HomeMy WebLinkAboutPlans - Utility Plan - 04/22/2025SHEET INDEX
1 C1.1 COVER SHEET
2 C1.2 GENERAL AND CONSTRUCTION NOTES
3 C1.3 EXISTING CONDITIONS PLAN
4 C1.4 HORIZONTAL CONTROL AND SITE PLAN - PHASE 1
5 C1.5 HORIZONTAL CONTROL AND SITE PLAN - PHASE 2
6 C1.6 DETAILED GRADING PLAN - PHASE 1
7 C1.7 DETAILED GRADING PLAN - PHASE 2
8 C1.8 UTILITY PLAN
9 C1.9 STORM SEWER PLAN AND PROFILES
10 C1.10 UTILITY DETAILS
11 C1.11 STORM SEWER DETAILS
12 C1.12 SITE CONSTRUCTION DETAILS
13 C2.1 INITIAL EROSION CONTROL PLAN - PHASE 1
14 C2.2 INTERIM EROSION CONTROL PLAN - PHASE 1
15 C2.3 FINAL EROSION CONTROL PLAN - PHASE 1
16 C2.4 INTERIM EROSION CONTROL PLAN - PHASE 2
17 C2.5 FINAL EROSION CONTROL PLAN - PHASE 2
18-20 C2.6-C2.8 EROSION CONTROL DETAILS
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.
UTILITY 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'
GAS
XCEL ENERGY
CORY THELEN (970) 225-7843
ELECTRIC
CITY OF FORT COLLINS LIGHT & POWER
CODY SNOWDEN (970) 416-2306
CABLE
COMCAST
MARCUS PETTY (720) 275-0572
TELECOM
LUMEN/CENTURYLINK
SHELLY BERGSTROM (720)501-5803
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
C A U T I O N E D T H A T T H E L O C A T I O N A N D /O R
ELE VATION OF EX I ST I NG UTILIT I ES AS S HOWN
O N T H E S E P L A N S I S B A S E D O N R E C O R D S O F
T H E V A R I O U S U T I L I T Y C O M P A N I E S A N D ,
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
A T L E A S T 7 2 H O U R S B E F O R E A N Y E X C A V A T I O N T O R E Q U E S T E X A C T F I E L D
L O C A T I O N S O F T H E U T I L I T I E S . I T S H A L L B E T H E R E S P O N S I B I L I T Y O F T H E
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 .
UPLIFT SELF STORAGE
2207.01
UPLIFT DEVELOPMENT, LLC
5388 RONALD REAGAN BLVD., UNIT 136
970-420-1521
JOHNSTOWN, CO 80534
AT RUDOLPH FARMTONY OLLILA C1.1
1 of 20
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
UPLIFT SELF STORAGE AT RUDOLPH FARM
FINAL 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
DISCLAIMER STATEMENT
THESE PLANS HAVE BEEN REVIEWED BY THE CITY OF FORT COLLINS FOR CONCEPT ONLY.
THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE CITY
OF FORT COLLINS ENGINEER, OR THE CITY OF FORT COLLINS FOR ACCURACY AND
CORRECTNESS OF THE CALCULATIONS. FURTHERMORE, THE REVIEW DOES NOT IMPLY THAT
QUANTITIES OF ITEMS ON THE PLANS ARE THE FINAL QUANTITIES REQUIRED. THE REVIEW
SHALL NOT BE CONSTRUED FOR ANY REASON AS ACCEPTANCE OF FINANCIAL
RESPONSIBILITY BY THE CITY OF FORT COLLINS FOR ADDITIONAL QUANTITIES OF ITEMS
SHOWN THAT MAY BE REQUIRED DURING THE CONSTRUCTION PHASE.
CERTIFICATION STATEMENT
I HEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANS WERE PREPARED UNDER MY
DIRECT SUPERVISION, IN ACCORDANCE WITH ALL APPLICABLE CITY OF FORT COLLINS AND
STATE OF COLORADO STANDARDS AND STATUTES, RESPECTIVELY; AND THAT I AM FULLY
RESPONSIBLE FOR THE ACCURACY OF ALL DESIGN, REVISIONS, AND RECORD CONDITIONS
THAT I HAVE NOTED ON THESE PLANS.
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:
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
WATER
ELCO
RANDY SIDDENS (970) 493-2044
WASTEWATER
BOXELDER SANITATION
BRIAN ZICK (970) 498-0604
STORMWATER
CITY OF FORT COLLINS UTILITIES
HEIDI HANSEN (970) 221-6854
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
C A U T I O N E D T H A T T H E L O C A T I O N A N D /O R
ELE VATION OF EX I ST I NG UTILIT I ES AS S HOWN
O N T H E S E P L A N S I S B A S E D O N R E C O R D S O F
T H E V A R I O U S U T I L I T Y C O M P A N I E S A N D ,
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
A T L E A S T 7 2 H O U R S B E F O R E A N Y E X C A V A T I O N T O R E Q U E S T E X A C T F I E L D
L O C A T I O N S O F T H E U T I L I T I E S . I T S H A L L B E T H E R E S P O N S I B I L I T Y O F T H E
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 .
UPLIFT SELF STORAGE
2207.01
UPLIFT DEVELOPMENT, LLC
5388 RONALD REAGAN BLVD., UNIT 136
970-420-1521
JOHNSTOWN, CO 80534
AT RUDOLPH FARMTONY OLLILA C1.2
2 of 20
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 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 fourteen (14) days before required temporary or
permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City.
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 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 October 11, 2024 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.
EROSION CONTROL NOTES
1.It should be noted that any erosion control plan serves only as a guideline to the contractor. staging and/ or phasing of best
management practices (BMPs) is expected. Additional and/ or different BMPs from those originally depicted may be necessary during
construction due to changing site conditions or as required by local authorities.
2.This erosion control plan is schematic in nature. as such, graphical symbols may not be to scale, nor are they necessarily shown in their
exact location.
3.The contractor shall be responsible for all permitting ( City, State discharge permit, etc.) and compliance with governing authorities. it
shall be the responsibility of the contractor ( or permit holder) to ensure erosion control measures are properly maintained and
followed.
4.Contractor shall implement the appropriate erosion control measures according the construction sequencing and level of site
stabilization.
5.Contractor shall implement appropriate inlet protection for all storm drains, swales, until site is fully stabilized.
6.Inlet protection shall be adapted, as necessary, to the surrounding surface type and condition ( i.e., stake- driven wattles for bare soil,
gravel socks for pavement, etc.)
7.Contractor is responsible for stabilizing all slopes, particularly those steeper than 6:1. crimp mulching, hydro mulching, erosion mats,
temporary irrigation, and additional wattles or silt fencing may be necessary to establish vegetative cover and stabilize the slope.
8.Contractor is responsible for preventing sediment from unstabilized landscape areas from migrating onto and entering the permeable
paver systems until upgradient tributary areas are fully stabilized.
9.Contractor shall implement appropriate perimeter protection for areas directing drainage offsite. Perimeter protection shall be
adapted, as necessary, to the surrounding surface type and condition stake- driven sediment control logs or silt fence for bare soil,
gravel socks for pavement, etc.)
10.Fueling facilities shall be located at least one hundred (100) feet from natural body of water, wetland, natural drainage way or manmade
drainage way. The fuel tanks and fueling area must be set in a containment area that will not allow a fuel spill to directly flow,
seep, run off, or be washed into a body of water, wetland or drainage way.
11.Construction waste storage ( dumpsters) and portable sanitation units ( construction toilets) shall be located at least fifty ( 50) feet
from any stormwater inlet, wetland, or drainage way. Said facilities must be set in a containment area that will not allow pollutants to
directly flow, seep, run off, or be washed into a body of water, wetland or drainage way. dumpsters shall be located on flat, stable
ground, and construction toilets shall be staked down.
12.The contractor and all subcontractors will cooperate with the City' s construction inspectors by ceasing operations when winds are of
sufficient velocity to create blowing dust which, in the inspector's opinion, is hazardous to the public health and welfare.
13.Where seasonal constraints ( e.g., during summer and winter months) inhibit permanent seeding operations, disturbed areas will be treated
with mulch and mulch tackifier or other materials approved by erosion control staff to prevent erosion.
14.See landscape plans for additional information on planting, revegetation, hardscape and other permanent site stabilization
methods.
15.Dirt and debris from construction activities tracked on City streets shall be kept to a minimum and cleaned immediately or at the
suggestion of the City' s erosion control inspector.
16.Contractor shall keep construction vehicles entering and exiting site to a minimum.
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
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
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
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
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
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
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
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
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
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
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
C A U T I O N E D T H A T T H E L O C A T I O N A N D /O R
ELE VATION OF EX I ST I NG UTILIT I ES AS S HOWN
O N T H E S E P L A N S I S B A S E D O N R E C O R D S O F
T H E V A R I O U S U T I L I T Y C O M P A N I E S A N D ,
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
A T L E A S T 7 2 H O U R S B E F O R E A N Y E X C A V A T I O N T O R E Q U E S T E X A C T F I E L D
L O C A T I O N S O F T H E U T I L I T I E S . I T S H A L L B E T H E R E S P O N S I B I L I T Y O F T H E
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 .
UPLIFT SELF STORAGE
2207.01
UPLIFT DEVELOPMENT, LLC
5388 RONALD REAGAN BLVD., UNIT 136
970-420-1521
JOHNSTOWN, CO 80534
AT RUDOLPH FARMTONY OLLILA C1.3
3 of 20
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
4
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
210'
160'
30.00'
30.00'
65'
OFFICE
TRACT J
REGIONAL
DETENTION
RAIN G
A
R
D
E
N
41.00'
41.00'
30.00'
T
9.57'
10.42'
13.77'
25.52'
105'
30'x30'
PORTICHERE
5'
5'10'
26' EMERGENCY
ACCESS
EASEMENT
26'
FIRELANE
EASEMENT
R20'
R20'
R20'
R20'26' EMERGENCY
ACCESS
EASEMENT
9' UTILITY
EASEMENT
9' UTILITY
EASEMENT
84'
54'
∆
16.18'
16.88'
15.25'
102.52'
40.88'
LINE TABLE
LINE #BEARING DISTANCE
CURVE TABLE
CURVE #ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH
GRAPHIC SCALE
0
1 INCH = FEET
30 30
30
15
NORTHNORTH
3
SITE PLAN KEYNOTES
9' x 19' STANDARD PARKING STALL
9' x 19' ADA PARKING STALL
ADA ACCESSIBLE RAMP PER DETAIL 1606 SHEET C1.12
ADA VAN ACCESSIBLE POLE-MOUNTED SIGN
CONCRETE SIDEWALK AT WIDTH SHOWN
SITE POLE MOUNTED LIGHT RE: SITE ELECTRICAL
LANDSCAPE AREA
BIKE RACK PER DETAIL SHEET C1.X
30" R1-1 STOP SIGN PER DETAIL SHEET C1.12
"NO PARKING - FIRE LANE" SIGN PER DETAILS 1408/1409 SHEET C1.12
TRASH ENCLOSURE RE: SITE ARCHITECTURAL
PEDESTRIAN TRAIL (BY OTHERS)
FIRE HYDRANT (BY OTHERS)
FIRE HYDRANT - SEE UTILITY PLAN SHEET C1.X
PARKING BLOCK
STREET LIGHT (BY OTHERS)
CONCRETE CROSS PAN - 8' WIDTH PER DETAIL 708 SHEET C1.12
CONCRETE PAVING - SECTION PER GEOTECH, MUST MEET 80,000-LB PER PFA
REQUIREMENTS
CONCRETE PAN PER DETAIL SHEET C1.12
STALL COUNT
3
1
2
3
4
5
6
7
8
9
10
11
12
13
1 12
3
15
4
5
5
8
3
3
17
9
10
10
10
11
10
10
9
3
3
17
7
7
7
7
7
14
15
16
17
18
18
18
18
18
5
16
14
16
6
6
6
6
13
12
12
20
20
20
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
C A U T I O N E D T H A T T H E L O C A T I O N A N D /O R
ELE VATION OF EX I ST I NG UTILIT I ES AS S HOWN
O N T H E S E P L A N S I S B A S E D O N R E C O R D S O F
T H E V A R I O U S U T I L I T Y C O M P A N I E S A N D ,
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
A T L E A S T 7 2 H O U R S B E F O R E A N Y E X C A V A T I O N T O R E Q U E S T E X A C T F I E L D
L O C A T I O N S O F T H E U T I L I T I E S . I T S H A L L B E T H E R E S P O N S I B I L I T Y O F T H E
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 .
UPLIFT SELF STORAGE
2207.01
UPLIFT DEVELOPMENT, LLC
5388 RONALD REAGAN BLVD., UNIT 136
970-420-1521
JOHNSTOWN, CO 80534
AT RUDOLPH FARMTONY OLLILA
PHASE 1
C1.4
4 of 20
HORIZONTAL CONTROL AND SITE PLAN
10
9.0'9.0'
18.0'
5.0'
5.0'5.0'
2
3
15
4
ADA PARKING SPACE DETAIL
SCALE: 1"=10'
PAINTED LOADING ZONE
PAINTED ADA SYMBOL
4' MIN.
4' MIN.
19
19
19
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
B
10
,
0
0
0
S
F
G
F
A
1-
S
T
O
R
Y
F
2,1
0
0
S
F
G
F
A
1-S
T
O
R
Y
TRACT J
REGIONAL
DETENTION
RAIN G
A
R
D
E
N
E
2,10
0
S
F
G
F
A
1-ST
O
R
Y
41.00'
50'
160'
100'
20'
90'
110'
45'
65'
20'
75'
20'
75'
20'
105'
105'
20'
G
6,650 SF
1-STOR
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
41'
T
23.56'
11.22'
15.28'
12.91'
15.83'
15.19'
15.49'
10.03'
26' EMERGENCY
ACCESS
EASEMENT
26'
FIRELANE
EASEMENT
26' EMERGENCY
ACCESS
EASEMENT
24.89'
28.46'
34.72'
29.57'
9' UTILITY
EASEMENT
9' UTILITY
EASEMENT
84'
54'
∆
GRAPHIC SCALE
0
1 INCH = FEET
30 30
30
15
NORTHNORTH
SITE PLAN KEYNOTES
LANDSCAPE AREA
CONCRETE PAVING
1
2
11
10
10
7
7
7
7
7
18
18
18
6
13
19
20
20
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
C A U T I O N E D T H A T T H E L O C A T I O N A N D /O R
ELE VATION OF EX I ST I NG UTILIT I ES AS S HOWN
O N T H E S E P L A N S I S B A S E D O N R E C O R D S O F
T H E V A R I O U S U T I L I T Y C O M P A N I E S A N D ,
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
A T L E A S T 7 2 H O U R S B E F O R E A N Y E X C A V A T I O N T O R E Q U E S T E X A C T F I E L D
L O C A T I O N S O F T H E U T I L I T I E S . I T S H A L L B E T H E R E S P O N S I B I L I T Y O F T H E
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 .
UPLIFT SELF STORAGE
2207.01
UPLIFT DEVELOPMENT, LLC
5388 RONALD REAGAN BLVD., UNIT 136
970-420-1521
JOHNSTOWN, CO 80534
AT RUDOLPH FARMTONY OLLILA
PHASE 2
C1.5
5 of 20
HORIZONTAL CONTROL AND SITE PLAN
NP
NP
NP
NP
NP
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
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
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
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
T
49
2
0
4920
49
1
9
4919
4920
4920
49
2
0
4920
4920
4920
4919
491
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
TRACT K
OFFICE
∆
T
49
2
0
4920
49
1
9
4919
4920
4920
49
2
0
4920
4920
4920
4919
491
9
49
1
9
30'x30'
PORTICH
E
R
E
1.7%
0.5%
0.
7
%
1.4
%
3.3
%
3.2%
0.
7
%
0.
5
%
0.4%
19.17
19.83HP
19.81
20.13
20.17
19.94
19.25
19.14
18.57
18.96
19.08
HP
18.88
18.94 19.03
18.25
18.17
18.00(MX)
19.30
19.43 19.55
19.71
19.62
19.95
17.65(MX)
19.00(MX)
19.98(MX)
19.95
4.
6
%
18.41LP
FFE:20.45
0.6%
18.50LP
19.33
HP
0.
7
%
0.
5
%
19.81
20.19HP
18.56
18.55
18.09
17.99
19.95
NHBZ BOUNDARY
20.34
19.94
2.4%
0.
5
%
2.8
%
19.27
19.68
20.00
0.4%
0.
9
%
2.
7
%
CONCRETE PAN
SEE DETAIL SHEET C1.12
5460
5461
SD
49
2
0
49
1
9
49
2
0
49
1
9
19.54
1.
0
%
1.
0
%
0.5%
0.5%
20.01SW
20.10SW
19.62SW
19.64SW
20.19SW
20.09SW
20.31SW
20.03SW
20.30SW
19.79SW 20.03SW
20.00SW
20.40SW
19.43SW
19.19SW
18.98SW
19.08SW
20.40SW
19.56
1.
5
%
1.
5
%
20.19BC
20.12BC
0.2%
0.
9
%
1.
9
%
1.
9
%
20.07SW
1.
9
%
3.7%
2.
0
%
3.8%
19.93SW
20.21SW18.82SW
18.91SW
18.52SW
18.44SW
17.99
18.09
1.9%
1.8%
1.5%
18.40SW
18.17 1.5%
2.3%
18.25
18.29SW
18.23SW 18.34SW
1.
5
%
1.
5
%
4920492049204920
19.39SW
19.271.8%
1.5
%
20.22
0.9
%
19.30SW 1.8%
19.17
20.17
20.13
20.27SW
20.64SW
20.57SW
20.19SW
0.7
%
1.6%
1.9
%
1.9
%
2.8
%
GRAPHIC SCALE
0
1 INCH = FEET
20 20
20
10
NORTHNORTH
S. ENTRY AND ADA PARKING DETAIL
SCALE: 1"=10'
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
C A U T I O N E D T H A T T H E L O C A T I O N A N D /O R
ELE VATION OF EX I ST I NG UTILIT I ES AS S HOWN
O N T H E S E P L A N S I S B A S E D O N R E C O R D S O F
T H E V A R I O U S U T I L I T Y C O M P A N I E S A N D ,
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
A T L E A S T 7 2 H O U R S B E F O R E A N Y E X C A V A T I O N T O R E Q U E S T E X A C T F I E L D
L O C A T I O N S O F T H E U T I L I T I E S . I T S H A L L B E T H E R E S P O N S I B I L I T Y O F T H E
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 .
UPLIFT SELF STORAGE
2207.01
UPLIFT DEVELOPMENT, LLC
5388 RONALD REAGAN BLVD., UNIT 136
970-420-1521
JOHNSTOWN, CO 80534
AT RUDOLPH FARMTONY OLLILA
PHASE 1
C1.6
6 of
DETAILED GRADING PLAN
19.75
LEGEND
PROPOSED EXISTING
S. ENTRY S. ADA
RAMP DETAIL
SCALE: 1"=10'
N. ENTRY ADA RAMPS DETAIL
SCALE: 1"=10'
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
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
75
0
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
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
TR
A
C
T
K
B10,000 S
F
G
F
A
1-STORY
F2,1
0
0
S
F
G
F
A
1-S
T
O
R
Y
E
2,1
0
0
S
F
G
F
A
1-S
T
O
R
Y
G
6,650 SF
1-STOR
Y
C1,500 SF
G
F
A
1-STORY
D
1,500 SF GFA
1-STORY
4919
4920
49
2
0
4920
4919 4919
4918
4921
4921
3.
2
%
0.7%
20.08
20.00
FFE:20.45 FFE
:
2
0
.
3
7
FFE:20.10
FFE:20.86
0.7%
0.7%
0.4%
20.35
20.85
20.8520.85
20.2820.05
20.35
18.50LP0.7%
0.5%
19.19
2.
4
%
19.67
19.55
18.57
FFE:20.32
20.85
FFE
:
2
0
.
3
7
4919
4920
49
2
0
4920
4919 4919
4918
4921
4921
20.07
20.77
20.77
20.28
20.01
20.6220.38
20.77
20.11
19.98
FFE:20.90
FFE:20.46
FF
E
:
2
1
.
4
0
FF
E
:
2
1
.
0
6
20.89HP
FFE:19.65
20.86
5460
5461
SD
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
C A U T I O N E D T H A T T H E L O C A T I O N A N D /O R
ELE VATION OF EX I ST I NG UTILIT I ES AS S HOWN
O N T H E S E P L A N S I S B A S E D O N R E C O R D S O F
T H E V A R I O U S U T I L I T Y C O M P A N I E S A N D ,
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
A T L E A S T 7 2 H O U R S B E F O R E A N Y E X C A V A T I O N T O R E Q U E S T E X A C T F I E L D
L O C A T I O N S O F T H E U T I L I T I E S . I T S H A L L B E T H E R E S P O N S I B I L I T Y O F T H E
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 .
UPLIFT SELF STORAGE
2207.01
UPLIFT DEVELOPMENT, LLC
5388 RONALD REAGAN BLVD., UNIT 136
970-420-1521
JOHNSTOWN, CO 80534
AT RUDOLPH FARMTONY OLLILA
PHASE 2
C1.7
7 of 20
DETAILED 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
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
UG
E
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
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.=4916.75
SEE M.E.P. FOR CONTINUATION
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
ASSEMBLY
3
4" WATER METER
3
4" NON-POTABLE
IRRIGATION METER
SEE IRRIGATION PLANS
FOR CONTINUATION
PROPOSED
TRANSFORMER
TYPE R INLET
SEE SHEET C1.9
TYPE R INLET
SEE SHEET C1.9
30" HDPE STORM SEWER,
SEE SHEET C1.9
24" HDPE STORM SEWER,
SEE SHEET C1.9
9' UTILITY
EASEMENT
12" HDPE ROOF DRAIN LEADER
NHBZ BOUNDARY
6' Ø STORM MH
SEE SHEET C1.9
30" HDPE STORM SEWER,
SEE SHEET C1.9
REMOVE EXISTING PLUG,
CONNECT TO EXISTING
NON-POTABLE IRRIGATION
SEE M.E.P. FOR CONTINUATION
12"x6" M.J. TEE
W/ TB. 6" G.V. (E)10'
10'
12"x6" M.J. TEE
W/ TB. 6" G.V. (E)
12" G.V.
4" SANITARY SEWER
TAP. INV. EL.=4903.49
PROPOSED ELECTRIC
SERVICE VAULT
SEE FIRE PROTECTION PLANS FOR CONTINUATION
2'
11.25°
18" HDPE STORM SEWER,
SEE SHEET C1.9
T
DYH
T
WM
T
SD
UG
E
UG
E
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
C A U T I O N E D T H A T T H E L O C A T I O N A N D /O R
ELE VATION OF EX I ST I NG UTILIT I ES AS S HOWN
O N T H E S E P L A N S I S B A S E D O N R E C O R D S O F
T H E V A R I O U S U T I L I T Y C O M P A N I E S A N D ,
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
A T L E A S T 7 2 H O U R S B E F O R E A N Y E X C A V A T I O N T O R E Q U E S T E X A C T F I E L D
L O C A T I O N S O F T H E U T I L I T I E S . I T S H A L L B E T H E R E S P O N S I B I L I T Y O F T H E
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 .
UPLIFT SELF STORAGE
2207.01
UPLIFT DEVELOPMENT, LLC
5388 RONALD REAGAN BLVD., UNIT 136
970-420-1521
JOHNSTOWN, CO 80534
AT RUDOLPH FARMTONY OLLILA C1.8
8 of 20
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 1
2
30"
15'
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE
RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. ALL SANITARY CONSTRUCTION SHALL BE PER BOXELDER SANITATION
DISTRICT SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST
EDITION.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1
4" BELOW FINISHED
GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT
LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT
LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE
UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION
BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND
SERVICES.
6. ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.
7. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER
SURVEY INFORMATION.
8. IN AREAS WHERE THE SEWER WILL BE MORE THAN 15' BELOW FINAL SITE
GRADES, THE LOWER 10' OF BACKFILL SHOULD BE COMPACTED TO 98% OF
STANDARD PROCTOR DENSITY, WHILE THE AREAS ABOVE THAT CAN BE
COMPACTED TO THE TYPICAL 95% DENSITY.
49
2
0
4920
49
1
9
4919
49
2
0
4920
4920
4919
491
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
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
T
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
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
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
87.60-LF ~ 12" HDPE @ 0.60%
LINE 'B'
210.47-LF ~ 30" HDPE
STORM SEWER @ 0.60%
IN B-1, STA. 2+10.47
5' TYPE R INLET
BOC EL.=18.98
24" INV. IN (N)=15.14
30" INV. OUT (W)=14.99
15' TYPE R INLET
(BY OTHERS)
30" INV. OUT (W)=13.06
24" INV. IN (E)=13.21
IN B-2, STA. 3+44.75
2-TRIPLE TYPE 16 INLETS
GR. EL.=18.50
12" INV. IN (N)=15.97
24" INV. OUT (S)=15.82
IN A-2, STA. 0+52.72 - LINE 'A'
5' TYPE R INLET
BOC EL.=19.37
18" INV. OUT (N)=15.11
IN A-1, STA. 0+18.38 - LINE 'A'
5' TYPE R INLET
BOC EL.=19.58
30" INV. IN (E)=13.73
18" INV. IN (S)=14.68
30" INV. OUT (N)=13.58
LINE 'A'
18.38-LF ~ 30" HDPE
STORM SEWER @ 1.25%
LINE 'A'
34.34-LF ~ 18" HDPE
STORM SEWER @ 1.25%
LINE 'B'
134.28-LF ~ 24" HDPE
STORM SEWER @ 0.50%
27.50-LF ~ 8" HDPE
@7.00%
MH A-1, STA. 0+00 - LINE 'A'
6' Ø STORM MH
RIM EL.=19.73
30" INV. IN (S)=13.50
EX. 36" INV. OUT (W)=(13.35)
STA. 1+69.38
30"x8" HDPE TEE
INV. EL.=16.03
8" HDPE INV. EL.=17.95
12" HDPE 45° BEND
INV. EL.=16.63
12" HDPE INV. EL.=17.30
12" HDPE 1.25° BEND
INV. EL.=16.10
22.00-LF ~ 12" HDPE @ 0.60%
112.20-LF ~ 12" HDPE @ 0.60%
STA. 1+19.12
30"x8" HDPE TEE
15.72
STA. 0+58.35
30"x8" HDPE TEE
INV. EL.=15.35
8" HDPE INV. EL.=17.95
8" HDPE INV. EL.=17.95
22.30-LF ~ 8" HDPE
@10.00%
40.30-LF ~ 8" HDPE
@6.45%
DYH
T
WM
T
SD
134.28-LF ~24" HDPE @ 0.50
%
210.47-LF ~30" HDPE @ 0.60
%
EXISTING GROUND
@ ℄
PROPOSED GRADE
@ ℄
100-YR HGL
Q100=16.03 CFS
Q100=23.19 CFS
IN A-1 - 5' TYPE R
STA: 0+18.38
BC=19.58
30" INV. IN (E)=13.73
18" INV. IN (S)=14.68
30" INV. OUT (N)=13.58
100-YR HGL
IN B-1 - 5' TYPE R
STA: 2+10.47
BC=18.98
24" INV. IN (N)=15.14
30" INV. OUT (W)=14.99
IN B-2 - (2) TRIPLE TYPE 16 INLETS
STA: 3+44.75
GRATE EL.=18.50
12" INV. IN (N)=15.97
24" INV. OUT (S)=15.82
UGE
ST
A
.
0
+
5
8
.
1
0
30
"
x
8
"
H
D
P
E
T
E
E
EL
=
4
9
1
5
.
3
5
'
ST
A
.
1
+
1
9
.
1
2
30
"
x
8
"
H
D
P
E
T
E
E
EL
=
4
9
1
5
.
7
2
'
ST
A
.
1
+
6
9
.
3
8
30
"
x
8
"
H
D
P
E
T
E
E
EL
=
4
9
1
6
.
0
3
'
EXISTING GROUND
@ ℄
PROPOSED GRADE
@ ℄
100-YR HGL
18.38-LF~30" HDPE @ 1.25%
Q100=24.19 CFS
IN A-2 - 5' TYPE R
STA: 0+52.72
BC=19.37
18" INV. OUT (N)=15.11
IN A-1 - 5' TYPE R
STA: 0+18.38
BC=19.58
30" INV. IN (E)=13.73
18" INV. IN (S)=14.68
30" INV. OUT (N)=13.58
MH A-1 - 6' Ø
STA: 0+0.00
RIM=19.73
30" INV. IN (S)=13.50
EX. 30" INV. OUT (W)=13.35
34.34-LF~18" HDPE @ 1.25%
Q100=0.50 CFS
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
C A U T I O N E D T H A T T H E L O C A T I O N A N D /O R
ELE VATION OF EX I ST I NG UTILIT I ES AS S HOWN
O N T H E S E P L A N S I S B A S E D O N R E C O R D S O F
T H E V A R I O U S U T I L I T Y C O M P A N I E S A N D ,
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
A T L E A S T 7 2 H O U R S B E F O R E A N Y E X C A V A T I O N T O R E Q U E S T E X A C T F I E L D
L O C A T I O N S O F T H E U T I L I T I E S . I T S H A L L B E T H E R E S P O N S I B I L I T Y O F T H E
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 .
UPLIFT SELF STORAGE
2207.01
UPLIFT DEVELOPMENT, LLC
5388 RONALD REAGAN BLVD., UNIT 136
970-420-1521
JOHNSTOWN, CO 80534
AT RUDOLPH FARMTONY OLLILA
(PRIVATE)
C1.9
9 of
STORM SEWER PLAN AND PROFILES
STORM SEWER IMPROVEMENTS (BY OTHERS)
STORM SEWER1
2
3
TYPE R INLET
LEGEND
PROPOSED EXISTING
1
1
1
2
30"
15'
3
POND 2 - DETENTION AND WATER QUALITY POND
1
2
30"
STORM LINE B
STORM LINE A
NOTES:
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES
ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE
COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE
RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES.
2. ALL SANITARY CONSTRUCTION SHALL BE PER BOXELDER SANITATION
DISTRICT SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST
EDITION.
3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1
4" BELOW FINISHED
GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT
LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT
LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE
UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD.
5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION
BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND
SERVICES.
6. ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.
7. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT
DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER
SURVEY INFORMATION.
8. IN AREAS WHERE THE SEWER WILL BE MORE THAN 15' BELOW FINAL SITE
GRADES, THE LOWER 10' OF BACKFILL SHOULD BE COMPACTED TO 98% OF
STANDARD PROCTOR DENSITY, WHILE THE AREAS ABOVE THAT CAN BE
COMPACTED TO THE TYPICAL 95% DENSITY.
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
C A U T I O N E D T H A T T H E L O C A T I O N A N D /O R
ELE VATION OF EX I ST I NG UTILIT I ES AS S HOWN
O N T H E S E P L A N S I S B A S E D O N R E C O R D S O F
T H E V A R I O U S U T I L I T Y C O M P A N I E S A N D ,
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
A T L E A S T 7 2 H O U R S B E F O R E A N Y E X C A V A T I O N T O R E Q U E S T E X A C T F I E L D
L O C A T I O N S O F T H E U T I L I T I E S . I T S H A L L B E T H E R E S P O N S I B I L I T Y O F T H E
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 .
UPLIFT SELF STORAGE
2207.01
UPLIFT DEVELOPMENT, LLC
5388 RONALD REAGAN BLVD., UNIT 136
970-420-1521
JOHNSTOWN, CO 80534
AT RUDOLPH FARMTONY OLLILA C1.10
10 of 20
UTILITY CONSTRUCTION DETAILS
NOT TO SCALE
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
C A U T I O N E D T H A T T H E L O C A T I O N A N D /O R
ELE VATION OF EX I ST I NG UTILIT I ES AS S HOWN
O N T H E S E P L A N S I S B A S E D O N R E C O R D S O F
T H E V A R I O U S U T I L I T Y C O M P A N I E S A N D ,
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
A T L E A S T 7 2 H O U R S B E F O R E A N Y E X C A V A T I O N T O R E Q U E S T E X A C T F I E L D
L O C A T I O N S O F T H E U T I L I T I E S . I T S H A L L B E T H E R E S P O N S I B I L I T Y O F T H E
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 .
UPLIFT SELF STORAGE
2207.01
UPLIFT DEVELOPMENT, LLC
5388 RONALD REAGAN BLVD., UNIT 136
970-420-1521
JOHNSTOWN, CO 80534
AT RUDOLPH FARMTONY OLLILA C1.11
11 of 20
STORM SEWER CONSTRUCTION DETAILS
CONCRETE PAN
NTS
PRECAST WHEEL STOP
1"=1'
6" CURB & GUTTER
CATCH
1"=1'
6" CURB & GUTTER
SPILL
1"=1'
APRON & DUMPSTER
PAVEMENT SECTION
1"=2'
STOP SIGN (R1-1)
1"=2'
ACCESSIBLE PARKING SIGN
1"=2'
BIKE RACK
N.T.S.
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
C A U T I O N E D T H A T T H E L O C A T I O N A N D /O R
ELE VATION OF EX I ST I NG UTILIT I ES AS S HOWN
O N T H E S E P L A N S I S B A S E D O N R E C O R D S O F
T H E V A R I O U S U T I L I T Y C O M P A N I E S A N D ,
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
A T L E A S T 7 2 H O U R S B E F O R E A N Y E X C A V A T I O N T O R E Q U E S T E X A C T F I E L D
L O C A T I O N S O F T H E U T I L I T I E S . I T S H A L L B E T H E R E S P O N S I B I L I T Y O F T H E
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 .
UPLIFT SELF STORAGE
2207.01
UPLIFT DEVELOPMENT, LLC
5388 RONALD REAGAN BLVD., UNIT 136
970-420-1521
JOHNSTOWN, CO 80534
AT RUDOLPH FARMTONY OLLILA C1.12
12 of 20
SITE CONSTRUCTION DETAILS
NOTES:
1. THE SIGN PLATE SHALL BE A MINIMUM OF 12"X18" WITH A THICKNESS OF .080
ALUMINUM CONSTRUCTION.
2. THE SIGN FACE SHALL HAVE A WHITE REFLECTIVE BACKGROUND WITH A RED
LEGEND. USE THE STANDARD 3M SCOTCHLITE SIGN FACE NUMBER R7-32 OR
EQUIVALENT, WITH RED LETTERING AS SHOWN ABOVE.
3. ARROWS MAY BE NEEDED (LEFT, RIGHT OR DOUBLE), TO DESIGNATE BEGIN AND
END OF NO PARKING AREA.
FIRE
LANE
NO
PARKING
STANDARD
FIRE LANE SIGN DETAIL
UNIVERSAL
FIRE LANE SIGN DETAIL
18"
2"
1 1/2"
12"12"
FIRE LANE
COLOR SCHEDULE
BACKGROUND
"P"
RED
WHITE
BLACK
LEGEND, CIRCLE DIAGONAL, BORDER,
"ARROW", "FIRE LANE"
(FORT COLLINS ONLY)
75'
75'
15'
15'
12"-18"
(TYP.)
STANDARD DETAIL 1
(WITHOUT STENCIL)
100'
15'
15'
12"-18"
(TYP.)
STANDARD DETAIL 1
(WITH STENCIL)
FI
R
E
L
A
N
E
N
O
P
A
R
K
I
N
G
STENCIL SHALL
BE CENTERED
BETWEEN SIGNS
ON CURB FACE
15'
DETAIL 3
(65' OR LESS)
15'
65'
STENCIL SHALL
START 15' IN
SIGN SHALL
BE CENTERED
12"-18"
(TYP.)FI
R
E
L
A
N
E
N
O
P
A
R
K
I
N
G
FI
R
E
L
A
N
E
N
O
P
A
R
K
I
N
G
MUST BE PRE-APPROVED
ACCESS OFFICER MUST
PRE-APPROVE THIS
APPLICATION
2 APPROVED
FIRE LANE
SIGNS-BACK
TO BACK
35'
ca
r
p
o
r
t
p
a
r
k
i
n
g
NOTE:
APPROVED FIRE LANE SIGNS SHALL BE INSTALLED 12" TO 18"
FROM BACK OF CURB OR BACK OF SIDEWALK.
SIGN MUST FACE THE ONCOMING TRAFFIC.
STENCILS SHALL BE IN WHITE LETTERING (3" HT. 1/2"
STROKE) ON RED PAINTED CURB.
STENCIL SHALL READ "FIRE LANE NO PARKING"
1.
2.
3.
4.
Transition back of walk (typ.)
Broom finishBroom finish
SECTION A-A
MID-BLOCK LOCATION
Varies *
1:12
Slope
(max.)
1:50 see note 2
Fl
o
w
l
i
n
e
(max.)
Slope
1:12
5'
A
Varies *
Wood float finish thru ramp
Slo
p
e
1:1
2
Slope
1:12
CORNER LOCATION
ramp
finish thru
Wood float
Broom finish
A
Varie
s
*
(ma
x
.
)
A
A
5'
(m
a
x
)
(Radius varies)
(typ.)
back of walk
Transition
2
Br
o
o
m
f
i
n
i
s
h
BA
C
K
O
F
W
A
L
K
/
L
A
N
D
I
N
G
Retaining Curb (Optional)
12
"
(m
a
x
.
)
(m
i
n
.
)
T
Walk
Curb
Gutter
NOTES:
1. T = Concrete thickness, 6" minimum for entire ramp area.
2. 1:50 Max unless a landing behind ramp (then ramp can be 1:12 with 1:20 on the detectable warning).
3. See CONST. DWG. 1606(a) and 1607 for Fort Collins.
4. Detectable Warning to extend the full width of the ramp. Material to be approved by Local Engineer.
5. 0" Curb height, See Section A-A.
6. Standard Curb and Gutter Section , See Standard Drawing 701.
2'-0" (min)
6"
Walk
Gutter
Curb
Va
r
i
e
s
*
Detectable Warning
1/4" per ft.
1" per ft.1" per ft.
1"
p
e
r
f
t
.
1" pe
r
f
t
.
On a radius hold 6" at the
corners of the truncated
dome warning.
2"
Retaining
Curb
(Optional)
6"
* Curb to match slope
of sidewalk, Ramp length
not to exceed 15'-0"
See Note 6
See Note 5
See Note 5
See Note 6
Detectable Warning,
See Note 4
Detectable Warning,
See Note 4
Retaining Curb (Optional)
to retain ground behind
the walk, if needed
Flare
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. Pedestrian landing area required 4 ft length x 4 ft width, max slope in any direction is 1:50 or 14" per foot.
3. Joint pattern to be according to intersection gutter detail' or as determined by the local entity.
4. Wood float finish is required over the sloped surface of ramp and flares.
5. Minimum ramp width shall be four feet, or the same as the widest adjacent sidewalk, whichever is greater, up to a
maximum width of 8 feet.
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. T = Concrete thickness, 6" minimum for entire ramp area.
SECTION A-A
PLAN VIEW
N.T.S.
N.T.S.
NOTES:
2' Transition (TYP.)
4' (min)
6"
2'
1:20 (max)
1:12 (max)
T, See Note 8
0" Curb
Lip of Gutter
Detectable
Warning
A
A
1/2" per ft.
1" per ft.
Flare
Curb
Flare Detectable Warning
Curb
(TYP.)SIDEWALK
SI
D
E
W
A
L
K
0" Curb Height,
See Section A-A
(TYP)
Standard Curb
and Gutter,
See Standard
Dwg 701 (TYP)
Pedestrian
Landing Area,
See Note 2
2' (min)
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
UD
UD
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
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
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
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
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
LOT 11
133,572 SF
(3.07 AC)
CAR
R
I
A
G
E
P
K
W
Y
.
(84
'
R
.
O
.
W
.
)
PROSPECT
MIDDLE/HIGH
SCHOOL
LOT 3
LOT 10
TRACT K
TRACT J
REGIONAL
DETENTION
RAIN G
A
R
D
E
N
∆
9' UTILITY
EASEMENT
NHBZ BOUNDARY
CS
VTC
CWA
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
CS
SF
SF
SF
SF
SF
SF
SFSF
5460
5461
SD
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 VARIOUS UTILITY COMPANIES AND,
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 RESPONSIBILITY 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 .
UPLIFT SELF STORAGE
2207.01
UPLIFT DEVELOPMENT, LLC
5388 RONALD REAGAN BLVD., UNIT 136
970-420-1521
JOHNSTOWN, CO 80534
AT RUDOLPH FARMTONY OLLILA
PHASE 1
C2.1
13 of 20
INITIAL EROSION CONTROL PLAN
LEGEND
PROPOSED EXISTING
IPA
SF
VTC
LOC
CWA
SSA
DD
CF
IPS
IP
SB
CS
RS
SM
ECB
ST
SCL
BMP LEGEND
DRAINAGE FLOW ARROW
INLET PROTECTION - ON GRADE
SUMP INLET PROTECTION
AREA INLET PROTECTION
SILT FENCE
VEHICLE TRACKING CONTROL
LIMITS OF CONSTRUCTION
CONCRETE WASHOUT AREA
STABILIZED STAGING AREA
DIVERSION DITCH
CONSTRUCTION FENCE.
SEDIMENT BASIN
CURB SOCKS
ROCK SOCKS
SEED AND MULCH
EROSION CONTROL BLANKET
SEDIMENT TRAP
SEDIMENT CONTROL LOG
PERMANENT LANDSCAPING
OUTLET PROTECTION
PL
OP
SEDIMENT AND EROSION CONTROL NOTES:
1. SEE GENERAL AND EROSION CONTROL NOTES ON SHEET C1.2.
2. SEE CBMP NOTES AND DETAILS ON SHEETS C2.6 THRU C2.X.
3. ALL EROSION AND SEDIMENT CONTROL PRACTICES AND OTHER PROTECTIVE MEASURES MUST BE
MAINTAINED IN EFFECTIVE OPERATING CONDITION. REGULAR INSPECTION AND MAINTENANCE OF
BMPs SHOULD BE LOGGED AND REMEDIAL ACTION TAKEN AS SOON AS PRACTICAL.
4. PERIMETER EROSION CONTROL BMPs ARE TO REMAIN IN PLACE UNTIL PERMANENT GROUND
COVERAGE IS ACHIEVED.
5. CONTRACTOR SHALL IMMEDIATELY STABLIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR
METHODS.
6. ALL DISTURBED AREAS NOT TO BE LANDSCAPED ARE TO BE SEEDED AND MULCHED WITHIN 14 DAYS OF
FINAL GRADING. SURFACE IS TO BE AMENDED WITH TOPSOIL AND SEEDED WITH LOCAL DRYLAND
GRASS SEED MIX.
7. NO WORK SHALL OCCUR OUTSIDE OF THE LIMITS OF CONSTRUCTION (LOC).
8. CONTRACTOR MUST OBTAIN CONSTRUCTION ACTIVITIES STORMWATER DISCHARGE PERMIT.
6. THE VTC PAD FOR A CWA DOES NOT NEED TO CONFORM TO THE FORMAL VTC DETAIL.
7. THE TRUE LOCATION OF THE CWA MAY BE DETERMINED BY THE CITY AND THE ECS.
8. THE TRUE LOCATION OF THE PORTABLE TOILET PROTECTION (PTP) MAY BE DETERMINED BY THE CITY
AND THE ECS.
9. REFER TO THE FINAL DRAINAGE REPORT DATED AS PREPARED BY KELLY
DEVELOPMENT SERVICES FOR ADDITIONAL INFORMATION.
10. SWMP ADMINISTRATOR:
CONTACT
COMPANY
ADDRESS
PHONE
SITE PREPARATION / INITIAL CONSTRUCTION CBMPs
1. INSTALL ALL PERIMETER CBMPs PRIOR TO BEGINNING SITE GRADING.
2. INSTALL ALL SILT FENCE IMMEDIATELY BEHIND BACK OF CURB, SIDEWALK, AND/OR ROADWAY. IF A GAP
OF EXPOSED SOIL EXISTS, A STRIP OF EROSION CONTROL BLANKETING MAY BE NECESSARY.
3. INSTALL SSA, VTC IMMEDIATELY UPON ESTABLISHMENT OF NEAR GRADE CONDITIONS IN THOSE AREAS.
4. CONTACT PUBLIC WORKS TO SCHEDULE A PRE-CONSTRUCTION INSPECTION.
5. MAINTAIN SEDIMENTATION TRAPS AS LONG AS POSSIBLE DURING OVERLOT GRADING AND BUILDING
CONSTRUCTION.
SITE DATA
TOTAL SITE AREA: 3.07 AC
PHASE 1 ONSITE DISTURBED AREA: 1.82 AC (100% DISTURBANCE AT ANY ONE TIME)
PHASE 1 OFFSITE DISTURBED AREA: 0.10 AC
0% EXISTING VEGETATION
EXISTING SOIL TYPE GARRET LOAM (HYDROLOGIC SOIL GROUP B), FORT COLLINS
LOAM (HYDROLOGIC SOIL GROUP C), WITH SOME NUNN CLAY LOAMS (HYDROLOGIC
SOIL GROUP C)
DEPTH TO GROUNDWATER APPROX. 10' BELOW FFE
49
2
0
4920
49
1
9
4919
4920
4920
49
2
0
4920
4920
4920
4919
491
9
49
1
9
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
UD
UD
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
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
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
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
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
LOT 11
133,572 SF
(3.07 AC)
CAR
R
I
A
G
E
P
K
W
Y
.
(84
'
R
.
O
.
W
.
)
PROSPECT
MIDDLE/HIGH
SCHOOL
LOT 3
LOT 10
TRACT K
TRACT J
REGIONAL
DETENTION
RAIN G
A
R
D
E
N
∆
9' UTILITY
EASEMENT
NHBZ BOUNDARY
T
CS
VTC
LOC
IPS
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
CS
CF
ST
PTP
CF
CF
CF
CF
CF
CF
CF
CF
CF
IPS
IPS
IPS
SM
SM
SM
SM
SM
SM
SM
SM
SM
SM
ST
ST
ST
DD
DD
DD
DD
DD
DD
LOC
LOC
VTC CWA
SSA
4,500 SF
UTILITY TIE-IN
LOCATIONS
STREET SWEEPING
AT PROJECT ENTRANCE
STREET SWEEPING
AT PROJECT ENTRANCE
5460
5461
SD
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 VARIOUS UTILITY COMPANIES AND,
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 RESPONSIBILITY 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 .
UPLIFT SELF STORAGE
2207.01
UPLIFT DEVELOPMENT, LLC
5388 RONALD REAGAN BLVD., UNIT 136
970-420-1521
JOHNSTOWN, CO 80534
AT RUDOLPH FARMTONY OLLILA
PHASE 1
C2.2
14 of 20
INTERIM EROSION CONTROL PLAN
LEGEND
PROPOSED EXISTING
IPA
SF
VTC
LOC
CWA
SSA
DD
CF
IPS
IP
SB
CS
RS
SM
ECB
ST
SCL
BMP LEGEND
DRAINAGE FLOW ARROW
INLET PROTECTION - ON GRADE
SUMP INLET PROTECTION
AREA INLET PROTECTION
SILT FENCE
VEHICLE TRACKING CONTROL
LIMITS OF CONSTRUCTION
CONCRETE WASHOUT AREA
STABILIZED STAGING AREA
DIVERSION DITCH
CONSTRUCTION FENCE.
SEDIMENT BASIN
CURB SOCKS
ROCK SOCKS
SEED AND MULCH
EROSION CONTROL BLANKET
SEDIMENT TRAP
SEDIMENT CONTROL LOG
PERMANENT LANDSCAPING
OUTLET PROTECTION
PL
OP
SEDIMENT AND EROSION CONTROL NOTES:
1. SEE GENERAL NOTES ON SHEET C1.2.
2. SEE CBMP NOTES AND DETAILS ON SHEETS C2.3 THRU C2.6.
3. ALL EROSION AND SEDIMENT CONTROL PRACTICES AND OTHER PROTECTIVE MEASURES MUST BE MAINTAINED IN
EFFECTIVE OPERATING CONDITION. REGULAR INSPECTION AND MAINTENANCE OF BMPs SHOULD BE LOGGED AND
REMEDIAL ACTION TAKEN AS SOON AS PRACTICAL.
4. PERIMETER EROSION CONTROL BMPs ARE TO REMAIN IN PLACE UNTIL PERMANENT GROUND COVERAGE IS ACHIEVED.
5. CONTRACTOR SHALL IMMEDIATELY STABLIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS.
6. ALL DISTURBED AREAS NOT TO BE LANDSCAPED ARE TO BE SEEDED AND MULCHED WITHIN 14 DAYS OF FINAL GRADING.
SURFACE IS TO BE AMENDED WITH TOPSOIL AND SEEDED WITH LOCAL DRYLAND GRASS SEED MIX.
7. NO WORK SHALL OCCUR OUTSIDE OF THE LIMITS OF CONSTRUCTION (LOC).
8. CONTRACTOR MUST OBTAIN CONSTRUCTION ACTIVITIES STORMWATER DISCHARGE PERMIT.
6. THE VTC PAD FOR A CWA DOES NOT NEED TO CONFORM TO THE FORMAL VTC DETAIL.
7. THE TRUE LOCATION OF THE CWA MAY BE DETERMINED BY THE CITY AND THE ECS.
8. THE TRUE LOCATION OF THE PORTABLE TOILET PROTECTION (PTP) MAY BE DETERMINED BY THE CITY AND THE ECS.
9. REFER TO THE FINAL DRAINAGE REPORT DATED AS PREPARED BY KELLY DEVELOPMENT SERVICES FOR
ADDITIONAL INFORMATION.
10. SWMP ADMINISTRATOR:
CONTACT
COMPANY
ADDRESS
PHONE
SITE DATA
TOTAL SITE AREA: 3.07 AC
PHASE 1 ONSITE DISTURBED AREA: 1.82 AC (100% DISTURBANCE AT ANY ONE TIME)
PHASE 1 OFFSITE DISTURBED AREA: 0.10 AC
0% EXISTING VEGETATION
EXISTING SOIL TYPE GARRET LOAM (HYDROLOGIC SOIL GROUP B), FORT COLLINS
LOAM (HYDROLOGIC SOIL GROUP C), WITH SOME NUNN CLAY LOAMS (HYDROLOGIC
SOIL GROUP C)
DEPTH TO GROUNDWATER APPROX. 10' BELOW FFE
VOLUME NOTES:
1. ALL CUT AND FILL NUMBERS ARE UNADJUSTED - NO
SHRINK OR BULK FACTOR.
2. ALL CUT AND FILL NUMBERS ARE TO SUBGRADE
BASED ON THESE ASSUMPTIONS:
·THE SUBGRADE BELOW THE BUILDING IS
ASSUMED TO BE 6" BELOW FINISHED FLOOR.
·IT IS ASSUMED PAVED AREAS ARE 12" ABOVE
SUBGRADE AND SIDEWALK AREAS ARE 4"
ABOVE SUBGRADE.
3. NO CALCULATIONS HAVE BEEN MADE FOR
STRUCTURAL FILL WITHIN BUILDINGS.
4. NO ADJUSTMENTS HAVE BEEN MADE FOR STRIPPING
AWAY TOPSOIL.
5. EXISTING TOPOGRAPHY MAY DIFFER FROM WHAT IS
SHOWN ON THIS DRAWING.
6. DUE TO VARYING METHODS AND SOFTWARE, THE
CONTRACTOR IS RESPONSIBLE FOR VERIFYING
EARTHWORK VOLUMES.
GRADING VOLUME TABLE
CUT
YD³
FILL
YD³
NET
YD³
0 4,500 4,500
TOTAL DISTURBED ACREAGE = 1.8 ACRES
T
49
2
0
4920
49
1
9
4919
4920
4920
49
2
0
4920
4920
4920
4919
491
9
49
1
9
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
UD
UD
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
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
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
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
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
BUILDING A
CAR
R
I
A
G
E
P
K
W
Y
.
(84
'
R
.
O
.
W
.
)
PROSPECT
MIDDLE/HIGH
SCHOOL
LOT 3
LOT 10
TRACT K
TRACT J
REGIONAL
DETENTION
RAIN G
A
R
D
E
N
∆
9' UTILITY
EASEMENT
NHBZ BOUNDARY
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOT 11
133,572 SF
(3.07 AC)
5460
5461
SD
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
C A U T I O N E D T H A T T H E L O C A T I O N A N D /O R
ELE VATION OF EX I ST I NG UTILIT I ES AS S HOWN
O N T H E S E P L A N S I S B A S E D O N R E C O R D S O F
T H E V A R I O U S U T I L I T Y C O M P A N I E S A N D ,
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
A T L E A S T 7 2 H O U R S B E F O R E A N Y E X C A V A T I O N T O R E Q U E S T E X A C T F I E L D
L O C A T I O N S O F T H E U T I L I T I E S . I T S H A L L B E T H E R E S P O N S I B I L I T Y O F T H E
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 .
UPLIFT SELF STORAGE
2207.01
UPLIFT DEVELOPMENT, LLC
5388 RONALD REAGAN BLVD., UNIT 136
970-420-1521
JOHNSTOWN, CO 80534
AT RUDOLPH FARMTONY OLLILA
PHASE 1
C2.3
15 of 20
FINAL EROSION CONTROL PLAN
LEGEND
PROPOSED EXISTING
IPA
SF
VTC
LOC
CWA
SSA
DD
CF
IPS
IP
SB
CS
RS
SM
ECB
ST
SCL
BMP LEGEND
DRAINAGE FLOW ARROW
INLET PROTECTION - ON GRADE
SUMP INLET PROTECTION
AREA INLET PROTECTION
SILT FENCE
VEHICLE TRACKING CONTROL
LIMITS OF CONSTRUCTION
CONCRETE WASHOUT AREA
STABILIZED STAGING AREA
DIVERSION DITCH
CONSTRUCTION FENCE.
SEDIMENT BASIN
CURB SOCKS
ROCK SOCKS
SEED AND MULCH
EROSION CONTROL BLANKET
SEDIMENT TRAP
SEDIMENT CONTROL LOG
PERMANENT LANDSCAPING
OUTLET PROTECTION
PERMANENT LANDSCAPING - SOD
PERMANENT LANDSCAPING - ROCK MULCH
PERMANENT PAVING
PL
OP
SEDIMENT AND EROSION CONTROL NOTES:
1.SEE GENERAL NOTES ON SHEET C1.2.
2.SEE CBMP NOTES AND DETAILS ON SHEETS C2.3 THRU C2.6.
3.ALL EROSION AND SEDIMENT CONTROL PRACTICES AND OTHER PROTECTIVE MEASURES MUST BE
MAINTAINED IN EFFECTIVE OPERATING CONDITION. REGULAR INSPECTION AND MAINTENANCE OF
BMPs SHOULD BE LOGGED AND REMEDIAL ACTION TAKEN AS SOON AS PRACTICAL.
4.PERIMETER EROSION CONTROL BMPs ARE TO REMAIN IN PLACE UNTIL PERMANENT GROUND
COVERAGE IS ACHIEVED.
5.CONTRACTOR SHALL IMMEDIATELY STABLIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR
METHODS.
6.ALL DISTURBED AREAS NOT TO BE LANDSCAPED ARE TO BE SEEDED AND MULCHED WITHIN 14 DAYS OF
FINAL GRADING. SURFACE IS TO BE AMENDED WITH TOPSOIL AND SEEDED WITH LOCAL DRYLAND
GRASS SEED MIX.
7.NO WORK SHALL OCCUR OUTSIDE OF THE LIMITS OF CONSTRUCTION (LOC).
8.CONTRACTOR MUST OBTAIN CONSTRUCTION ACTIVITIES STORMWATER DISCHARGE PERMIT.
6.THE VTC PAD FOR A CWA DOES NOT NEED TO CONFORM TO THE FORMAL VTC DETAIL.
7.THE TRUE LOCATION OF THE CWA MAY BE DETERMINED BY THE CITY AND THE ECS.
8.THE TRUE LOCATION OF THE PORTABLE TOILET PROTECTION (PTP) MAY BE DETERMINED BY THE CITY
AND THE ECS.
9.REFER TO THE FINAL DRAINAGE REPORT DATED AS PREPARED BY KELLY
DEVELOPMENT SERVICES FOR ADDITIONAL INFORMATION.
10.SWMP ADMINISTRATOR:
CONTACT
COMPANY
ADDRESS
PHONE
49
1
9
49
2
0
4920
49
2
0
49
1
9
49
1
9
49
1
8
49
2
1
49
2
1
LOT 11
133,572 SF
(3.07 AC)
CAR
R
I
A
G
E
P
K
W
Y
.
(84
'
R
.
O
.
W
.
)
PROSPECT
MIDDLE/HIGH
SCHOOL
LOT 3
LOT 10
TRACT K
TRACT J
REGIONAL
DETENTION
RAIN G
A
R
D
E
N
∆
9' UTILITY
EASEMENT
NHBZ BOUNDARY
VTC
CW
A
IPS
LOC
LOC
LOC
LOC
SF
PTP
SM
SM
LOC
LOC
LOC
SM
SM
T
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
UD
UD
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
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
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
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
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
LOC
LOC
IPS
BUILDING A
34,075 SF FOOTPRINT
102,225 SF GFA
3-STORY CC
B
10
,
0
0
0
S
F
G
F
A
1-
S
T
O
R
Y
F
2,1
0
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 SF
1-STOR
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
VT
C
SF
SF
SF
SF
SF
SF
SF
5460
5461
SD
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 VARIOUS UTILITY COMPANIES AND,
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 RESPONSIBILITY 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 .
UPLIFT SELF STORAGE
2207.01
UPLIFT DEVELOPMENT, LLC
5388 RONALD REAGAN BLVD., UNIT 136
970-420-1521
JOHNSTOWN, CO 80534
AT RUDOLPH FARMTONY OLLILA
PHASE 2
C2.4
16 of 20
INTERIM EROSION CONTROL PLAN
LEGEND
PROPOSED EXISTING
IPA
SF
VTC
LOC
CWA
SSA
DD
CF
IPS
IP
SB
CS
RS
SM
ECB
ST
SCL
BMP LEGEND
DRAINAGE FLOW ARROW
INLET PROTECTION - ON GRADE
SUMP INLET PROTECTION
AREA INLET PROTECTION
SILT FENCE
VEHICLE TRACKING CONTROL
LIMITS OF CONSTRUCTION
CONCRETE WASHOUT AREA
STABILIZED STAGING AREA
DIVERSION DITCH
CONSTRUCTION FENCE.
SEDIMENT BASIN
CURB SOCKS
ROCK SOCKS
SEED AND MULCH
EROSION CONTROL BLANKET
SEDIMENT TRAP
SEDIMENT CONTROL LOG
PERMANENT LANDSCAPING
OUTLET PROTECTION
PL
OP
SEDIMENT AND EROSION CONTROL NOTES:
1. SEE GENERAL NOTES ON SHEET C1.2.
2. SEE CBMP NOTES AND DETAILS ON SHEETS C2.3 THRU C2.6.
3. ALL EROSION AND SEDIMENT CONTROL PRACTICES AND OTHER PROTECTIVE MEASURES MUST BE MAINTAINED IN EFFECTIVE
OPERATING CONDITION. REGULAR INSPECTION AND MAINTENANCE OF BMPs SHOULD BE LOGGED AND REMEDIAL ACTION
TAKEN AS SOON AS PRACTICAL.
4. PERIMETER EROSION CONTROL BMPs ARE TO REMAIN IN PLACE UNTIL PERMANENT GROUND COVERAGE IS ACHIEVED.
5. CONTRACTOR SHALL IMMEDIATELY STABLIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS.
6. ALL DISTURBED AREAS NOT TO BE LANDSCAPED ARE TO BE SEEDED AND MULCHED WITHIN 14 DAYS OF FINAL GRADING.
SURFACE IS TO BE AMENDED WITH TOPSOIL AND SEEDED WITH LOCAL DRYLAND GRASS SEED MIX.
7. NO WORK SHALL OCCUR OUTSIDE OF THE LIMITS OF CONSTRUCTION (LOC).
8. CONTRACTOR MUST OBTAIN CONSTRUCTION ACTIVITIES STORMWATER DISCHARGE PERMIT.
6. THE VTC PAD FOR A CWA DOES NOT NEED TO CONFORM TO THE FORMAL VTC DETAIL.
7. THE TRUE LOCATION OF THE CWA MAY BE DETERMINED BY THE CITY AND THE ECS.
8. THE TRUE LOCATION OF THE PORTABLE TOILET PROTECTION (PTP) MAY BE DETERMINED BY THE CITY AND THE ECS.
9. REFER TO THE FINAL DRAINAGE REPORT DATED AS PREPARED BY KELLY DEVELOPMENT SERVICES FOR
ADDITIONAL INFORMATION.
10. SWMP ADMINISTRATOR:
CONTACT
COMPANY
ADDRESS
PHONE
SITE DATA
TOTAL SITE AREA: 3.07 AC
PHASE 1 ONSITE DISTURBED AREA: 1.0 AC (100% DISTURBANCE AT ANY ONE TIME)
PHASE 1 OFFSITE DISTURBED AREA: 0 AC
0% EXISTING VEGETATION
EXISTING SOIL TYPE GARRET LOAM (HYDROLOGIC SOIL GROUP B), FORT COLLINS
LOAM (HYDROLOGIC SOIL GROUP C), WITH SOME NUNN CLAY LOAMS (HYDROLOGIC
SOIL GROUP C)
DEPTH TO GROUNDWATER APPROX. 10' BELOW FFE
VOLUME NOTES:
1. ALL CUT AND FILL NUMBERS ARE UNADJUSTED - NO
SHRINK OR BULK FACTOR.
2. ALL CUT AND FILL NUMBERS ARE TO SUBGRADE
BASED ON THESE ASSUMPTIONS:
·THE SUBGRADE BELOW THE BUILDING IS
ASSUMED TO BE 6" BELOW FINISHED FLOOR.
·IT IS ASSUMED PAVED AREAS ARE 12" ABOVE
SUBGRADE AND SIDEWALK AREAS ARE 4"
ABOVE SUBGRADE.
3. NO CALCULATIONS HAVE BEEN MADE FOR
STRUCTURAL FILL WITHIN BUILDINGS.
4. NO ADJUSTMENTS HAVE BEEN MADE FOR STRIPPING
AWAY TOPSOIL.
5. EXISTING TOPOGRAPHY MAY DIFFER FROM WHAT IS
SHOWN ON THIS DRAWING.
6. DUE TO VARYING METHODS AND SOFTWARE, THE
CONTRACTOR IS RESPONSIBLE FOR VERIFYING
EARTHWORK VOLUMES.
GRADING VOLUME TABLE
CUT
YD³
FILL
YD³
NET
YD³
250 250 0
TOTAL DISTURBED ACREAGE = 1.0 ACRES
T
LOT 11
133,572 SF
(3.07 AC)
CAR
R
I
A
G
E
P
K
W
Y
.
(84
'
R
.
O
.
W
.
)
PROSPECT
MIDDLE/HIGH
SCHOOL
LOT 3
LOT 10
TRACT K
TRACT J
∆
9' UTILITY
EASEMENT
NHBZ BOUNDARY
LOC
LOC
LOC
LOC
49
1
9
49
2
0
4920
49
2
0
49
1
9
49
1
9
49
1
8
49
2
1
49
2
1
LOC
LOC
LOC
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
NP
UD
UD
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
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UG
E
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
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
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
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
LOC
LOC
BUILDING A
34,075 SF FOOTPRINT
102,225 SF GFA
3-STORY CC
B
10
,
0
0
0
S
F
G
F
A
1-
S
T
O
R
Y
F
2,1
0
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 SF
1-STOR
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
5460
5461
SD
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
C A U T I O N E D T H A T T H E L O C A T I O N A N D /O R
ELE VATION OF EX I ST I NG UTILIT I ES AS S HOWN
O N T H E S E P L A N S I S B A S E D O N R E C O R D S O F
T H E V A R I O U S U T I L I T Y C O M P A N I E S A N D ,
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
A T L E A S T 7 2 H O U R S B E F O R E A N Y E X C A V A T I O N T O R E Q U E S T E X A C T F I E L D
L O C A T I O N S O F T H E U T I L I T I E S . I T S H A L L B E T H E R E S P O N S I B I L I T Y O F T H E
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 .
UPLIFT SELF STORAGE
2207.01
UPLIFT DEVELOPMENT, LLC
5388 RONALD REAGAN BLVD., UNIT 136
970-420-1521
JOHNSTOWN, CO 80534
AT RUDOLPH FARMTONY OLLILA
PHASE 2
C2.5
17 of 20
FINAL EROSION CONTROL PLAN
19.75
LEGEND
PROPOSED EXISTING
IPA
SF
VTC
LOC
CWA
SSA
DD
CF
IPS
IP
SB
CS
RS
SM
ECB
ST
SCL
PL
OP
SEDIMENT AND EROSION CONTROL NOTES:
1.SEE GENERAL NOTES ON SHEET C1.2.
2.SEE CBMP NOTES AND DETAILS ON SHEETS C2.3 THRU C2.6.
3.ALL EROSION AND SEDIMENT CONTROL PRACTICES AND OTHER PROTECTIVE MEASURES MUST BE
MAINTAINED IN EFFECTIVE OPERATING CONDITION. REGULAR INSPECTION AND MAINTENANCE OF
BMPs SHOULD BE LOGGED AND REMEDIAL ACTION TAKEN AS SOON AS PRACTICAL.
4.PERIMETER EROSION CONTROL BMPs ARE TO REMAIN IN PLACE UNTIL PERMANENT GROUND
COVERAGE IS ACHIEVED.
5.CONTRACTOR SHALL IMMEDIATELY STABLIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR
METHODS.
6.ALL DISTURBED AREAS NOT TO BE LANDSCAPED ARE TO BE SEEDED AND MULCHED WITHIN 14 DAYS OF
FINAL GRADING. SURFACE IS TO BE AMENDED WITH TOPSOIL AND SEEDED WITH LOCAL DRYLAND
GRASS SEED MIX.
7.NO WORK SHALL OCCUR OUTSIDE OF THE LIMITS OF CONSTRUCTION (LOC).
8.CONTRACTOR MUST OBTAIN CONSTRUCTION ACTIVITIES STORMWATER DISCHARGE PERMIT.
6.THE VTC PAD FOR A CWA DOES NOT NEED TO CONFORM TO THE FORMAL VTC DETAIL.
7.THE TRUE LOCATION OF THE CWA MAY BE DETERMINED BY THE CITY AND THE ECS.
8.THE TRUE LOCATION OF THE PORTABLE TOILET PROTECTION (PTP) MAY BE DETERMINED BY THE CITY
AND THE ECS.
9.REFER TO THE FINAL DRAINAGE REPORT DATED AS PREPARED BY KELLY
DEVELOPMENT SERVICES FOR ADDITIONAL INFORMATION.
10.SWMP ADMINISTRATOR:
CONTACT
COMPANY
ADDRESS
PHONE
BMP LEGEND
DRAINAGE FLOW ARROW
INLET PROTECTION - ON GRADE
SUMP INLET PROTECTION
AREA INLET PROTECTION
SILT FENCE
VEHICLE TRACKING CONTROL
LIMITS OF CONSTRUCTION
CONCRETE WASHOUT AREA
STABILIZED STAGING AREA
DIVERSION DITCH
CONSTRUCTION FENCE.
SEDIMENT BASIN
CURB SOCKS
ROCK SOCKS
SEED AND MULCH
EROSION CONTROL BLANKET
SEDIMENT TRAP
SEDIMENT CONTROL LOG
PERMANENT LANDSCAPING
OUTLET PROTECTION
PERMANENT LANDSCAPING - SOD
PERMANENT LANDSCAPING - ROCK MULCH
PERMANENT PAVING
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
C A U T I O N E D T H A T T H E L O C A T I O N A N D /O R
ELE VATION OF EX I ST I NG UTILIT I ES AS S HOWN
O N T H E S E P L A N S I S B A S E D O N R E C O R D S O F
T H E V A R I O U S U T I L I T Y C O M P A N I E S A N D ,
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
A T L E A S T 7 2 H O U R S B E F O R E A N Y E X C A V A T I O N T O R E Q U E S T E X A C T F I E L D
L O C A T I O N S O F T H E U T I L I T I E S . I T S H A L L B E T H E R E S P O N S I B I L I T Y O F T H E
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 .
UPLIFT SELF STORAGE
2207.01
UPLIFT DEVELOPMENT, LLC
5388 RONALD REAGAN BLVD., UNIT 136
970-420-1521
JOHNSTOWN, CO 80534
AT RUDOLPH FARMTONY OLLILA C2.6
18 of 20
EROSION CONTROL DETAILS
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
C A U T I O N E D T H A T T H E L O C A T I O N A N D /O R
ELE VATION OF EX I ST I NG UTILIT I ES AS S HOWN
O N T H E S E P L A N S I S B A S E D O N R E C O R D S O F
T H E V A R I O U S U T I L I T Y C O M P A N I E S A N D ,
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
A T L E A S T 7 2 H O U R S B E F O R E A N Y E X C A V A T I O N T O R E Q U E S T E X A C T F I E L D
L O C A T I O N S O F T H E U T I L I T I E S . I T S H A L L B E T H E R E S P O N S I B I L I T Y O F T H E
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 .
UPLIFT SELF STORAGE
2207.01
UPLIFT DEVELOPMENT, LLC
5388 RONALD REAGAN BLVD., UNIT 136
970-420-1521
JOHNSTOWN, CO 80534
AT RUDOLPH FARMTONY OLLILA C2.7
19 of 20
EROSION CONTROL DETAILS
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
C A U T I O N E D T H A T T H E L O C A T I O N A N D /O R
ELE VATION OF EX I ST I NG UTILIT I ES AS S HOWN
O N T H E S E P L A N S I S B A S E D O N R E C O R D S O F
T H E V A R I O U S U T I L I T Y C O M P A N I E S A N D ,
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
A T L E A S T 7 2 H O U R S B E F O R E A N Y E X C A V A T I O N T O R E Q U E S T E X A C T F I E L D
L O C A T I O N S O F T H E U T I L I T I E S . I T S H A L L B E T H E R E S P O N S I B I L I T Y O F T H E
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 .
UPLIFT SELF STORAGE
2207.01
UPLIFT DEVELOPMENT, LLC
5388 RONALD REAGAN BLVD., UNIT 136
970-420-1521
JOHNSTOWN, CO 80534
AT RUDOLPH FARMTONY OLLILA C2.8
20 of 20
EROSION CONTROL DETAILS