RELOCATED ALL EXISTING UTILITIES WHICH CONFLICT WITH THE
P R O P O S E D I M P R O V E M E N T S S H O W N O N T H E S E P L A N S .
BLUE SKY SELF STORAGE
2207.01
UPLIFT DEVELOPMENT, LLC
791 COPPER CENTER PARKWAY
970-420-1521
COLORADO SPRINGS. COLORADO 80921
AT RUDOLPH FARMTONY OLLILA C1.3
3 of 5
EXISTING CONDITIONS PLAN
PLAN KEY NOTES
(TO BE CONSTRUCTED BY OTHERS - RUDOLPH FARM INF. FDP)
CURB AND GUTTER/STREET SECTION
SIDEWALK
STREET LIGHT
STORM SEWER
WATER MAIN
SANITARY SEWER MAIN
NON-POTABLE IRRIGATION
UNDERGROUND ELECTRIC
1
2
3
4
5
6
7
8
1
1
2
2
3
3
4
4
4
5
6
5
6
7
8
8
T
49
2
0
4920
49
1
9
4919
4920
4920
49
2
0
4920
4920
4920
4919
4
9
1
9
49
1
9
LOT 11
133,572 SF
(3.07 AC)
BUILDING A
34,075 SF FOOTPRINT
102,225 SF GFA
3-STORY CC
CAR
R
I
A
G
E
P
K
W
Y
.
(84
'
R
.
O
.
W
.
)
PROSPECT
MIDDLE/HIGH
SCHOOL
LOT 3
LOT 10
TRACT K
OFFICE
TRACT J
REGIONAL
DETENTION
RAIN
G
A
R
D
E
N
∆
T
49
2
0
4920
49
1
9
4919
4920
4920
49
2
0
4920
4920
4920
4919
4
9
1
9
49
1
9
30'x30'
PORTI
C
H
E
R
E
1.3%
0.5%
0.
7
%
1.4%
3
.
3
%
3.2%
0.7
%
0.5
%
0.7
%
19.07
19.83HP
19.81
20.12
20.16
19.86
19.25
19.17
18.5718.96
19.09
HP
18.8918.95 19.04
18.46
18.35
18.00(MX)
19.30
19.43 19.55
19.71
19.62
19.95
17.50(MX)
19.00(MX)
19.98(MX)
19.95
5.3
%
18.41LP
FFE:20.45
0.5%
18.50LP
19.33
HP
0.7
%
0.5
%
19.81
20.19HP
18.72
18.82
18.49
18.39
19.95
9' UTILITY
EASEMENT
NP
NP NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
UD
UD
UD
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UGE
UG
E
UG
E
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
VAUL
TELE
C
VAUL
TELE
C
750kc
m
i
l
750kc
m
i
l
750k
c
m
i
l
750k
c
m
i
l
750k
c
m
i
l
750
k
c
m
i
l
750
k
c
m
i
l
750
k
c
m
i
l
750
k
c
m
i
l
750
k
c
m
i
l
750
k
c
m
i
l
750
k
c
m
i
l
750
k
c
m
i
l
75
0
k
c
m
i
l
75
0
k
c
m
i
l
75
0
k
c
m
i
l
75
0
k
c
m
i
l
75
0
k
c
m
i
l
75
0
k
c
m
i
l
75
0
k
c
m
i
l
75
0
k
c
m
i
l
75
0
k
c
m
i
l
4920
49
1
9
4919
4920
49204920
LOT 11
133,572 SF
(3.07 AC)
BUILDING A
34,075 SF FOOTPRINT
102,225 SF GFA
3-STORY CC
CAR
R
I
A
G
E
P
K
W
Y
.
(84
'
R
.
O
.
W
.
)
B
10
,
0
0
0
S
F
G
F
A
1-S
T
O
R
Y
F
2,10
0
S
F
G
F
A
1-S
T
O
R
Y
E
2,10
0
S
F
G
F
A
1-ST
O
R
Y
G
6,650 S
F
1-STO
R
Y
C
1,5
0
0
S
F
G
F
A
1-
S
T
O
R
Y
D
1,
5
0
0
S
F
G
F
A
1-
S
T
O
R
Y
4920
49
1
9
4919
4920
49204920
4921
49
2
1
49
1
9
49
1
8
49
1
7
49
1
9
49
2
0
492
0
30'x30'
PORTIC
H
E
R
E
FF
E
:
2
0
.
3
7
FFE:20.2
7
FF
E
:
2
0
.
3
2
FFE:2
1
.
0
6
FFE:2
1
.
0
6
FF
E
:
2
0
.
6
6
FF
E
:
1
9
.
4
0
FF
E
:
1
9
.
4
0
0.5
%
0.5%
0
.
8
%
20.37
21.06
21.02
20.68
20.66
20.32
20.32
20.37
9' UTILITY
EASEMENT
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
750kc
m
i
l
750kc
m
i
l
750k
c
m
i
l
750k
c
m
i
l
750k
c
m
i
l
750k
c
m
i
l
750k
c
m
i
l
5460
5461
SD
GRAPHIC SCALE
0
1 INCH = FEET
30 30
30
15
NORTHNORTH
PHASE 2 GRADING PLANPHASE 1 GRADING PLAN
SHEET
SHEET NUMBER
PROJECT NUMBER
PREPARED FOR:
FAX:
PH:
KELLY DEVELOPMENT SERVICES, LLC
9301 SCRUB OAK DR
LONE TREE, CO 80124
303-888-6338
greg@kellydev.com
CAUTION NOTICE TO CONTRACTORS
T H E C O N T R A C T O R I S S P E C I F I C A L L Y
CAUTIONED THAT THE LOCATION AND/OR
ELEVATION OF EXISTING UTILITIES AS SHOWN
ON THESE PLANS IS BASED ON RECORDS OF
THE VAR I OU S UT I L I TY COM PANI E S A ND,
WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT
TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUCH CALL 811
AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD
LOCATIONS OF THE UTILITIES. IT SHALL BE THE RES PON SIBILIT Y OF THE
CONTRACTOR TO RELOCATED ALL EXISTING UTILITIES WHICH CONFLICT WITH THE
P R O P O S E D I M P R O V E M E N T S S H O W N O N T H E S E P L A N S .
BLUE SKY SELF STORAGE
2207.01
UPLIFT DEVELOPMENT, LLC
791 COPPER CENTER PARKWAY
970-420-1521
COLORADO SPRINGS. COLORADO 80921
AT RUDOLPH FARMTONY OLLILA C1.4
4 of 5
OVERALL GRADING PLAN
19.75
LEGEND
PROPOSED EXISTING
LOT 11
133,572 SF (3.07 AC)
BUILDING A
34,075 SF FOOTPRINT
102,225 SF GFA
3-STORY CC
CA
R
R
I
A
G
E
P
K
W
Y
.
(8
4
'
R
.
O
.
W
.
)
PROSPECT
MIDDLE/HIGH
SCHOOL
LOT 3
LOT 10
TRACT K
OFFICE
T
30'x30'
PORTIC
H
E
R
E
FFE:20.45
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
UD
UD
UD
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UGE
VAU
L
TELE
C
VAU
L
TELE
C
750
k
c
m
i
l
750
k
c
m
i
l
750
k
c
m
i
l
750
k
c
m
i
l
750
k
c
m
i
l
750
k
c
m
i
l
75
0
k
c
m
i
l
75
0
k
c
m
i
l
750
k
c
m
i
l
75
0
k
c
m
i
l
75
0
k
c
m
i
l
75
0
k
c
m
i
l
75
0
k
c
m
i
l
75
0
k
c
m
i
l
75
0
k
c
m
i
l
75
0
k
c
m
i
l
75
0
k
c
m
i
l
75
0
k
c
m
i
l
72.45-LF ~ 4" SDR35 PVC
@ 18.3%
4" 2-WAY
C.O.
4" SDR35 PVC
INV. EL.=16.75
26.41-LF ~ 3
4" TYPE K COPPER
WATER SERVICE
63.60-LF ~ 6" D.I.P.
FIRE LINE
39.16-LF ~ 3
4" TYPE K COPPER
WATER SERVICE
21.07-LF ~ 6" D.I.P.
FIRE LINE
FIRE HYDRANT
34" WATER METER
205.12-LF ~ 30" RCP
STORM SEWER @ 0.70%
5' TYPE R INLET
BOC EL.=18.93
30" INV. IN (N)=15.18
30" INV. OUT (NW)=15.03
15' TYPE R INLET
(BY OTHERS)
30" INV. OUT (W)=13.06
24" INV. IN (E)=13.21
3
4" NON-POTABLE
IRRIGATION METER
TRANSFORMER
2-TRIPLE TYPE 16 INLETS
GR. EL.=18.50
30" INV. OUT (S)=15.85
5' TYPE R INLET
BOC EL.=19.06
18" INV. OUT (N)=13.91
5' TYPE R INLET
BOC EL.=19.65
30" INV. IN (E)=13.59
18" INV. IN (S)=13.59
30" INV. OUT (W)=13.44
32.65-LF ~ 30" RCP
STORM SEWER @ 0.70%
31.55-2LF ~ 18" RCP
STORM SEWER @ 1.00%
134.50-LF ~ 30" RCP
STORM SEWER @ 0.50%
9' UTILITY
EASEMENT
110-LF ~ 12" HDPE
ROOF DRAIN LEADER @ 0.50%
10-LF ~ 12" HDPE
ROOF DRAIN LEADER @ 0.50%
32-LF ~ 15" HDPE
ROOF DRAIN LEADER @ 1.00%
NHBZ BOUNDARY
DYH
T
WM
T
SD
UGE
UGE
GRAPHIC SCALE
0
1 INCH = FEET
20 20
20
10
NORTHNORTH
SHEET
SHEET NUMBER
PROJECT NUMBER
PREPARED FOR:
FAX:
PH:
KELLY DEVELOPMENT SERVICES, LLC
9301 SCRUB OAK DR
LONE TREE, CO 80124
303-888-6338
greg@kellydev.com
CAUTION NOTICE TO CONTRACTORS
T H E C O N T R A C T O R I S S P E C I F I C A L L Y
CAUTIONED THAT THE LOCATION AND/OR
ELEVATION OF EXISTING UTILITIES AS SHOWN
ON THESE PLANS IS BASED ON RECORDS OF
THE VAR I OU S UT I L I TY COM PANI E S A ND,
WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT
TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUCH CALL 811
AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD
LOCATIONS OF THE UTILITIES. IT SHALL BE THE RES PON SIBILIT Y OF THE
CONTRACTOR TO RELOCATED ALL EXISTING UTILITIES WHICH CONFLICT WITH THE
P R O P O S E D I M P R O V E M E N T S S H O W N O N T H E S E P L A N S .
BLUE SKY SELF STORAGE
2207.01
UPLIFT DEVELOPMENT, LLC
791 COPPER CENTER PARKWAY
970-420-1521
COLORADO SPRINGS. COLORADO 80921
AT RUDOLPH FARMTONY OLLILA C1.5
5 of 5
OVERALL UTILITY PLAN
UTILITY IMPROVEMENTS (BY OTHERS)
STORM SEWER1
2
3
4
5
6
7
8
9
FIRE HYDRANT
NON-POTABLE IRRIGATION
TYPE R INLET
8" PVC SANITARY SEWER MAIN
SANITARY SEWER MANHOLE
LEGEND
PROPOSED EXISTING
12" WATER MAIN
8
UNDERGROUND ELECTRIC
1
1
1
1
2
4
7
FIRE HYDRANT ~65' NORTH OF DRIVE ENTRANCE
3
30"
15'
9
POND 2 - DETENTION AND WATER QUALITY POND
4
5
8
6
6