HomeMy WebLinkAboutJEROME STREET STATION - PDP210009 - DOCUMENT MARKUPS - ROUND 3 - UTILITY PLANSE. VINE DRIVEN. COLLEGE AVENUER
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SheetJEROME STREET STATIONThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 14
CS1 COVER STEET1
Original Field Survey:
Northern Engineering
Project No. 1124-005
Date: June 16, 2020
APRIL 13TH,2022 CONTACT INFORMATION
PROJECT TEAM:
VICINITY MAP
NORTH
CITY OF FORT COLLINS BENCHMARK 1-00
On a catch basin at the southeast corner of Vine Dr. and College Ave.
ELEV.=4968.74
BENCHMARK # Z-401
Described by National Geodetic Survey 1984.
In Fort Collins, at the junction of east Vine Drive and Linden Street, in the south edge of a
highline tower footing, 14.2 meters (46.6 ft) north of the centerline of east Vine Drive, 10.3
meters (33.8 ft) west 'of the extended centerline of Linden Street, and 0.3 meter (1.0 ft)
north of the south edge of the footing. note--the footing is '96-inches in diameter, 33 feet
deep and set into 11 feet of bedrock. the mark is 0.6 m above the drive.
ELEV.=4962.74
Please Note: this plan set is using NAVD88 for a vertical datum. Surrounding
developments have used ngvd29 Unadjusted for their vertical datums.
If NGVD29 Unadjusted datum is required for any purpose, the following equation should be
used: NGVD29 Unadjusted = NAVD88 - 3.18'
Basis of Bearings
The Basis of Bearings is the West line line of the Southwest Quarter of Section 1-7-69 as
bearing South 00° 38' 34" West (assumed bearing) and monumented as shown on the Plat.
PROJECT BENCHMARKS:
JEROME STREET STATION
PROJECT TEAM:
SHEET INDEX
FIELD SURVEY BY:
1 CS1 COVER SHEET
2 CS2 GENERAL & CONSTRUCTION NOTES
3 EX1 EXISTING CONDITIONS & DEMOLITION PLAN
4 PV1 PAVING PLAN
UTILITY SHEETS
5 OU1 OVERALL UTILITY PLAN
6 U1 DETAILED UTILITY PLAN
7 U2 DETAILED UTILITY PLAN
GRADING SHEETS
8 OG1 OVERALL GRADING PLAN
9 G1 DETAILED GRADING PLAN
10 G2 DETAILED GRADING PLAN
ROADWAY SHEETS
11 R1 CAJETAN STREET PLAN & PROFILE
DRAINAGE SHEETS
12 EC1 EROSION CONTROL & FLOODPLAIN EXHIBIT
13 DR1 DRAINAGE EXHIBIT
14 FP1 FLOOD PLAIN EXHIBIT
PRELIMINARY CONSTRUCTION PLANS FOR
UTILITY CONTACT LIST: *
UTILITY COMPANY
* This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for
the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for
locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of
Colorado (UNCC) at 811 for additional information.
PHONE NUMBER
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
PROJECT
LOCATION
Northern Engineering Services, Inc.
Shane Ritchie
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
PLANNER/
LANDSCAPE ARCHITECT
OWNER/APPLICANT
SITE ENGINEER
Northern Engineering Services, Inc.
Bob Tessely, PLS
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
SITE SURVEYOR
E N G I N E E R N GI
EHTRON R N
E N G I N E E R N GI
EHTRON R N
Black Timber Land Company
Russell Baker
417 Jefferson Street
Fort Collins, CO 80524
(970) 267-7721
■ land planning ■ landscape architecture ■
■ urban design ■ entitlement ■
Ripley Design, Inc.
Alex Garvert
419 Canyon Avenue, Suite 200
Fort Collins, Colorado 80521
(970) 224-5828
Anderson Consulting Engineers
Gregory J. Koch
375 East Horsetooth Road, Suite 5101
Fort Collins, Colorado 80525
(970) 226-0120
FLOOD PLAIN ENGINEER
BLOCK 1 & TRACT JJJ, OLD TOWN NORTH, AND LOT 2, BLOCK 1, WILL SUBDIVISION, LOCATED IN THE NORTHWEST QUARTER OF SECTION 1,
TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
APPROVED:
City Engineer:Approved Sheets Date
Water & Wastewater Utility Approved Sheets Date
Stormwater Utility Approved Sheets Date
Park Planning and Development Approved Sheets Date
Traffic Operations Approved Sheets Date
Environmental Planner Approved Sheets Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
APPROVED:
APPROVED:
APPROVED:
APPROVED:
APPROVED:
16'
7'
PARK
TRAVEL
7'
PARK
8.5'
(MIN.)
PKWY
30' ROADWAY
57' ROW (MIN.)
(MIN)
WALK
5'
UTIL.
ESMT.
9'
9'UTIL.
ESMT.
(MIN.)
PKWY
8.5'
WALK
(MIN)
5'
CAJETAN STREET CROSS SECTION
LCUASS LOCAL RESIDENTIAL STREET
SEE DETAIL 7-9F
GAS-----------------Xcel Energy-----------------------------Pat Kreager (970) 225-7840
ELECTRIC--------City of Fort Collins Light & Power--Cody Snowdon (970) 416-2306
CABLE-------------Comcast----------------------------------Don Kapperman (970) 567-0425
TELECOM.--------CenturyLink-------------------------------William Johnson (970) 377-6401
WATER------------City of Fort Collins Utilities-----------Heidi Hansen (970) 221-6854
WASTEWATER--City of Fort Collins Utilities-----------Heidi Hansen (970) 221-6854
STORMWATER-City of Fort Collins Utilities-----------Heidi Hansen (970) 221-6854
SheetJEROME STREET STATIONThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 14
CS2 CONSTRUCTION NOTESGENERAL &2
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 storm sewer 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 Preliminary Drainage Report, dated April 13th, 2022 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
Larimer County's 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 1-00
On a catch basin at the southeast corner of Vine Dr. and College Ave.
ELEV.=4968.74
BENCHMARK # Z-401
Described by National Geodetic Survey 1984.
In Fort Collins, at the junction of east Vine Drive and Linden Street, in the south edge of a highline tower footing, 14.2 meters (46.6 ft) north of the
centerline of east Vine Drive, 10.3 meters (33.8 ft) west 'of the extended centerline of Linden Street, and 0.3 meter (1.0 ft) north of the south edge
of the footing. note--the footing is '96-inches in diameter, 33 feet deep and set into 11 feet of bedrock. the mark is 0.6 m above the drive.
ELEV.=4962.74
Please Note: this plan set is using NAVD88 for a vertical datum. Surrounding developments have used ngvd29 Unadjusted for their vertical
datums.
If NGVD29 Unadjusted datum is required for any purpose, the following equation should be used: NGVD29 Unadjusted = NAVD88 - 3.18'
Basis of Bearings
The Basis of Bearings is the West line line of the Southwest Quarter of Section 1-7-69 as bearing South 00° 38' 34" West (assumed bearing) and
monumented as shown on the 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 Larimer County 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) N/A
CONSTRUCTION NOTES
A. Grading and Erosion Control Notes
1.The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site.
2.There shall be no earth-disturbing activity outside the limits designated on the accepted plans.
3.All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All
other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project
schedule, construction plans, and erosion control report.
4.At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property
sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion
control facilities shown herein.
5.Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the
area(s) required for immediate construction operations, and for the shortest practical period of time.
6.All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition
by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside
project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent
erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County.
7.In order to minimize erosion potential, all temporary (structural) erosion control measures shall:
a.Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in
order to ensure the continued performance of their intended function.
b.Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector.
c.Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector.
8.When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and
debris from all drainage infrastructure and other public facilities.
9.The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of
way, and make sure streets and walkways are cleaned at the end of each working day.
10.All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to
cause their release into any waters of the United States.
11.No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering,
and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched.
12.The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and
before turning the maintenance over to the City/County or Homeowners Association (HOA).
13.City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant
or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout,
chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the
proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations.
14.A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and
located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout
material will be removed and properly disposed of prior to the area being restored.
15.Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever
measures are determined necessary, as directed by the City.
16.For additional information see separate Stormwater Management Plan / Erosion Control Report for Jerome Street Station.
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.
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 Preliminary Drainage Report, dated April 13th, 2022 by Northern Engineering shall be followed and implemented.
3.Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by
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 by 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.
E. Utility Notes
1.All waterline and sanitary sewer construction shall conform to the City of Fort Collins Utility standards and specifications current to date of
construction.
2.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.
3.Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire.
4.HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and ASTM. The
HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. Tracer wire shall be
installed with the HDPE service, and shall extend up the curb stop. The curb stop shall be covered with a metal valve box and "water" lid per City
Water Detail 11A.
INFILL AND REDEVELOPMENT NOTE
A.Despite everyone's best efforts, it is impossible to fully display subsurface information prior to excavation. This is especially true in areas of infill and
redevelopment. Unknown subsurface conditions can have cost and schedule implications. Prior to finalizing contract terms, it is strongly
recommended that the Owner and General Contractor have a candid discussion to formulate a strategy for dealing with such circumstances when
they arise. The process and procures should be in place prior to excavation. Allowances and contingencies can address the cost implications, but
additional measures are required to deal with scheduling and factors impacting sequence of work. The Architect, Engineer(s), and Construction
Surveyor should be made aware of the protocol for dealing with such unknown subsurface conditions prior to starting work.
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
ST
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VAULT
ELEC
VAULT
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TRAFFIC
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ELEC
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VAULT
ELEC
VAULT
ELEC
VAULT
CABLE
VAULT
ELEC VAULT
CABLE
VAULT
ELEC
VAULT
CABLE
VAULT
ELEC
VAULT
ELECHYDHYDHYDCONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
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V.P.
V.P.FE
SFE
SFE
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/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /X/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXXXWWWWWWWWWWWW EEWWWWWWWWE EEEEEGGGGGGGGGGGGGGGG
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E EOHUOHUOHU/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /SSSSSSSSSSSSSSSSSSSSEAST SUNGIA ROAD
OSIANDER STREET
CAJETAN STREET
PASCA
L
S
T
R
E
E
TJEROME STREET
LAKE C
A
N
A
L
ALL KINDS
INVESTMENTS,
910 N COLLEGE AVE,
FORT COLLINS
REMOVE EXISTING 8' CONCRETE PAN
REMOVE & REPLACE
EXISTING 8' CONCRETE PAN
REMOVE & REPLACE
EXISTING PEDESTRIAN RAMP
REMOVE & REPLACE
EXISTING PEDESTRIAN RAMP
REMOVE & REPLACE
EXISTING PEDESTRIAN RAMP
REMOVE & REPLACE
EXISTING PEDESTRIAN RAMP
REMOVE EXISTING BLOW OFF HYDRANT
CLOSE VALVE AT CONNECTION IN STREET
REMOVE EXISTING BLOW OFF HYDRANT
REMOVE EXISTING 3' CONCRETE
TRICKLE CHANNEL
REMOVE EXISTING TREE (TYP.)
REMOVE EXISTING METAL POSTS (TYP.)
REMOVE EXISTING GRAVEL ROAD
EXISTING SIGN
EXISTING FES
EXISTING 18" RCP
REMOVE EX-STORM MH
RIM=4964.97
INV OUT=4960.75 (S)
EXISTING FESREMOVE ± 83' OF EXISTING STORM LINE.
LEAVE STUB OUT FOR PROPOSED
STORM CONNECTION (SEE SHEET
OU1 FOR MORE INFORMATION)
EX-STORM MH
RIM=4965.35
EX-STORM MH
RIM=4965.34
EX-STORM MH
RIM=4965.18
INV OUT=4961.45 (S)
24" RCP
EX-STORM MH
RIM=4970.03
INV=4959.43 (W, E)
EX-STORM MH
RIM=4970.54
INV=4958.66 (W, E)
EXISTING 36" RCP (STORM)
EX-CHAIN LINK
FENCE
EX-SAN MH
RIM=4968.77
INV IN=4960.95 (E)
INV OUT=4960.87 (S)
EX-SAN MH
RIM=4967.69
INV IN=4959.99 (N)
INV OUT=4959.82 (S)
EX-SAN MH
RIM=4966.47
INV=4958.78 (N, E, SE)
EX-SAN MH
RIM=4963.95
INV IN=4956.53 (N)
INV IN=4956.25 (W)
INV OUT=4955.75 (S)
EX-SAN MH
RIM=4964.48
INV IN=4957.66 (N)
INV OUT=4957.48 (E)
EX-SAN MH
RIM=4965.40
INV=4958.74 (N, S)
EX-SAN MH
RIM=4966.71
INV=4960.03 (W, S)
EXISTING SAN MH
RIM=4964.63
INV IN=4957.59 (NW, E)
INV OUT=4957.42 (S)
EX-SAN MH
RIM=4964.02
INV IN=4958.97 (N)
INV OUT=4957.74 (S)
LOT 1, BLOCK 1,
WILL SUBDIVISION
EX-30' UTILITY & DRAINAGE
EASEMENT
R.O.W. PER WILL
SUBDIVISION
NORTH COLLEGE AVENUE(PUBLIC R.O.W. VARIES)EXISTING 24" SANITARY PVC
EXISTING 15'
UTILITY EASEMENT
EXISTING FIRE HYDRANT
BOWL FORT
COLLINS LLC
830 N COLLEGE AVE,
FORT COLLINS
LAND W
PROPERTIES
742 N COLLEGE AVE,
FORT COLLINS
EXISTING STREET
LIGHT (TYP.)
EXISTING 8" WATER LINE
EXISTING GAS LINE
EXISTING FIRE HYDRANT
EXISTING ELECTRICAL VAULT (TYP.)
EXISTING 20' SEWER
LINE EASEMENT
EXISTING 9'
UTILITY EASEMENT
EXISTING 30' GAS
LINE EASEMENT
EXISTING 20' SEWER
LINE EASEMENT
LAKE CANAL COMPANY EASEMENT
PER PLAT OF OLD TOWN NORTH
50'
-
EXISTING UNDERGROUND
ELECTRIC UTILITY
EXISTING TREE
TO REMAIN (TYP.)
EXISTING 8" WATER LINE
VACATE EXISTING
15' DRAINAGE EASEMENT
VACATE EXISTING TEMPORARY EMERGENCY
ACCESS EASEMENT 31' (WIDTH VARIES)
TEMPORARY TURN-AROUND EASEMENT
PER PLAT OF OLD TOWN NORTH
TO BE VACATED
REMOVE EXISTING
CONCRETE PAD
& STORM INLETS
EXISTING 10'
DRAINAGE EASEMENT
REMOVE EX-STORM LINE
(CONTRACTOR TO VERIFY
EXISTENCE AND LOCATION)
REMOVE EX-CHAIN
LINK FENCE
30' UTILITY EASEMENT
PER WILL SUBDIVISION
VACATE EXISTING 20' TEMPORARY
EMERGENCY ACCESS EASEMENT
100-YR FLOODPLAIN
(CURRENT EFFECTIVE)
EXISTING SIDEWALK AND
CHASE TO REMAIN
CONTRACTOR TO ENSURE EXISTING
SANITARY LINE REMAINS UNDAMAGED
DURING REMOVAL OF TREES IN THIS AREA
TRACT JJJ
TO BE VACATED
REMOVE & REPLACE 26' ±
OF CURB & GUTTER
LAKE CANAL EASEMENT PER
PLAT OF OLD TOWN NORTH
500-YR FLOODPLAIN
(CURRENT EFFECTIVE)
REMOVE EXISTING VERTICAL PIPE
SheetJEROME STREET STATIONThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 14
EX1 DEMOLITION PLANEXISTING CONDITIONS &3
NORTH
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER SS
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (TO REMAIN)
FIELD SURVEY BY:
NOTES:
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROJECT BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
VAULT
ELEC
CONTROL
IRR
EXISTING TREES (TO BE REMOVED)
EXISTING CABLE CTV
EXISTING FIBER OPTIC FO
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.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,
REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT
MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES
APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,
ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE.
4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING
SITE SURVEY.
EXISTING OVERHEAD UTILITY OHE
ORIGINAL FIELD SURVEY:
NORTHERN ENGINEERING
PROJECT NO. 1124-005
DATE: JUNE 16, 2020
EXISTING GRAVEL (TO BE REMOVED)
EXISTING CONCRETE (TO BE DEMOED)
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
VAULT
ELEC
VAULT
CABLE
VAULT
ELEC
VAULT
ELEC
VAULT
CABLE
TRAFFIC
VAULT
VAULT
ELEC
VAULT
CABLE
VAULT
ELEC
VAULT
ELEC
VAULT
CABLE
VAULT
ELEC VAULT
CABLE
VAULT
ELEC
VAULT
CABLE
VAULT
ELEC
VAULT
ELEC
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
GAS
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /X/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXEEEEEEEEXXXXXXXXXXXXEEEEEFOFOFOFOFOXXEOHUOHU OHU OHU
VAULT
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E EOHUOHUOHU/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST SUNGIA ROAD
OSIANDER STREET
CAJETAN STREET
PASCA
L
S
T
R
E
E
TJEROME STREET
LAKE C
A
N
A
L
30'
-
ALL KINDS
INVESTMENTS,
910 N COLLEGE AVE,
FORT COLLINS
BOWL FORT
COLLINS LLC
830 N COLLEGE AVE,
FORT COLLINS
LAND W
PROPERTIES
742 N COLLEGE AVE,
FORT COLLINS
NORTH COLLEGE AVENUE(PUBLIC R.O.W. VARIES)85'
ROW
50'
-8" SIDEWALK20' EMERGENCY
ACCESS EASEMENT
5' SIDEWALK20'
-
EXISTING 30' UTILITY
& DRAINAGE EASEMENT
EXISTING 20' SEWER
LINE EASEMENT
LAKE CANAL COMPANY EASEMENT
PER PLAT OF OLD TOWN NORTH
EXISTING 10'
DRAINAGE EASEMENT
LAKE CANAL EASEMENT PER
PLAT OF OLD TOWN NORTH
EXISTING 30' GAS
LINE EASEMENT
26' -
8' PAN
8' PAN
PEDESTRIAN RAMP
PEDESTRIAN RAMPPEDESTRIAN
RAMP
PROJECT BOUNDARY
15' SIDEWALK
PEDESTRIAN RAMP
PEDESTRIAN RAMP
PEDESTRIAN RAMP EMERGENCY ACCESS LANE
PEDESTRIAN RAMP
PEDESTRIAN RAMP
8' SIDEWALK
8' SIDEWALK
15' SIDEWALK
5' SIDE
W
A
L
K
5' SIDEWALK
15' SIDEWALK
15' SIDEWALK
5'
S
IDEWALK
8' SIDE
W
A
L
K
5' SIDEWALK 5' SIDEWALK
5' SIDEWALK 5' SIDEWALK
5' SIDEWALK 5' SIDEWALK
20'
-
20' EMERGENCY
ACCESS EASEMENT
20' EMERGENCY
ACCESS EASEMENT
UTILITY & MAINTENANCE
EASEMENT (WIDTH VARIES)
26' EMERGENCY
ACCESS EASEMENT 4' SIDEWALKBUILDING 10
(7-PLEX)
BUILDING 11
(7-PLEX)
BUILDING 12
(4-PLEX)
BUILDING 9
(6-PLEX)
BUILDING 8
(7-PLEX)
BUILDING 6
(7-PLEX)
BUILDING 7
(6-PLEX)
BUILDING 5
(4-PLEX)BUILDING 4
(5-PLEX)
BUILDING 2
(4-PLEX)
BUILDING 3
(4-PLEX)
BUILDING 1
(6-PLEX)
57' ROW
9' UTILITY EASEMENT
9' UTILITY EASEMENT
SheetJEROME STREET STATIONThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 14
PV1 PAVING PLAN4
NORTH
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
EASEMENTS
NOTES:
1.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND
PAVEMENT SECTIONS.
2.PAVEMENT MARKINGS SHALL BE PER THE CITY OF FORT COLLINS STANDARDS AND
PROJECT SPECIFICATION MANUAL.
3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL
REPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET
STANDARDS REPAIR STANDARDS.
4.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION,
AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED
OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR
RESTORED TO LARIMER COUNTY URBAN AREA STREET STANDARDS AT THE
DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED
IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF
OCCUPANCY.
5.ALL PUBLIC CONCRETE PAVING SHALL BE 6" THICK.
6.REFER TO SITE AND LANDSCAPE PLANS (BY OTHERS) FOR ADDITIONAL INFORMATION
RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES.
PROPOSED VERTICAL CURB & GUTTER
PROPERTY BOUNDARY
EXISTING LOT LINE
/ / / / / / / /PROPOSED EDGE OF PAVEMENT
ASPHALT PAVING
PROPOSED OUTFALL VERTICAL CURB & GUTTER
LEGEND:
CONCRETE PAVING
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
VAULT
ELEC
VAULT
CABLE
VAULT
ELEC
VAULT
ELEC
VAULT
CABLE
TRAFFIC
VAULT
VAULT
ELEC
HY DVAULT
CABLE
VAULT
ELEC
VAULT
ELEC
VAULT
CABLE
VAULT
ELEC VAULT
CABLE
VAULT
ELEC
VAULT
CABLE
VAULT
ELEC
VAULT
ELECHYDCONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
FE
SFE S
FE
SS
FE S
S
S
D
D
S
S
S
D
D
D
S
SGAS
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /X/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXWWWWWWWWWWWW EEWWWWWWWWE EEEEEGGGGGGGGGGGGGGGG
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SSSSSSSSSSSSSSSSSSSSSSSSSS
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SS
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SS
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VAULT
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IRR
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LID
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ELEC
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MHE
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E EOHUOHUOHU/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /SSSSSSSSSSSSSSSSSSSSEAST SUNGIA ROAD
OSIANDER STREET
CAJETAN STREET
PASCA
L
S
T
R
E
E
TJEROME STREET
LAKE C
A
N
A
L
ALL KINDS
INVESTMENTS,
910 N COLLEGE AVE,
FORT COLLINS
BOWL FORT
COLLINS LLC
830 N COLLEGE AVE,
FORT COLLINS
LAND W
PROPERTIES
742 N COLLEGE AVE,
FORT COLLINS G
G G
G
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G
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E E E E
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UDUD
UD
UD
GNEW MANHOLE IN EXISTING
SANITARY LINE
PROPOSED 8"
SANITARY SEWER LINE
SANITARY SEWER
MANHOLE (TYP.)
PROPOSED STORM
INLET (TYP.)
PROPOSED STORM LINE
PROPOSED STORM LINE
EXISTING SANITARY SEWER
CONNECT TO EXISTING STORM LINE(S)
30'
-
CONNECT TO EXISTING
STORM LINE
PROPOSED 8"
WATERLINE A
NORTH COLLEGE AVENUE(PUBLIC R.O.W. VARIES)EXISTING 30' UTILITY &
LINEAGE EASEMENT
EXISTING 15'
UTILITY EASEMENT
EXISTING 20' SEWER
LINE EASEMENT
EXISTING 9'
UTILITY EASEMENT
EXISTING 30' GAS
LINE EASEMENT
EXISTING 20' SEWER
LINE EASEMENT
LAKE CANAL COMPANY EASEMENT
PER PLAT OF OLD TOWN NORTH
EXISTING 10'
LINEAGE EASEMENT
LAKE CANAL EASEMENT PER
PLAT OF OLD TOWN NORTH
PROPOSED GAS LINE
PROPOSED UNDERGROUND
ELECTRICAL UTILITY
EXISTING 8" WATER LINE
EXISTING 8" WATER LINE
EXISTING FIRE HYDRANT
EXISTING 30'
UTILITY EASEMENT
PROPOSED ELECTRICAL
TRANSFORMER (TYP.)
PROPOSED STORM LINE
PROPOSED STORM LINE
CONNECT TO EXISTING
STORM LINE
PROPOSED
POND
CONNECT TO EXISTING
SANITARY MANHOLE
PROPOSED 8"
SANITARY SEWER LINE
CONNECT TO EXISTING
SANITARY MANHOLE
PROPOSED 8"
SANITARY SEWER LINE
PROPOSED FIRE HYDRANT
PROPOSED FIRE HYDRANT
PROPOSED FIRE HYDRANT
20'
-
20'
-
26'
-
PROPOSED AREA DRAIN
PROPOSED AREA DRAIN
PROPOSED
DETENTION
POND
PROPOSED POND
OUTLET STRUCTURE
PROPOSED 8"
WATERLINE B
PROPOSED 8"
WATERLINE A
PROPOSED CURB CUT
PROPOSED SIDEWALK CHASE
BUILDING 10
(7-PLEX)
BUILDING 11
(7-PLEX)
BUILDING 12
(4-PLEX)
BUILDING 9
(6-PLEX)
BUILDING 8
(7-PLEX)
BUILDING 8
(7-PLEX)
BUILDING 7
(6-PLEX)
BUILDING 5
(4-PLEX)BUILDING 4
(5-PLEX)
BUILDING 2
(4-PLEX)
BUILDING 3
(4-PLEX)
BUILDING 1
(6-PLEX)
PROPOSED RAIN GARDEN
& UNDERDRAIN
PROPOSED AREA DRAINS
PROPOSED 8" SANITARY MAIN
PROPOSED 8" SANITARY MAIN
TWO PROPOSED SANITARY
SERVICES CONNECT TO
MAIN IN JEROME ST.
EXISTING GAS LINE
PROPOSED RAIN
GARDEN & UNDERDRAIN
PROPOSED RAIN GARDEN
& UNDERDRAIN
CONNECT TO EXISTING 12"
WATER MAIN STUB & GV
CONNECT TO EXISTING
12" WATER MAIN
CONNECT TO EXISTING
WATER MAIN
PROPOSED FES (TYP.)
CONCRETE
WEIR
SLOPE PROTECTION
(SCOUR-STOP)
CONCRETE
WEIR
SLOPE PROTECTION
(SCOUR-STOP)
SLOPE PROTECTION
(SCOUR-STOP)
57'
ROW
9' UTILITY EASEMENT
9' UTILITY EASEMENT
20' EMERGENCY
ACCESS EASEMENT
20' EMERGENCY
ACCESS EASEMENT
26' EMERGENCY
ACCESS EASEMENT
SheetJEROME STREET STATIONThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 14
OU1 OVERALL UTILITY PLAN5
NORTH
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
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 WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS UTILITIES
WATER AND WASTEWATER DESIGN CRITERIA MANUAL, EXCEPT THAT NO
MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS
SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL
DEFLECTIONS.
3.ALL SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS UTILITIES
WATER AND WASTEWATER DESIGN CRITERIA MANUAL, LATEST EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5' WATER LINE
COVER FROM FINISHED GRADE TO TOP OF PIPE.
6.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.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS.
10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) 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.
11.ALL WATER SERVICES SHALL BE 3
4" UNLESS OTHERWISE NOTED.
12.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE FEMA REGULATED, 100 YEAR
AND 500 YEAR POUDRE RIVER FLOODPLAIN. ANY DEVELOPMENT WITHIN THE
FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF
CITY MUNICIPAL CODE.
13.ANY CONSTRUCTION ACTIVITIES IN THE FLOOD FRINGE (E.G. STRUCTURES,
SIDEWALK OR CURB & GUTTER INSTALLATION/REPLACEMENT, UTILITY WORK,
LANDSCAPING, ETC.) MUST BE PRECEDED BY AN APPROVED FLOODPLAIN USE
PERMIT, THE APPROPRIATE PERMIT APPLICATION FEES, AND APPROVED PLANS.
14.CONSTRUCTION OF RESIDENTIAL AND/OR MIXED USE STRUCTURES IS PROHIBITED IN
THE POUDRE RIVER 100YEAR FLOODPLAIN.
15.OUTSIDE STORAGE OF EQUIPMENT OR FLOATABLE MATERIALS WHETHER
PERMANENT OR TEMPORARY IS PROHIBITED IN THE 100YEAR FLOODPLAIN.
16.AT RISK POPULATIONS, ESSENTIAL SERVICES, HAZARDOUS MATERIALS, AND
GOVERNMENT SERVICES CRITICAL FACILITIES ARE PROHIBITED IN THE 100YEAR
FLOODPLAIN.
17.THE APPLICANT ACKNOWLEDGES THAT THIS SITE DEVELOPMENT PLAN DOES NOT
COMPLY WITH THE CURRENT REGULATORY FLOODPLAIN. PERMITS CANNOT BE
ISSUED FOR RESIDENTIAL STRUCTURES IN THE REGULATORY FLOODPLAIN UNTIL A
LOMR IS APPROVED THROUGH FEMA. IT IS AT OUR OWN RISK THAT WE CONTINUE
THROUGH THE PLANNING PROCESS.
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
FPROPOSED FIRE SERVICE
UDPROPOSED UNDERDRAIN
VAULT
ELEC
VAULT
CABLE
VAULT
ELEC
VAULT
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VAULT
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TRAFFIC
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IRR
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IRR
CONTROL
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CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
S
S
D
D
S
S
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OSIANDER STREET
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EXISTING 15'
UTILITY EASEMENT
50'
-
EXISTING 9'
UTILITY EASEMENT
ALL KINDS
INVESTMENTS,
910 N COLLEGE AVE,
FORT COLLINS
BOWL FORT
COLLINS LLC
830 N COLLEGE AVE,
FORT COLLINS
CONNECT TO EXISTING 12" WATER MAIN
12"x8" WET TAB w/TB
1 - 8" GV (W)
N:135549.09
E:195507.31
CONNECT TO EXISTING 12" WATER MAIN
12"x8" WET TAB w/TB
1 - 8" GV (W)
N:135282.97
E:195505.12
8"x6" SWIVEL TEE w/TB
1 - 6" GV (S)
1 - FH ASSEMBLY (S)
N:135283.42
E:195340.14
90.00° BEND w/TB
1 - 8"x6" REDUCER (S)
1 - 6" GV (S)
1 - FH ASSEMBLY (S)
N:135551.21
E:195318.35
8" PVC
8" PVC
BUILDING 8
(7-PLEX)
BUILDING 7
(6-PLEX)
BUILDING 5
(4-PLEX)
BUILDING 4
(5-PLEX)
BUILDING 2
(4-PLEX)
BUILDING 3
(4-PLEX)
BUILDING 1
(6-PLEX)
SSMH C2
SSMH C1
SSMH B1-1
SSMH B1
SSMH B2
GANGED WATER SERVICE CONNECTION
STOP VALVE AT MAIN CONNECTION
& EACH CONNECTION EXTERIOR TO HOUSE (TYP.)
PROPOSED STORM
INLET (TYP.)
PROPOSED STORM LINE
EX-STORM MH
RIM=4970.54
INV=4958.66 (W, E)
EXISTING 36" RCP STORM LINE
EX-SSMH C
CONNECT TO EXISTING
RIM=4968.77
INV IN=4960.95 (E)
INV OUT=4960.87 (S)
EX-SSMH B
RIM=4967.69
INV IN=4959.99 (N)
INV OUT=4959.82 (S)
EX-SAN MH
RIM=4966.71
INV=4960.03 (W, S)
EXISTING 24" SANITARY PVC
EXISTING 8" WATER LINE
PROPOSED ELECTRICAL
TRANSFORMER (TYP.)
PROPOSED CURB CUT
WATERLINE B
WATERLINE C
SANITARY SEWER
MANHOLE (TYP.)
PROPOSED FIRE SERVICE (TYP.)
PROPOSED WATER SERVICE (TYP.)
PROPOSED SANITARY
SEWER SERVICE (TYP.)8" PVC8" PVC
8" PVC
8" PVC8" PVC8" PVCSheetJEROME STREET STATIONThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 14
U1 DETAILED UTILITY PLAN6
NORTH
( IN FEET )
1 inch = ft.
Feet03030
30
60 90
E. VINE DRIVEN. COLLEGE AVENUEKEYMAP JEROME STREETCAJET
A
N
S
T
.
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 WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS UTILITIES
WATER AND WASTEWATER DESIGN CRITERIA MANUAL, EXCEPT THAT NO
MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS
SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL
DEFLECTIONS.
3.ALL SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS UTILITIES
WATER AND WASTEWATER DESIGN CRITERIA MANUAL, LATEST EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5' WATER LINE
COVER FROM FINISHED GRADE TO TOP OF PIPE.
6.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.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS.
10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) 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.
11.ALL WATER SERVICES SHALL BE 3
4" UNLESS OTHERWISE NOTED.
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
FPROPOSED FIRE SERVICE
UDPROPOSED UNDERDRAIN
U1
U2
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
VAULT
CABLE
VAULT
ELEC
VAULT
CABLE
VAULT
ELEC
VAULT
CABLE
VAULT
ELEC
VAULT
ELECHYD
FE S
FE S
FE
SS
FE
SS
S
D
D
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SSSS
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WWWWWWWWWWWWWWWWSSSSSS26'
-
EXISTING 9'
UTILITY EASEMENT
EXISTING 30' GAS
LINE EASEMENT
LAKE CANAL COMPANY EASEMENT
PER PLAT OF OLD TOWN NORTH
LAKE CANAL EASEMENT PER
PLAT OF OLD TOWN NORTH
EXISTING 30'
UTILITY EASEMENT
BOWL FORT
COLLINS LLC
830 N COLLEGE AVE,
FORT COLLINS
PROPOSED
POND
PROPOSED
POND
CONNECT TO EXISTING 12"
WATER MAIN STUB AT GV
N:134911.20
E:195614.04
11.25° BEND w/TB
1 - 12" x8" REDUCER (W)
N:134908.72
E:195609.34
11.25° BEND w/TB
N:134864.70
E:195476.87
11.25° BEND w/TB
N:134849.50
E:195396.93
11.25° BEND w/TB
N:134855.76
E:195315.80
90.00° BEND w/TB
1 - 8"x6" REDUCER (S)
1 - 6" GV (S)
1 - FH ASSEMBLY (S)
N:134896.99
E:195122.23
8" PVC
8" PVC
8" PVC
8" PVC
12" PVC
BUILDING 10
(7-PLEX)
BUILDING 11
(7-PLEX)
BUILDING 12
(4-PLEX)
BUILDING 9
(6-PLEX)
BUILDING 8
(7-PLEX)
BUILDING 8
(7-PLEX)
BUILDING 7
(6-PLEX)
SSMH A(E)2
SSMH A(E)1
SSMH A(W)1
SSMH A
SSMH A(E)3
SSMH B2
SSMH B3
PROPOSED 8"
SANITARY SEWER LINE
SANITARY SEWER
MANHOLE (TYP.)
STORM MANHOLE (TYP.)
PROPOSED STORM LINE
PROPOSED STORM LINE
EXISTING SANITARY SEWER
CONNECT TO EXISTING
STORM LINE
EXISTING STORM LINE
PROPOSED 8"
WATERLINE A
PROPOSED STORM LINE
EXISTING 18" RCP
24" RCP
EX-SAN MH
RIM=4963.95
INV IN=4956.53 (N)
INV IN=4956.25 (W)
INV OUT=4955.75 (S)
SAN MH
RIM=4964.63
INV IN=4957.59 (NW, E)
INV OUT=4957.42 (S)
EXISTING FIRE HYDRANT
EXISTING STREET
LIGHT (TYP.)
EXISTING 12" WATER LINE
EXISTING UNDERGROUND
ELECTRIC UTILITY
PROPOSED TRANSFORMER (TYP.)
PROPOSED AREA DRAIN
PROPOSED STORM LINE
PROPOSED AREA DRAIN
PROPOSED STORM LINE
PROPOSED CURB CUT
PROPOSED SIDEWALK CHASE
NON-POTABLE
WATER SERVICE
AND METER
PROPOSED SANITARY SEWER
MANHOLE IN EXISTING MAIN
PROPOSED RAIN GARDEN & UNDERDRAIN
PROPOSED RAIN GARDEN
& UNDERDRAIN
PROPOSED AREA DRAIN
GANGED WATER SERVICE CONNECTION
STOP VALVE AT MAIN CONNECTION
& EACH CONNECTION EXTERIOR TO HOUSE (TYP.)
SANITARY & STORM SEWER CROSSING
STORM B.O.P. ELEV. = 4963.20'
SAN. T.O.P. ELEV. = 4960.49'
TOTAL VERTICAL SEPARATION = 2.17'
PROPOSED CURB CUT
PROPOSED FIRE SERVICE (TYP.)
PROPOSED WATER SERVICE (TYP.)
PROPOSED SANITARY
SEWER SERVICE (TYP.)
PROPOSED FES (TYP.)
8" PVC
8" PVC 8" PVC
8" PVC 8" PVC8" PVCCONCRETE
WEIR
SLOPE PROTECTION
(SCOUR-STOP)
CONCRETE
WEIR
SLOPE PROTECTION
(SCOUR-STOP)
SLOPE PROTECTION
(SCOUR-STOP)
SheetJEROME STREET STATIONThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 14
U2 DETAILED UTILITY PLAN7
NORTH
( IN FEET )
1 inch = ft.
Feet03030
30
60 90
E. VINE DRIVEN. COLLEGE AVENUEKEYMAP JEROME STREETCAJET
A
N
S
T
.
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 WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS UTILITIES
WATER AND WASTEWATER DESIGN CRITERIA MANUAL, EXCEPT THAT NO
MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS
SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL
DEFLECTIONS.
3.ALL SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS UTILITIES
WATER AND WASTEWATER DESIGN CRITERIA MANUAL, LATEST EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5' WATER LINE
COVER FROM FINISHED GRADE TO TOP OF PIPE.
6.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.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS.
10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) 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.
11.ALL WATER SERVICES SHALL BE 3
4" UNLESS OTHERWISE NOTED.
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
FPROPOSED FIRE SERVICE
UDPROPOSED UNDERDRAIN
U1
U2
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
VAULT
ELEC
VAULT
CABLE
VAULT
ELEC
VAULT
ELEC
VAULT
CABLE
TRAFFIC
VAULT
VAULT
ELEC
VAULT
CABLE
VAULT
ELEC
VAULT
ELEC
VAULT
CABLE
VAULT
ELEC VAULT
CABLE
VAULT
ELEC
VAULT
CABLE
VAULT
ELEC
VAULT
ELEC
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
FE
SFE S
FE
SS
FE S
S
S
D
D
S
S
S
D
D
D
S
SGAS
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /X/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXST ST ST ST
ST
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STST
XXXXXXXXXXXXFOFOFOFOFOXXOHUOHU OHU OHU
VAULT
ELEC
D
S
CONTROL
IRR
CONTROL
IRR
GAS
LID
S
ELEC
ELEC
MH
OHUOHUOHU/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST SUNGIA ROAD
OSIANDER STREET
CAJETAN STREET
PASCA
L
S
T
R
E
E
TJEROME STREET
LA
K
E
CA
N
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26'
-
ALL KINDS
INVESTMENTS,
910 N COLLEGE AVE,
FORT COLLINS
NORTH COLLEGE AVENUE(PUBLIC R.O.W. VARIES)BOWL FORT
COLLINS LLC
830 N COLLEGE AVE,
FORT COLLINS
LAND W
PROPERTIES
742 N COLLEGE AVE,
FORT COLLINS
PROPOSED
POND
PROPOSED
POND
PROPOSED STORM
INLET (TYP.)
PROPOSED STORM LINE
PROPOSED STORM LINE
PROPOSED AREA DRAINS
PROPOSED STORM LINE
EXISTING 18"
STORM LINE (RCP)
PROPOSED
STORM
INLET
PROPOSED TOP OF POND
PROPOSED TOP OF POND
PROPOSED SIDEWALK CHASE
PROPOSED CURB CUT
20'
-
PROPOSED RAIN GARDEN
AND UNDERDRAIN
PROPOSED RAIN GARDEN
AND UNDERDRAIN
PROPOSED RAIN GARDEN
AND UNDERDRAIN
PROPOSED CHASE
PROPOSED AREA DRAINS
57' ROW
9' UTILITY EASEMENT
9' UTILITY EASEMENT
20' EMERGENCY
ACCESS EASEMENT
26' EMERGENCY]
ACCESS EASEMENT
SheetJEROME STREET STATIONThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 14
OG1 OVERALL GRADING PLAN8
NORTH
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
E. VINE DRIVEN. COLLEGE AVENUEKEYMAP JEROME STREETCAJET
A
N
S
T
.
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
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 FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR
BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH
DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE,
GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL
MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS
AND PLOT PLAN DESIGN SHALL BEET FHA GRADING GUIDELINES AND BUILDING
CODE REQUIREMENTS.
6.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE FEMA REGULATED, 100 YEAR
AND 500 YEAR POUDRE RIVER FLOODPLAIN. ANY DEVELOPMENT WITHIN THE
FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF
CITY MUNICIPAL CODE.
7.
8.ANY CONSTRUCTION ACTIVITIES IN THE FLOOD FRINGE (E.G. STRUCTURES,
SIDEWALK OR CURB & GUTTER INSTALLATION/REPLACEMENT, UTILITY WORK,
LANDSCAPING, ETC.) MUST BE PRECEDED BY AN APPROVED FLOODPLAIN USE
PERMIT, THE APPROPRIATE PERMIT APPLICATION FEES, AND APPROVED PLANS.
9.
10.CONSTRUCTION OF RESIDENTIAL AND/OR MIXED USE STRUCTURES IS PROHIBITED
IN THE POUDRE RIVER 100YEAR FLOODPLAIN.
11.
12.OUTSIDE STORAGE OF EQUIPMENT OR FLOATABLE MATERIALS WHETHER
PERMANENT OR TEMPORARY IS PROHIBITED IN THE 100YEAR FLOODPLAIN.
13.
14.AT RISK POPULATIONS, ESSENTIAL SERVICES, HAZARDOUS MATERIALS, AND
GOVERNMENT SERVICES CRITICAL FACILITIES ARE PROHIBITED IN THE 100YEAR
FLOODPLAIN.
15.
16.THE APPLICANT ACKNOWLEDGES THAT THIS SITE DEVELOPMENT PLAN DOES NOT
COMPLY WITH THE CURRENT REGULATORY FLOODPLAIN. PERMITS CANNOT BE
ISSUED FOR RESIDENTIAL STRUCTURES IN THE REGULATORY FLOODPLAIN UNTIL
A LOMR IS APPROVED THROUGH FEMA. IT IS AT OUR OWN RISK THAT WE
CONTINUE THROUGH THE PLANNING PROCESS.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
ALOT TYPE
LEGEND:
PROPOSED GRADE BREAK
PROPOSED OVERLAND FLOW
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
C.O.CONTROL
IRR
CONTROL
IRR
C.O.
C.O.C.O.CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRRD
D
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XX
XXXXXXXXST ST ST ST ST ST ST ST ST
EAST SUNGIA ROAD
OSIANDER STREET
CAJETAN STREET
JEROME STREET
ALL KINDS
INVESTMENTS,
910 N COLLEGE AVE,
FORT COLLINS
BOWL FORT
COLLINS LLC
830 N COLLEGE AVE,
FORT COLLINS
(7
0
.
3
8
)(70.42)(70.57)(70.59)(70.68)(70.70)(70
.76
)(70.79)(70
.87
)(70.02)(70.63)(70.51)(70.36)(70.87)(70.59)(67.27)(66.84)(68.63)(68.90)(70.89)(71.06)(71
.03
)3.0%1.0%3.0%2.0%0.5%0.5%0.5%0.5%0.5%0.5%2.8%
2.6%0.6%0.5%0.5%71.1571.0168.66
68.76 68.5168.8168.2367.6167.56
69.36
69.7569.4269.506
9
.
4
1
69.1369.
7
6
70.1870.3270.3870.9871.2671.2970.6970.5470.40
69.9869.5369.8169.9069.8269.206
9
.
6
0
69.0369.4268.9268.8969.296
9
.
2
2
68.
8
2
6
8
.
6
1 69.0168.286
8
.
7
0
66.18
6
5
.
8
1
67.09
66.99
67.1066.8666.0867.04
66.07
65.2767.
8
9
67.20
67.0167.6568.1668.4768.7767.51
66.91
6
7
.
7
6
67.4567.8467.046
7
.
4
3
66.0066.5565.5765.3165.6065.
5
7 65.3166.2966.9466.9366.90
6
7
.
3
4
67.
2
8
67.23
67.19
69.28
6
9
.
2
5
69.2269.166
8
.
7
4
6
8
.
6
8
68.5667.9768.6269.6169.6469.03
6
9
.
0
5
67.5367.55
67.49
6
8
.
2
1
6
8
.
2
5 67.4467.6167.8067.8066.8967.07
66.97
66.9566.76
68.1866.2165.8266.0566.226
5
.
9
6
67.5867.55
(66.68)
66.47
(66.68)
66.58
66.81
FFE=4969.00
FFE=4969.00
FFE=4971.00 FFE=4970.25
FFE=4971.50FFE=4971.50
FFE=4972.17
PROPOSED STORM
INLET (TYP.)
PROPOSED STORM LINE
20'
-66.2266.00
2.7%1.8%
2.0%
2.0%
2.0%
2.0%4.5%4.0%5
.
7%5.6%4.1%3.9%3.7%0.
8%
2.7
%25.5%2.3%3.1%
1.8%
1.5%
2.0%
2.0%
2.0%
12.9%
6.3%
8.6%4.7%5.3%5.4%3.4%
13.0%
11.1%
15.9%
17.8%2.0%5.0%6.3%9.3%0.
8
%
BUILDING 1
(6 PLEX)
BUILDING 3
(4 PLEX)
BUILDING 2
(4 PLEX)
BUILDING 7
(6 PLEX)BUILDING 6
(7 PLEX)
BUILDING 6
(4 PLEX)
BUILDING 4
(5 PLEX)
68.99
69.
0
3 68.4968.38
6
8
.
5
869.4669.4367.7167.7366.3766.0166.106
8
.
6
1
67.7369.956
9
.
9
7
68.4968.3667.2266.
7
4
6
7
.
2
8
PROPOSED CURB CUT
67.36
67.49
6
8
.
3
468.3769.2269.25
68.05
67.9368.7268.7167.1267.50
66.43
66.01 65.6066.0365.0764.9464.0167.03
1.0%2.0%2.4%0.5%0.5%PROPOSED
SIDEWALK CHASE PROPOSED
SIDEWALK CHASE
LOW POINT HIGH POINT
SheetJEROME STREET STATIONThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 14
G1 DETAILED GRADING PLAN9
NORTH
( IN FEET )
1 inch = ft.
Feet03030
30
60 90
E. VINE DRIVEN. COLLEGE AVENUEKEYMAP JEROME STREETCAJET
A
N
S
T
.
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
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 FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR
BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH
DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE,
GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL
MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS
AND PLOT PLAN DESIGN SHALL BEET FHA GRADING GUIDELINES AND BUILDING
CODE REQUIREMENTS.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
LEGEND:
PROPOSED GRADE BREAK
PROPOSED OVERLAND FLOW
PROPOSED STORM SEWER UD
G1
G2
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
FE S
FE S
FE S
FE
SD
D
D
GAS/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /ST
STST
STST
STST
XXXXXXXXXXXXXXXXXXXXXXOHUOHUOHUOHUOHU OHU OHU OHU OHU
GAS
MH OHUOHUOHUOHUOHUOHUOHU/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /PASCA
L
S
T
R
E
E
TJEROME STREET
LA
K
E
CA
N
A
L UDUDUDUD
UD
UD
UD
UD
26'
-
BOWL FORT
COLLINS LLC
830 N COLLEGE AVE,
FORT COLLINS
(65.26)
(6
5
.
0
0
)
(6
5
.
3
7
)(65.90)(65.58)(63.10)(63.58)(6
4
.
0
7
)(63.81)(66.18)0.5%0.5%67.4567.8467.0467.4366.0066.556
6
.
5
965.5765.3165.6065.
5
7
65.46
65.42
66.1366.71
66.
7
4
6
5
.
3
4
6
4
.
7
965.3166.0066.2966.9466.9366.90
66.45
66.2066.676
7
.
0
3
6
7
.
3
4
67.
2
8
67.23
67.19
67.43
67.58
66.8667.50
67.3466.
9
466.09
66.36
66.8367.276
6
.
9
3
67.9068.0768.216
8
.
2
5 67.4467.6167.8067.80
66.
7
966.8967.07
66.97
66.9566.76
68.1866.2966.4768.2766.
2
6
6
5
.
5
2
66.2766.3666.4466.4166.03
65.56
6
5
.
5
3
6
6
.
6
967.2166.1465.6265.7865.5964.5066.3466.5866.6566.4266.24 65.83
6
5
.
8
5
66.426
4
.
7
1
64.45
65.0465.2865.04
65.2966.0066.0066.2966.326
6
.
1
5
66.0866.0066.2564.3166.406
6
.
4
4 67.1067.0265.636
5
.
2
6
65.2366.3866.4162.1062.196
1
.
9
5 61.7161.5064.5463.4664.8764.636
3
.
4
2 63.9364.8664.8364.9164.9064.7464.6665.7565.68
65.2765.4465.60
66.
0
2
64.0065.636
5
.
2
365.1166.0867.5466.2165.82
6
6
.
1
1
66.0363.8363.3865.2165.1765.1765.0766.58
66.81
66.6566.2867.33
67.15 67.2067.38
FFE=4968.00
FFE=4967.25
FFE=4968.00
FFE=4968.00
FFE=4969.50
FFE=4969.00
FFE=4969.00
PROPOSED
POND
PROPOSED
POND
PROPOSED STORM
INLET (TYP.)
PROPOSED STORM LINE
PROPOSED STORM LINE
PROPOSED STORM LINE
PROPOSED STORM LINE
EXISTING 18"
STORM LINE (RCP)
PROPOSED STORM
MANHOLE (TYP.)
PROPOSED TOP OF POND
PROPOSED SIDEWALK CHASE
PROPOSED CURB CUT
2.0%
2.0%
2.0%
2.1%
2.1%
2.2%
2.2%4.6%3.7%2.4%3.0%2.4%2.5%3.2%3.9%4.3%2.4%9.1%15.4%16.2%11.3%12.3%3.8%5.1%1.7%15.0%15.0%2.1%2.0%2.1%2.3%2.3%1.1%1.7%2.9%
25.7%4.2%0.4%2.6%2.4%15.1%
12.9%
6.3%
8.6%
14.0%
8.4%
BUILDING 7
(6 PLEX)BUILDING 6
(7 PLEX)
BUILDING 8
(7 PLEX)
BUILDING 9
(6 PLEX)
BUILDING 10
(7 PLEX)
BUILDING 11
(7 PLEX)
BUILDING 12
(4 PLEX)66.0066.3766.376
6
.
4
8
6
6
.
7
3
6
6
.
7
5
6
7
.
1
067.0067.3567.2266.8867.3967.3967.4766.8267.1667.6767.3667.2867.8767.1966.1566.1066.3966.5566.7966.8766.9566.6066.146
7
.
6
5
67.2666.7767.2767.7767.6467.23PROPOSED RAIN
GARDEN & UNDERDRAIN
PROPOSED RAIN
GARDEN & UNDERDRAIN
PROPOSED RAIN
GARDEN & UNDERDRAIN
PROPOSED CURB CUT
64.9464.0164.12
66.
2
2
64.74
65.88
66.0666.3566.14
66.22 65.2164.2964.7164.7864.4264.96???65.8465.79 66.31LOW POINT
LOW POINT
LOW POINT
HIGH POINT
HIGH POINT
HIGH POINT
SheetJEROME STREET STATIONThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 14
G2 DETAILED GRADING PLAN10
NORTH
( IN FEET )
1 inch = ft.
Feet03030
30
60 90
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
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 FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR
BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH
DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE,
GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL
MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS
AND PLOT PLAN DESIGN SHALL BEET FHA GRADING GUIDELINES AND BUILDING
CODE REQUIREMENTS.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
LEGEND:
PROPOSED GRADE BREAK
PROPOSED OVERLAND FLOW
PROPOSED STORM SEWER UD
E. VINE DRIVEN. COLLEGE AVENUEKEYMAP JEROME STREETCAJET
A
N
S
T
.
G1
G2
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
VAULT
CABLE
VAULT
ELEC
VAULT
ELEC
VAULT
CABLE
S
S
/ / / / / / / // / / / / / / // / / / / / / /X/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /XCAJETAN STREET
ALL KINDS
INVESTMENTS,
910 N COLLEGE AVE,
FORT COLLINS
PROPOSED STORM
INLET (TYP)
30.00
-
85
ROW
50
-
20
-
8' PAN
PEDESTRIAN RAMP
(TYP)
PEDESTRIAN
RAMP (TYP)
5' SIDEWALK 5' SIDEWALK
5' SIDEWALK 5' SIDEWALK
20
-
BUILDING 8
(7-PLEX)
BUILDING 7
(6-PLEX)
BUILDING 5
(4-PLEX)BUILDING 4
(5-PLEX)
PROPOSED STORM
LINE (TYP)JEROME ST9' UTILITY EASEMENT
9' UTILITY EASEMENT
57' ROW
4950
4955
4960
4965
4970
4975
4980
4985
4990
4950
4955
4960
4965
4970
4975
4980
4985
4990
9+50 10+00 11+00 12+00 12+504966.934967.864968.224968.594969.164968.524967.734966.960.57%
2.47%
1.45%-3.17
%17.78%-0.50%PVI STA = 10+00.00PVI ELEV = 4966.93PVI STA = 10+05.52PVI ELEV = 4967.91PVI STA = 10+22.46PVI ELEV = 4967.82PVI STA = 10+79.59PVI ELEV = 4968.65PVI STA = 11+02.77PVI ELEV = 4969.23PVI STA = 11+74.36PVI ELEV = 4966.96PVI STA = 11+99.40PVI ELEV = 4967.10EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
PIPE CROSSINGS WILL
BE PROVIDED ON NEXT
SUBMITTAL
SheetJEROME STREET STATIONThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 14
R1 PLAN & PROFILECAJETAN STREET11
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
CENTERLINE
CAJETAN STREET
SCALE : 1" = 40' (H) 1" = 5' (V)
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED EDGE OF ASPHALT
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
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.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS
TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.
5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS 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.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
PROPOSED STORM INLET
E. VINE DRIVEN. COLLEGE AVENUEKEYMAP JEROME STREETCAJET
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.
R1
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
ST
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ST
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VAULT
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VAULT
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VAULT
ELEC
VAULT
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TRAFFIC
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VAULT
ELEC
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VAULT
CABLE
VAULT
ELEC
VAULT
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CONTROL
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V.P.
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SFE
SFE
SFE
SS
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SD
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D
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S
SGAS
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /X/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXXXWWWWWWWWWWWW EEWWWWE EEEEEGGGGGGGGGGGGGGGG
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/ / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /SSSSSSSSSSSSSSSSSSSSSSSF
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OSIANDER STREET
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WWWWWWWWWWWWWWWWSSSSSSSheetJEROME STREET STATIONThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 14
EC1 & FLOODPLAIN EXHIBITEROSION CONTROL12
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
100-YR FLOODPLAIN - EFFECTIVE
BENCHMARK/BASIS OF BEARING:
SILT FENCE
ROCK SOCK
RIPRAP
1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY
CRIMP MULCHING OR SIMILAR METHODS.
2.SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone ________________________________
3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE
WASHOUT AREA IF ACCESS IS OFF PAVEMENT.
4.REFER TO THE PRELIMINARY DRAINAGE REPORT BY NORTHERN ENGINEERING
FOR ADDITIONAL INFORMATION.
5.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE FEMA REGULATED, 100
YEAR AND 500 YEAR POUDRE RIVER FLOODPLAIN. ANY DEVELOPMENT WITHIN
THE FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF
CHAPTER 10 OF CITY MUNICIPAL CODE.
6.ANY CONSTRUCTION ACTIVITIES IN THE FLOOD FRINGE (E.G. STRUCTURES,
SIDEWALK OR CURB & GUTTER INSTALLATION/REPLACEMENT, UTILITY WORK,
LANDSCAPING, ETC.) MUST BE PRECEDED BY AN APPROVED FLOODPLAIN USE
PERMIT, THE APPROPRIATE PERMIT APPLICATION FEES, AND APPROVED
PLANS.
7.CONSTRUCTION OF RESIDENTIAL AND/OR MIXED USE STRUCTURES IS
PROHIBITED IN THE POUDRE RIVER 100YEAR FLOODPLAIN.
8.OUTSIDE STORAGE OF EQUIPMENT OR FLOATABLE MATERIALS WHETHER
PERMANENT OR TEMPORARY IS PROHIBITED IN THE 100YEAR FLOODPLAIN.
9.AT RISK POPULATIONS, ESSENTIAL SERVICES, HAZARDOUS MATERIALS, AND
GOVERNMENT SERVICES CRITICAL FACILITIES ARE PROHIBITED IN THE
100YEAR FLOODPLAIN.
10.THE APPLICANT ACKNOWLEDGES THAT THIS SITE DEVELOPMENT PLAN DOES
NOT COMPLY WITH THE CURRENT REGULATORY FLOODPLAIN. PERMITS
CANNOT BE ISSUED FOR RESIDENTIAL STRUCTURES IN THE REGULATORY
FLOODPLAIN UNTIL A LOMR IS APPROVED THROUGH FEMA. IT IS AT OUR OWN
RISK THAT WE CONTINUE THROUGH THE PLANNING PROCESS.
GENERAL NOTES:
WATTLE DIKE
CONCRETE WASH AREA
SEDIMENT TRAP
BALE INLET PROTECTION
SLOPE DRAIN
EROSION CONTROL FABRIC
LEGEND:
BALE OUTLET PROTECTION
INLET PROTECTION
VEHICLE TRACKING CONTROL PAD
SF
500-YR FLOODPLAIN - EFFECTIVE
100-YR FLOODPLAIN - WHITEWATER PARK UPDATE
500-YR FLOODPLAIN - WHITEWATER PARK UPDATE
APPROXIMATE 100-YR FLOODPLAIN - JEROME ST.
FLOODPLAIN CROSS SECTION
(WHITEWATER PARK UPDATE - ANDERSON)
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 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.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUT
CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS ESTABLISHED WITH
DOWNSPOUT.
7.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.)
8.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.
9.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.
10.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO ENSURE THAT
EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. WATTLES SHALL BE PROVIDED
AROUND BUILDING PAD SIDES TO ENSURE AT NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE
PUBLIC SIDEWALKS.
11.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 (i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR
SILT FENCE FOR BARE SOIL, GRAVEL SOCKS FOR PAVEMENT, ETC.)
12.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.
13.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.
14.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.
15.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.
16.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION, HARDSCAPE
AND OTHER PERMANENT SITE STABILIZATION METHODS.
17.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.
18.CONTRACTOR SHALL KEEP CONSTRUCTION VEHICLES ENTERING AND EXITING SITE TO A MINIMUM.
19.THE CONTRACTOR SHALL, AT ALL TIMES DURING AND AFTER SYSTEM INSTALLATION, PREVENT
SEDIMENT, DEBRIS, AND DIRT FROM ANY SOURCE FROM ENTERING THE PERMEABLE PAVEMENT
SYSTEM. LOOSE MATERIALS SHALL NOT BE STORED ON THE PERMEABLE PAVEMENT AREA. MUD AND
SEDIMENT-LADEN RUNOFF SHOULD BE KEPT AWAY FROM THE PAVEMENT AREA. TEMPORARILY
DIVERT RUNOFF OR INSTALL SEDIMENT CONTROL MEASURES AS NECESSARY TO REDUCE THE
AMOUNT OF SEDIMENT RUN-ON TO THE PAVEMENT. SURFACE PROTECTION COULD INCLUDE
COVERING AREAS OF THE PAVEMENT, PROVIDING ALTERNATIVE CONSTRUCTION VEHICLE ACCESS,
AND PROVIDING EDUCATION TO ALL PARTIES WORKING ONSITE.
BENCHMARK: #1
City of Fort Collins Benchmark 1-00
Elevation=4968.740
BENCHMARK: #2
NGS Benchmark Z-401
Elevation=4962.740
Basis of Bearings
The Basis of Bearings is the West line line of the Southwest Quarter of Section
1-7-69 as bearing South 00° 38' 34" West (assumed bearing) and monumented as
shown on the Plat.
VAULT
ELEC
VAULT
CABLE
VAULT
ELEC
VAULT
ELEC
VAULT
CABLE
TRAFFIC
VAULT
VAULT
ELEC
VAULT
CABLE
VAULT
ELEC
VAULT
ELEC
VAULT
CABLE
VAULT
ELEC VAULT
CABLE
VAULT
ELEC
VAULT
CABLE
VAULT
ELEC
VAULT
ELEC
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
FE
SFE S
FE
SFE S
D
D
D
D
D
GAS
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /X/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXEEEEEEEEST ST ST ST
ST
ST
STST
XXXXXXXXXXXXEEEEEFOFOFOFOFOXXEOHUOHU OHU OHU
VAULT
ELEC
D
CONTROL
IRR
CONTROL
IRR
GAS
LID
ELEC
ELEC
MHE
E
E
E EOHUOHUOHU/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST SUNGIA ROAD
OSIANDER STREET
CAJETAN STREET
PASCA
L
S
T
R
E
E
TJEROME STREET
LAKE C
A
N
A
LNORTH COLLEGE AVENUE(PUBLIC R.O.W. VARIES)UDUD
UD
UD
26'
-
85'
ROW
50'
-
EXISTING 30' UTILITY
& DRAINAGE EASEMENT
EXISTING 20' SEWER
LINE EASEMENT
EXISTING 10'
DRAINAGE EASEMENT
LAKE CANAL EASEMENT PER
PLAT OF OLD TOWN NORTH
EXISTING 30' GAS
LINE EASEMENT
LAKE CANAL COMPANY EASEMENT
PER PLAT OF OLD TOWN NORTH
PROJECT BOUNDARY
PROPOSED STORM
INLET (TYP.)
PROPOSED STORM LINE
PROPOSED STORM LINE
PROPOSED STORM LINE
PROPOSED STORM LINE
PROPOSED
DETENTION POND-Dp2
0.41 ACRE-FT
WQ1 - OUTLET
STRUCTURE
RIPRAP
(TYP.)
PROPOSED
SIDEWALK CHASE
(TYP.)
PROPOSED
SIDEWALK CHASE
(TYP.)
PROPOSED STORM
INLET (TYP.)
PROPOSED
DETENTION POND-Dp1
0.19 ACRE-FT
PROPOSED CURB CUT
(TYP.)
j1
g
h
l
k
d
c
b
j
h
f
a
BUILDING 1
(6 PLEX)
BUILDING 3
(4 PLEX)
BUILDING 2
(4 PLEX)
BUILDING 7
(6 PLEX)
BUILDING 6
(7 PLEX)
BUILDING 8
(7 PLEX)
BUILDING 9
(6 PLEX)
BUILDING 10
(7 PLEX)
BUILDING 11
(7 PLEX)
BUILDING 12
(4 PLEX)
BUILDING 6
(4 PLEX)
BUILDING 4
(5 PLEX)
A
1.86 ac
J1
0.75 ac
F
0.42 ac
C
1.07 ac
E
1.27 ac
B
0.57 ac
D
0.33 ac
J2
0.05 ac
G
0.34 ac
H
0.06 ac
I
0.52 ac
J
0.04 ac
K
0.02 ac
L
0.05 ac
PROPOSED NORTH
RAIN GARDEN
PROPOSED SOUTH
RAIN GARDEN
EXISTING CURB CUT
e
j2
FFE=71.50
FFE=71.50
FFE=72.17
FFE=71.00 FFE=70.25
FFE=69.00
FFE=69.00
FFE=69.50
FFE=68.00
FFE=68.00
FFE=67.25 FFE=68.00
CONCRETE
WEIR
SLOPE PROTECTION
(SCOUR-STOP)
CONCRETE
WEIR
SLOPE PROTECTION
(SCOUR-STOP)
SLOPE PROTECTION
(SCOUR-STOP)
DR1DRAINAGE EXHIBIT13
NORTH
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
A
DESIGN POINT
FLOW ARROW
DRAINAGE BASIN LABEL
DRAINAGE BASIN BOUNDARY
PROPOSED SWALE SECTION
11
NOTES:
1.REFER TO THE PRELIMINARY DRAINAGE REPORT, DATED APRIL 13TH, 2022 FOR
ADDITIONAL INFORMATION.
2.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE FEMA REGULATED, 100 YEAR
AND 500 YEAR POUDRE RIVER FLOODPLAIN. ANY DEVELOPMENT WITHIN THE
FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF
CITY MUNICIPAL CODE.
3.ANY CONSTRUCTION ACTIVITIES IN THE FLOOD FRINGE (E.G. STRUCTURES,
SIDEWALK OR CURB & GUTTER INSTALLATION/REPLACEMENT, UTILITY WORK,
LANDSCAPING, ETC.) MUST BE PRECEDED BY AN APPROVED FLOODPLAIN USE
PERMIT, THE APPROPRIATE PERMIT APPLICATION FEES, AND APPROVED PLANS.
4.CONSTRUCTION OF RESIDENTIAL AND/OR MIXED_USE STRUCTURES IS
PROHIBITED IN THE POUDRE RIVER 100_YEAR FLOODPLAIN.
5.OUTSIDE STORAGE OF EQUIPMENT OR FLOATABLE MATERIALS WHETHER
PERMANENT OR TEMPORARY IS PROHIBITED IN THE 100_YEAR FLOODPLAIN.
6.AT_RISK POPULATIONS, ESSENTIAL SERVICES, HAZARDOUS MATERIALS, AND
GOVERNMENT SERVICES CRITICAL FACILITIES ARE PROHIBITED IN THE 100_YEAR
FLOODPLAIN.
7.THE APPLICANT ACKNOWLEDGES THAT THIS SITE DEVELOPMENT PLAN DOES NOT
COMPLY WITH THE CURRENT REGULATORY FLOODPLAIN. PERMITS CANNOT BE
ISSUED FOR RESIDENTIAL STRUCTURES IN THE REGULATORY FLOODPLAIN UNTIL
A LOMR IS APPROVED THROUGH FEMA. IT IS AT OUR OWN RISK THAT WE
CONTINUE THROUGH THE PLANNING PROCESS.
8.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE FEMA REGULATED, 100 YEAR
AND 500 YEAR POUDRE RIVER FLOODPLAIN. ANY DEVELOPMENT WITHIN THE
FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF
CITY MUNICIPAL CODE.
9.ANY CONSTRUCTION ACTIVITIES IN THE FLOOD FRINGE (E.G. STRUCTURES,
SIDEWALK OR CURB & GUTTER INSTALLATION/REPLACEMENT, UTILITY WORK,
LANDSCAPING, ETC.) MUST BE PRECEDED BY AN APPROVED FLOODPLAIN USE
PERMIT, THE APPROPRIATE PERMIT APPLICATION FEES, AND APPROVED PLANS.
10.CONSTRUCTION OF RESIDENTIAL AND/OR MIXED USE STRUCTURES IS PROHIBITED
IN THE POUDRE RIVER 100YEAR FLOODPLAIN.
11.OUTSIDE STORAGE OF EQUIPMENT OR FLOATABLE MATERIALS WHETHER
PERMANENT OR TEMPORARY IS PROHIBITED IN THE 100YEAR FLOODPLAIN.
12.AT RISK POPULATIONS, ESSENTIAL SERVICES, HAZARDOUS MATERIALS, AND
GOVERNMENT SERVICES CRITICAL FACILITIES ARE PROHIBITED IN THE 100YEAR
FLOODPLAIN.
13.THE APPLICANT ACKNOWLEDGES THAT THIS SITE DEVELOPMENT PLAN DOES NOT
COMPLY WITH THE CURRENT REGULATORY FLOODPLAIN. PERMITS CANNOT BE
ISSUED FOR RESIDENTIAL STRUCTURES IN THE REGULATORY FLOODPLAIN UNTIL
A LOMR IS APPROVED THROUGH FEMA. IT IS AT OUR OWN RISK THAT WE
CONTINUE THROUGH THE PLANNING PROCESS.
A
LEGEND:
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
SheetJEROME STREET STATIONThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 14
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
UDPROPOSED UNDERDRAIN
DEVELOPED DRAINAGE SUMMARY
Design
Point Basin ID
Total
Area
(acres)
C2 C100 2-Yr Tc
(min)
100-Yr Tc
(min)
Q2
(cfs)
Q100
(cfs)
Historic
Basins:
h1 H1 7.14 0.20 0.25 17.60 17.60 2.46 10.72
Developed
Basins:
a A 1.86 0.89 1.00 5.47 5.47 4.70 18.48
b B 0.57 0.53 0.66 7.88 7.88 0.74 3.41
c C 1.07 0.73 0.91 5.61 5.61 2.16 9.72
d D 0.33 0.78 0.97 5.00 5.00 0.73 3.20
e E 1.27 0.59 0.74 5.61 5.61 2.08 9.36
f F 0.42 0.25 0.31 5.00 5.00 0.29 1.27
g G 0.34 0.41 0.51 5.00 5.00 0.39 1.72
h H 0.06 0.40 0.49 7.14 7.14 0.06 0.29
i I 0.52 0.51 0.64 5.00 5.00 0.77 3.35
j J 0.04 0.20 0.25 5.00 5.00 0.02 0.09
k K 0.02 0.24 0.31 5.00 5.00 0.01 0.05
l L 0.05 0.34 0.43 5.00 5.00 0.05 0.23
Offsite
Basins
j1 J1 0.75 0.85 1.00 6.98 6.98 1.66 7.25
j2 J2 0.16 0.76 0.95 5.00 5.00 0.34 1.50
Combined
Basins A,B
& C
A to L (Site)6.55 0.66 0.82 6.88 6.88 11.18 51.85
A (LID-North Rain Garden)1.86 0.89 1.00 5.47 5.47 4.70 18.48
C (LID-South Rain
Garden)1.07 0.73 0.91 5.61 5.61 2.16 9.72
A, B, C,D, E, F, G and J1
(to Detention)6.61 0.70 0.87 6.55 6.55 11.99 57.48
A, and E (Detention)3.13 0.77 0.96 7.29 7.29 6.05 27.18
D, G and J1 (LID-East Rain
Garden)
1.42 0.73 0.91 7.86 7.86 2.55 11.71
VAULT
ELEC
VAULT
CABLE
VAULT
ELEC
VAULT
ELEC
VAULT
CABLE
TRAFFIC
VAULT
VAULT
ELEC
VAULT
CABLE
VAULT
ELEC
VAULT
ELEC
VAULT
CABLE
VAULT
ELEC VAULT
CABLE
VAULT
ELEC
VAULT
CABLE
VAULT
ELEC
VAULT
ELEC
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
FE
SFE
SFE
SFE
SD
D
D
D
D
GAS
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /X/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXEEEEEEEEST ST ST ST
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VAULT
ELEC
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CONTROL
IRR
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ELEC
ELEC
MHE
E
E
E EOHUOHUOHU/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EAST SUNGIA ROAD
OSIANDER STREET
CAJETAN STREET
PASCA
L
S
T
R
E
E
TJEROME STREET
LAKE C
A
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WE HAVE ROUGHLY 9-10 FEET OF SEPARATION
BETWEEN EDGE OF STORM PIPE AND WATER
SERVICE IN THIS CORRIDOR. IF THE STORM PIPE REMAINS
AND WE ARE FORCED TO GO TO 6' (OR 5') SEPARATION,
WE MAY NEED TO PUSH THE BUILDINGS "OUT" A FOOT OR TWO.
IF WE ARE FORCED TO GO 6' FROM BUILDINGS, THAT SEPARATION
SHRINKS TO 7' OR LESS
WE HAVE SEPARATION ISSUES HERE, ALSO.
MY IDEA IS TO PUSH BUILDING 8 OUT BY 1-FOOT
AND THEN RE-ALIGN THE STORM PIPE IN THIS
CORRIDOR TO BE PARALLEL TO BUILDING 8 (SO
THE SEPARATION REMAINS CONSTANT).
I BELIEVE WE CAN ELIMINATE THIS PIPE AND SURFACE FLOW TO A CHASE DOWN BY THE POND.
ALSO LOOKS LIKE WE CAN MAKE A LOW POINT (E/W) IN CAJETAN STREET TO ELIMINATE THE TWO
INLETS ON THE SOUTH SIDE OF THE STREET.
WHAT CONSIDERATIONS NEED TO BE MADE FOR THE CHASE (IF ANY?).
WILL ALSO TRY TO FIT A RAIN GARDEN IN THERE.FFF
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930
72312351341
APPROXIMATE 100-YR FLOODPLAIN
- JEROME ST.4967 (NAVD88)4965 (NAV
D88)4966 (NAVD88)496
4.
3
4966.04967.64964.2100-YR FLOODPLAIN
(CURRENT EFFECTIVE)
100-YR FLOODPLAIN
(CURRENT EFFECTIVE)
100-YR FLOODPLAIN
(CURRENT EFFECTIVE)
100-YR FLOODPLAIN
(CURRENT EFFECTIVE)
FFE=68.00
FFE=67.25
FFE=68.00
FFE=68.00
FFE=69.50
FFE=69.00
FFE=69.00
FFE=70.25
FFE=71.00
FFE=71.50FFE=71.50
FFE=72.17
100-YR FLOODPLAIN
(CURRENT EFFECTIVE)
FP1FLOODPLAIN EXHIBIT13
NORTH
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
SheetJEROME STREET STATIONThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 14
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
Original Field Survey:
Northern Engineering
Project No. 1124-005
Date: June 16, 2020
LEGEND:
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPOSED STORM INLET
PROPOSED CONCRETE
CROSS PAN (TYP.)
PEDESTRIAN ACCESS RAMPS
PROPERTY BOUNDARY
NOTES:
1.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY
EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION
2.THIS PROJECT IS LOCATED WITHIN A CITY-REGULATED 100-YEAR FLOODWAY AND FLOOD FRINGE
AND MUST COMPLY WITH CHAPTER 10 OF THE CITY CODE.
3.ALL ELEVATIONS DEPICTED IN PLAN VIEW AND BENCHMARKS LISTED HEREON ARE PER THE CITY OF
FORT COLLINS VERTICAL CONTROL DATUM (NAVD 88).
4.ANY ITEMS LOCATED IN THE FLOODWAY THAT CAN FLOAT (E.G., PICNIC TABLES, BIKE RACKS, ETC.)
MUST BE ANCHORED.
5.A FLOODPLAIN USE PERMIT SHALL BE REQUIRED FOR EACH SITE CONSTRUCTION ELEMENT IN THE
FLOODPLAIN, INCLUDING BUILDING. THE FLOODPLAIN USE PERMIT FOR THE BUILDING WILL BE
APPROVED AT THE TIME OF BUILDING PERMIT APPLICATION.
6.A FLOODPLAIN USE PERMIT AND NO RISE CERTIFICATION IS REQUIRED PRIOR TO PERFORMING ANY
WORK WITHIN THE FLOODWAY (I.E., CURB CUT REMOVAL, LANDSCAPING).
7.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER
TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. LANDSCAPING SHALL ALSO MEET THE
REQUIREMENTS FOR NO RISE IN THE FLOODWAY.
8.REFER TO THE PRELIMINARY DRAINAGE REPORT, DATED APRIL 13TH, 2022 FOR ADDITIONAL
INFORMATION.
9.A POST-CONSTRUCTION ELEVATION CERTIFICATE MUST BE APPROVED BEFORE A CERTIFICATE OF
OCCUPANCY WILL BE ISSUED.
10.ALL HVAC EQUIPMENT IS TO BE PLACED AT OR ABOVE THE REGULATORY FLOOD PROTECTION
ELEVATION.
11.HORIZONTAL CONTROL: CITY OF FORT COLLINS GROUND MASTER CONTROL.
FIELD SURVEY BY:
BENCHMARKS:
CITY OF FORT COLLINS BENCHMARK 1-00
On a catch basin at the southeast corner of Vine Dr. and College Ave.
ELEV.=4968.74
BENCHMARK # Z-401
Described by National Geodetic Survey 1984.
In Fort Collins, at the junction of east Vine Drive and Linden Street, in the south edge of a highline
tower footing, 14.2 meters (46.6 ft) north of the centerline of east Vine Drive, 10.3 meters (33.8 ft)
west 'of the extended centerline of Linden Street, and 0.3 meter (1.0 ft) north of the south edge of the
footing. note--the footing is '96-inches in diameter, 33 feet deep and set into 11 feet of bedrock. the
mark is 0.6 m above the drive.
ELEV.=4962.74
Please Note: this plan set is using NAVD88 for a vertical datum. Surrounding developments have used
ngvd29 Unadjusted for their vertical datums.
If NGVD29 Unadjusted datum is required for any purpose, the following equation should be used:
NGVD29 Unadjusted = NAVD88 - 3.18'
Basis of Bearings
The Basis of Bearings is the West line line of the Southwest Quarter of Section 1-7-69 as bearing South 00°
38' 34" West (assumed bearing) and monumented as shown on the Plat.
CROSS-SECTION (CSU CLOMR) 2446
5000ELEVATION NGVD 88
BASE FLOOD ELEVATION (CSU CLOMR)
100-YR FLOODPLAIN - (PER CSU CLOMR)
MINIMUM FINISHED FLOOR ELEVATION
(FFE) = C (FFE VARIES, SEE PLAN)
BASE FLOOD ELEVATION
(BFE) = A
MINIMUM MECH./ELEC. EQUIPMENT
ELEVATION = B
BASE FLOOD ELEVATION
(BFE) = A
MECH. /
ELEC.
EQUIPMENT
DETAIL
NTS
SLAB-ON-GRADE
MIXED-USE BUILDING
SUMMARY
ELEV. DESIGNATION PROJECT ELEV.
(NAVD 88)
A xx.xx FT
B xx.xx FT
C xx.xx FT
REGULATORY FLOOD
PROTECTION
ELEVATION
xx.xx FT