HomeMy WebLinkAboutTHE QUARRY BY WATERMARK - PDP200019 - - UTILITY PLANSPROSPECT ROADSHIELDS STREETLAKE STREET
PITKIN STREET
STUART STREET
HOBBIT ST.SHEELY DR
.
HILL POND R
D
.
CONNECTOR LOCAL STREET SECTION
MODIFIED - (HOBBIT STREET)EX. 8' PARKING LANE10' TRAVEL LANEEX. 10' TRAVEL LANEEXISTING DRIVE-OVER
CURB & GUTTER
VERTICAL
CURB & GUTTER
57' ROW
EX . 9'
UTIL.
ESMT.
9' UTIL.
ESMT.
4.5'
WALK
EX. 6'
PKWY.
36' -
6'
PKWY.
EX. 4.5'
WALK
8' PARKING LANECALL UTILITY NOTIFICATION CENTER OF
COLORADO
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MARCH 2021
UTILITY PLANS FOR
CONTACT INFORMATION
PROJECT TEAM:
Ripley Design, Inc.
419 Canyon Avenue, Suite 200
Fort Collins, CO. 80521
(970) 224-5828
Watermark Residential
111 Monument Circle, Suite 1500
Indianapolis, IN. 46204
(317) 853-5459
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
Northern Engineering Services, Inc.
Danny Weber, PE
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
Northern Engineering Services, Inc.
Bob Tessely, PLS
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
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
PLANNER/
LANDSCAPE ARCHITECT
I hereby affirm that these final
construction plans were prepared
under my direct supervision, in
accordance with all applicable City
of Fort Collins and State of
Colorado standards and statutes,
respectively; and that I am fully
responsible for the accuracy of all
design. revisions, and record
conditions that I have noted on
these plans.
These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility
by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness
of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities
required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort
Collins for additional quantities of items shown that may be required during the construction phase.
DISCLAIMER STATEMENT:
CERTIFICATION STATEMENT:
PROJECT
LOCATION
VICINITY MAP
NORTH
DEVELOPER/APPLICANT
SITE ENGINEER
SURVEYOR
ORIGINAL FIELD SURVEY BY:
SUBSURFACE EXPLORATION BY:
PROJECT BENCHMARKS:
SHEET INDEX
THE QUARRY BY WATERMARK
GAS-----------------------Xcel Energy-----------------------------Al Ermer (970) 225-7869
ELECTRIC--------------City of Fort Collins Light & Power--Luke Unruh (970) 416-2724
CABLE-------------------Comcast----------------------------------Don Kapperman (970) 567-0245
TELECOM.-------------Qwest Local Network------------------Bill Johnson (970) 377-6401
WATER------------------City of Fort Collins Utilities-----------Matt Simpson (970) 416-2754
WASTEWATER-------City of Fort Collins Utilities-----------Matt Simpson (970) 416-2754
STORMWATER-------City of Fort Collins Utilities-----------Matt Simpson (970) 416-2754
W/WW INSPECTOR--City of Fort Collins Utilities-----------Jim McChesney (970) 556-8179
Earth Engineering Consultants, LLC.
"GEOTECHNICAL EXPLORATION REPORT SHIELDS MIXED USE DEVELOPMENT SOUTH OF HOBBIT STREET,
EAST OF SOUTH SHIELDS STREET"
Soilogic Project No. 1152075
Date: August 21, 2015
PROJECT DATUM: NAVD88
BENCHMARK 29-92 APPROXIMATE 300 FEET SOUTH OF WEST PROSPECT ROAD AND
SHIELDS STREET, ON THE NORTH END OF THE WEST BRIDGE PARAPET WALL.
ELEVATION: 5025.67
BENCHMARK 28-92 SOUTHWEST CORNER OF WEST PROSPECT ROAD AND CENTER
AVENUE, ON A WATER VALVE PIT.
ELEVATION: 5010.65
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM.
SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR
CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED
FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29
UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 - 3.17'.
BASIS OF BEARINGS
WEST LINE OF THE NORTHWEST QUARTER OF SECTION 23 AS BEARING NORTH 00°
01' 50" EAST (ASSUMED BEARING), AND MONUMENTED AS SHOWN ON DRAWING.
1 CS1 COVER SHEET
2 CS2 GENERAL & CONSTRUCTION NOTES
3 EX1 EXISTING CONDITIONS & DEMOLITION PLAN
4 PV1 PAVING PLAN
5 OU1 OVERALL UTILITY PLAN
6-9 U1-U4 UTILITY PLAN
10 SS1 SANITARY SEWER LINES A & A2 PLAN & PROFILE
11 SS2 SANITARY SEWER LINES B & B1 PLAN & PROFILE
12 SS3 SANITARY SEWER LINE C PLAN & PROFILE
13 ST1 STORM DRAIN 1 PLAN & PROFILE
14 ST2 STORM DRAINS 1-7 & 1-8 PLAN & PROFILE
15 ST3 STORM DRAINS 2 & 3 PLAN & PROFILE
16 ST4 STORM DRAINS 4, 4-4A, & 4-4B PLAN & PROFILE
17 ST5 STORM DRAINS 5 & 5-5 PLAN & PROFILE
18 ST6 STORM DRAIN 6 & UNDERDRAIN PLAN & PROFILE
19 OG1 OVERALL GRADING PLAN
20 -23 G1-G4 GRADING PLAN
24 H1 HISTORIC DRAINAGE PLAN
25 DR1 DRAINAGE PLAN
26 EC1 EROSION CONTROL PLAN
27 EC2 EROSION CONTROL DETAILS
CS1 COVER SHEET1
SheetTHE QUARRY BY WATERMARKThese 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 27
TYPICAL SECTIONS
BEING A REPLAT OF LOTS 1-5, TRACT "A", TRACT "B", ALABASTER COURT, COROMANDEL CIRCLE AND STUART STREET, PULSE P.U.D. FILING ONE, LOCATED IN THE NORTHWEST
QUARTER OF SECTION 23, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
Intermill Land Surveying, Inc.Northern Engineering Services, Inc.
Company Project No. P-11-6963 Company Project No. 838-016
Date: April 2011 Date: July 2015
King Surveyors
Company Project No. 20190806
Date: January 2020
City of Fort Collins, CO
UTILITY PLAN APPROVAL
APPROVED:
CITY ENGINEER,APPROVED SHEETS DATE
APPROVED:
WATER & WASTEWATER UTILITY,APPROVED SHEETS DATE
APPROVED:
STORMWATER UTILITY,APPROVED SHEETS DATE
APPROVED:
PARK PLANNING & DEVELOPMENT,APPROVED SHEETS DATE
APPROVED:
TRAFFIC OPERATIONS,APPROVED SHEETS DATE
APPROVED:
ENVIRONMENTAL PLANNER,APPROVED SHEETS DATE
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
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A. GENERAL NOTES
1.All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer
County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or
any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort Collins.
2.All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise.
3.These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer. Use
of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of any work
shown in these plans.
4.The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as beneficiary
of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins Engineer shall not
relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold
harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may arise
from any errors and omissions contained in these plans.
5.All sanitary sewer, storm sewer and water line construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins
standards and specifications current at the date of approval of the plans by the City of Fort Collins Engineer.
6.The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the
Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The
Developer shall be responsible for unknown underground utilities.
7.The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation
or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting
the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the
Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans.
8.The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility
crossings required.
9.If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to
modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction.
10.The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is accomplished in a
timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any
disruption of any utility service as well as the utility companies.
11.No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notification
shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may
be required prior to commencement of any work.
12.The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary
sewer should be constructed prior to installation of the water lines and dry utilities.
13.The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water Utility.
14.A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is discharged into
a storm sewer, channel, irrigation ditch or any waters of the United States.
15.The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health,
Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan.
16.The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite
drainage facilities shall be the responsibility of the property owner(s).
17.Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be submitted to
and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the
release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater Utility
Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development
Agreement.
18.The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether
resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the City of Fort
Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development.
19.All recommendations of the Preliminary Drainage and Erosion Control Report for The Quarry by Watermark, dated March 3, 2021 by Northern
Engineering Services, Inc. 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 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 the 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
BENCHMARK 29-92 APPROXIMATE 300 FEET SOUTH OF WEST PROSPECT ROAD AND SHIELDS STREET, ON THE NORTH END OF THE
WEST BRIDGE PARAPET WALL.
ELEVATION: 5025.67
BENCHMARK 28-92 SOUTHWEST CORNER OF WEST PROSPECT ROAD AND CENTER AVENUE, ON A WATER VALVE PIT.
ELEVATION: 5010.65
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29
UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION
SHOULD BE USED: NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 - 3.17'.
BASIS OF BEARINGS
WEST LINE OF THE NORTHWEST QUARTER OF SECTION 23 AS BEARING NORTH 00° 01' 50" EAST (ASSUMED BEARING),
AND MONUMENTED AS SHOWN ON DRAWING.
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.Portions of the property are within FEMA Floodplain Zone AE, Fort Collins designated Floodplain and Fort Collins designated floodway. A Floodplain
Use Permit is required for any development within the floodplain. See Grading Plan for detailed notes concerning construction within the floodplain and
floodway.
49.Approved Variances are listed as follows:
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.
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.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.
F. Floodplain Notes
1.Portions of this property are located in the Cityregulated, 100year Canal Importation floodplain/floodway as well as the FEMA Regulated Spring Creek
100year floodplain/floodway. Any development within the floodplain must comply with the safety regulations of Chapter 10 of City Municipal Code. The
Developer shall obtain a Floodplain Use Permit from the City of Fort Collins and pay all applicable floodplain use permit fees prior to commencing any
construction activity (building of structures, grading, fill, detention ponds, bike paths, parking lots, utilities, landscaped areas, flood control channels, etc.)
within the City of Fort Collins floodplain limits as delineated on the Final Subdivision Plat
2.“Any construction activities, nonstructural development (bridges, sidewalks, culverts, vegetation, curbcuts, grading, etc.) in the regulatory floodway must
be preceded by a NoRise Certification, which must be prepared by a professional engineer licensed in the State of Colorado.
3.No storage of materials or equipment shall be allowed in the floodway, whether temporary (during construction) or permanent.
4.Any pedestrian bridges in the floodway that are not able to pass the 100 year flow are required to be “breakaway” and tethered.
CS2 CONSTRUCTION NOTESGENERAL &2
SheetTHE QUARRY BY WATERMARKThese 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 27
V.P.
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XXXXXXXXXXXXSTSTSTSTSTSS
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1821 WALLENBERG DR
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1825 WALLENBERG DR
MCCOY JOHN H/SHERRY P
1900 S SHIELDS ST
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S
SSSSSSSSSSSSSSEXISTING 8" WATERLINE
EXISTING 21" CLAY
SANITARY SEWER
EXISTING 18" CLAY
SANITARY SEWER
EXISTING 8"
SANITARY SEWER
TO BE RELOCATED
EXISTING 12" WATERLINE
EXISTING 21" CLAY
SANITARY SEWER
EXISTING 30"
WATERLINE
FEMA 100-YR
HIGH RISK
FLOOD FRINGE
LANDMARK
APARTMENTS
TREES TO BE
REMOVED (TYP.)
EXIST
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CITY OF FORT COLLINS
100-YR FLOODPLAIN
FEMA 100-YR HIGH RISK
FLOOD FRINGE
EXISTING
UNDERDRAIN
EXISTING 40' ROW
EXISTING 40' ROWWALLENBERG DR
.
EXISTING 5' SIDEWALK
36' FL-FL
EXISTING 8"
WATERLINE
EXISTING FENCE TO
BE REMOVED
EXISTING12"
WATERLINE
40' UTILITY EASEMENT
TO BE VACATED
24' UTILITY &
ACCESS
EASEMENT TO BE
VACATED
28' UTILITY &
ACCESS EASEMENT
TO BE VACATED
28' UTILITY
EASEMENT TO BE
VACATED
15' UTILITY
EASEMENT TO BE
VACATED
40' UTILITY EASEMENT
TO BE VACATED
20' UTILITY EASEMENT
TO BE VACATED
10' UTILITY
EASEMENT TO BE
VACATED
8' UTILITY
EASEMENT TO BE
VACATED
20' DRAINAGE
EASEMENT TO BE
VACATED
20' UTILITY &
ACCESS EASEMENT
TO BE VACATED
8' UTILITY
EASEMENT TO
BE VACATED
15' UTILITY
EASEMENT TO
BE VACATED
40' UTILITY
EASEMENT TO
BE VACATED
8' UTILITY
EASEMENT TO BE
VACATED
8' UTILITY
EASEMENT TO
BE VACATED
DRAINAGE EASEMENT
REC. NO. 20200015504
20' UTILITY
EASEMENT TO
BE VACATED
120' DRAINAGE EASEMENT
TO BE VACATED
REC. NO. 87043454
25' TEMPORARY
CONSTRUCTION EASEMENT
TO BE VACATED
REC. NO. 90019873
80' DRAINAGE EASEMENT
TO BE VACATED
REC. NO. 87043454
15' SLOPE EASEMENT
TO BE VACATED
REC. NO. 90019873
28' UTILITY &
ACCESS EASEMENT
TO BE VACATED
EXISTING 8"
SANITARY SEWER
TO BE RELOCATED
EXISTING
UNDERDRAIN
54' ROW TO
BE VACATED
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BE VACATED
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FEMA 100-YR
FLOODWAY
CITY OF FORT COLLINS
100-YR FLOODWAY
SheetTHE QUARRY BY WATERMARKThese 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 27
EX1 DEMOLITION PLANEXISTING CONDITIONS &3
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 )
1 inch = ft.
Feet06060
60
120 180
EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (TO REMAIN)
FIELD SURVEY BY:
SUBSURFACE EXPLORATION 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
Intermill Land Surveying, Inc.Northern Engineering Services, Inc.
Company Project No. P-11-6963 Company Project No. 838-016
Date: April 2011 Date: July 2015
King Surveyors
Company Project No. 20190806
Date: January 2020
Earth Engineering Consultants, LLC
Geotechnical Exploration Report Shields Mixed Use Development South of Hobbit
Street, East of South Shields Street.
Fort Collins, CO.
EEC Project No. 1152075
KEYMAP
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/ / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST
MH/ / / / / / / /MHMMMH/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXX
XXXXXXXXXMCCOY JOHN H/SHERRY P1900 S SHIELDS ST6' SIDEWALK6' SIDEWALK6' SIDEWALK6' SIDEWALK6' SIDEWALK9' SIDEWALK
6' SIDEWALK9' SIDEWALK6'
S
IDEWALK
6'
S
IDEWALK 4.5' SIDEWALK4.5' SIDEWALK7' SIDEWALK 7' SIDEWALK
7' SIDEWALK
4' SIDEWALK4' SIDEWALK5' SIDEWALK6' SIDEWALK6' SIDEWALKS SHIELDS ST.HOBBIT ST.WALLENBERG DR.6' SIDEWALK6' SIDEWALK11' SIDEWALK6' SIDEWALK4' SIDEWALK
EXISTING 8' TRAILSPRING
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LOT 1TRACT BTRACT ATRACT CCANAL IMPORTATIONBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBXXXXXXXXXX X8.5'8.5'8'8'8'17'9'8'9'9'8'9'8'9'9'9'9'9'9'9'9'9'8.5'8.5'8.5'8'8'8.5'8.5'8.5'8.5'8.5'5'8'8.5'8.5'8.5'17'17'17'17'17'17'17'8.5'8.5'17'17'21'8.5'17'8.5'17'17'8.5'17'8.5'17'17'17'8.5'8.5'8.5'8.5'8.5'17'17'17'15'15.5'15.5'17'17'17'17'8.5'8.5'8.5'8.5'17'16.5'16.5'17'9'9'26' FL-FL26' FL-FL26' FL-FL31' FL-FL26' FL-FL26' FL-FL26' FL-FL26' FL-FL26' FL-FL60' FL-FL20' FL-FLPROPOSED 2'SIDEWALKCHASEPROPOSED 2'SIDEWALKCHASEPROPOSED 2'SIDEWALK CHASEPROPOSED 2'SIDEWALK CHASEPROPOSED 2'SIDEWALK CHASEPROPOSED 2'SIDEWALKCHASE26' EMERGENCYACCESSEASEMENT26'EMERGENCYACCESSEASEMENT26' EMERGENCYACCESSEASEMENT31' EMERGENCYACCESSEASEMENT26' EMERGENCYACCESSEASEMENT26' EMERGENCYACCESSEASEMENTPROPOSED 4'CONCRETE PANPROPOSED 4'CONCRETE PANPROPOSED 4'CONCRETE PANPROPOSED 4'CONCRETE PANPROPOSED 4'CONCRETE PANPROPOSED 4'CONCRETE PANPROPOSED 6'CONCRETE PANPROPOSED 4'CONCRETE PANPROPOSED 4'CONCRETE PANPROPOSED 4'CONCRETE PANEXISTING SIDEWALKCULVERTFEMA 100-YRHIGH RISKFLOOD FRINGECITY OF FORTCOLLINS 100-YRFLOODPLAINRAIN GARDENBIOMEDIA AREAPROPOSED 4'SIDEWALK CULVERTFEMA 100-YR HIGHRISK FLOOD FRINGENATURAL AREABUFFER21'PROPOSED 2'CONCRETE PANPROPOSED 2'CONCRETE PANPROPOSED 2'CONCRETE PANPROPOSED 2'CONCRETE PANPROPOSED 2'CONCRETE PANMATCH INTO EXISTINGSIDEWALK, CURB,AND GUTTER26' FL-FL33' WATER EASEMENT9' SIDEWALK9' SIDEWALK
8' SIDEWALK9' SIDEWALK
5' SIDEWALK9' SIDEWALK21'6' SIDEWALK8'15'PROPOSED 4'CONCRETE PAN8.5'17'6' SIDEWALK9' SIDEWALKPROPOSED 2'SIDEWALK CHASE6' SIDEWALK5' SIDEWALK8'21'9' SIDEWALK 5' SIDEWALK8.5'21'15'17'8.5'5'8'23'26' FL-FLPROPOSED LANDSCAPEWALL (RE: LANDSCAPE)PROPOSED 2'CONCRETE PANPROPOSED 2'CONCRETE PANPROPOSED 1'SIDEWALK CHASEEXISTING RAMP TO BEUPDATED TO CURRENTCITY STANDARDSEXISTING RAMP TO BEUPDATED TO CURRENTCITY STANDARDSEXISTING RAMP TO BEUPDATED TO CURRENTCITY STANDARDS50' PUBLIC ACCESS &TRAIL EASEMENT50' PUBLIC ACCESS &TRAIL EASEMENTPROPOSED LANDSCAPEWALL (TYP.)CITY OF FORT COLLINS100-YR FLOODWAYFEMA 100-YRFLOODWAYPROPOSEDSTRIPING (TYP.)26' EMERGENCYACCESSEASEMENTPROPOSED 4'CONCRETE PAN26' EMERGENCYACCESSEASEMENTEXISTINGSTRIPING (TYP.)PROPOSEDLANDSCAPE WALL26' EMERGENCYACCESSEASEMENTNATURAL AREABUFFERSheetTHE QUARRY BY WATERMARK These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.NOT FOR CO
N
S
T
R
U
C
T
I
O
N
REVIEW SE
T
E N G I N E E R N GI
EHTRON R N
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.comof 27PV1PAVING PLAN4CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRNORTH( IN FEET )1 inch = ft.Feet040404080120EASEMENTSNOTES:1.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS ANDPAVEMENT SECTIONS.2.PAVEMENT MARKINGS SHALL BE PER CITY OF FORT COLLINS STANDARDS ANDPROJECT SPECIFICATION MANUAL.3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED INTHE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRSTO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS.4.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION,AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGEDOR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED ORRESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSEPRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THEISSUANCE 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 INFORMATIONRELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES.7.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE CITYREGULATED, 100YEARCANAL IMPORTATION FLOODPLAIN/FLOODWAY AS WELL AS THE FEMA REGULATEDSPRING CREEK 100YEAR FLOODPLAIN/FLOODWAY. ANY DEVELOPMENT WITHIN THEFLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OFCITY MUNICIPAL CODE. THE DEVELOPER SHALL OBTAIN A FLOODPLAIN USE PERMITFROM THE CITY OF FORT COLLINS AND PAY ALL APPLICABLE FLOODPLAIN USEPERMIT FEES PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY (BUILDING OFSTRUCTURES, GRADING, FILL, DETENTION PONDS, BIKE PATHS, PARKING LOTS,UTILITIES, LANDSCAPED AREAS, FLOOD CONTROL CHANNELS, ETC.) WITHIN THE CITYOF FORT COLLINS FLOODPLAIN LIMITS AS DELINEATED ON THE FINAL SUBDIVISIONPLAT8.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THEREGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICHMUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OFCOLORADO.9.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY,WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.8.ANY PEDESTRIAN BRIDGES IN THE FLOODWAY THAT ARE NOT ABLE TO PASS THE 100YEAR FLOW ARE REQUIRED TO BE “BREAKAWAY” AND TETHERED.PROPOSED VERTICAL CURB & GUTTERPROPERTY BOUNDARYEXISTING LOT LINE/ / / / / / / /PROPOSED EDGE OF PAVEMENTASPHALT PAVINGPROPOSED OUTFALL VERTICAL CURB & GUTTERLEGEND:CONCRETE PAVINGKEYMAPCABLEF.O.TEMH24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS
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W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WXST
ST
STST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STEXISTING ±10' LANEEXISTING ±6' BIKE LANE w/ BUFFEREXISTING ±10' LANEPROPOSED ±9' TURN LANEEXISTING ±10' LANEEXISTING ±10' LANEEXISTING ±10' LANEEXISTING ±10' TURN LANEEXISTING ±10' LANEEXISTING ±6' BIKE LANE w/ BUFFER
V.P.
CABLE
F.O.HY DVAULT
ELEC
VAULT
ELECVAULT
ELEC
T
E
S
S
MH
S
SSS
S
S
T S
H2O
TRAFFIC
VAULTT SVAULT
ELEC
S
VAULT
ELEC
VAULT
ELEC
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
ELEC
CONTROL
IRR
CONTROL
IRR
IRR W
V.P.
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
S
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR HY DS S
15" SS18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS
21" SS
21" SS21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS8" SS8" SS 8" SS 8" SS/ / / / / / / /EEEEEEEEEETTTTTTTTGGGGGGGGGGGWW W W W W W W
12" W12" W12" W12" W12" W12" WEFOEEEEEEEEEGGGGGG30" W30" W30" W30" W30" W30" W30" W36" W36" W36" W8" WFDC
FS UDE
E
E
E E UDU
D
U
D
U
D
U
DUDUD
UD
UD UD UD UD UDSSSSWWW
S
S
UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDD
F.O.
D
S
S
HY DMH
S
HY DMM
MH
ELEC
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XX30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W
XXXXXXXXXXXXSTSTSTSTSTSS
30" W
S
SSSSSSSSSSSSSSBBBBBBBBBBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBXXXXXXXXE E E E E
E
E
E
E
E EG G G G
G
G
G
G
G GE
ET
TTG G G
G
G
GGGGGG G G
G G G
GTEEE
TTTT TT
TEE E E E E E E E
E EGEEE
E
EE VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
G
G
E
EG G G G GGE E E E EEGGGGGGGGG G UDUDUDUDS SHIELDS ST.HOBBIT ST.WALLENBERG DR.FEMA 100-YR
HIGH RISK
FLOOD FRINGE
EXISTING 21" CLAY
SANITARY SEWER
EXISTING 18" CLAY
SANITARY SEWER
PROPOSED 8"
PVC WATER
EXISTING WATERLINEEXISTING 12" WATERLINE
EXISTING 12" WATERLINE
EXISTING 36" WATERLINE
EXISTING ELECTRIC
VAULT (TYP.)
EXISTING 8" PVC
SANITARY SEWER
EXISTING 15"
SANITARY SEWER
EXISTING
UNDERDRAIN
4' SANITARY
MANHOLE (TYP.)
PROPOSED FIRE
HYDRANT
PROPOSED FIRE
HYDRANT
PROPOSED FIRE
HYDRANT
PROPOSED FIRE
HYDRANT
PROPOSED 8"
PVC SANITARY
33' WATERLINE EASEMENT
48' SANITARY SEWER EASEMENT
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
SIDEWALK
CHASE
PROPOSED 2'
SIDEWALK
CHASE
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
SIDEWALK
CHASE
PROPOSED FIRE
HYDRANT
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
OUTFALL PIPE
PROPOSED
STORM DRAIN
PROPOSED OUTLET
STRUCTURE
RAIN GARDEN
BIOMEDIA AREA
SPRING CREEK EXIST
ING
8
'
TRA
IL
EXISTI
N
G
S
P
R
I
N
G
C
R
E
E
K
T
R
A
I
L
NATURAL AREA
BUFFER
LOT 1
TRACT B
TRACT A
TRACT C
PROPOSED FIRE
HYDRANT CANAL IMPORTATIONCONNECT TO EXISTING
WATER LINE
CONNECT TO
EXISTING
WATER LINE
CONNECT TO EXISTING
WATER LINE
CONNECT TO
EXISTING
WATER LINE
EXISTING FIRE HYDRANT
PROPOSED 8"
PVC WATER
EXISTING FIRE HYDRANT
CONNECT TO
EXISTING SANITARY
CONNECT TO
EXISTING SANITARY CONNECT TO
EXISTING SANITARY
EXISTING FIRE HYDRANT
CONNECT TO
EXISTING SANITARYCONNECT TO
EXISTING SANITARY
EXISTING 26" STORM
EXISTING 30" STORM
EXISTING 18" CLAY
SANITARY SEWER
PROPOSED FIRE
HYDRANT
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED RETAINING
WALL (TYP.)
SANITARY LINE A
SEE SHEET SS1
SANITARY LINE B
SEE SHEET SS2
SANITARY LINE C
SEE SHEET SS3
STORM DRAIN 1
SEE SHEET ST1
PROPOSED 4'
SIDEWALK
CULVERT
FEMA 100-YR
FLOODWAY
CITY OF FORT COLLINS
100-YR FLOODWAY
SheetTHE QUARRY BY WATERMARKThese 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 27
OU1 OVERALL UTILITY PLAN5CALL 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 )
1 inch = ft.
Feet06060
60
120 180
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 CITY OF FORT COLLINS UTILITIES
SPECIFICATIONS , LATEST EDITION, 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 CITY OF FORT COLLINS UTILITY
SPECIFICATIONS SANITARY SEWER DESIGN TECHNICAL 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 4.5'-5' 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 CITY OF FORT COLLINS STREET REPAIR 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.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE CITYREGULATED, 100YEAR
CANAL IMPORTATION FLOODPLAIN/FLOODWAY AS WELL AS THE FEMA REGULATED
SPRING CREEK 100YEAR FLOODPLAIN/FLOODWAY. ANY DEVELOPMENT WITHIN THE
FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF
CITY MUNICIPAL CODE. THE DEVELOPER SHALL OBTAIN A FLOODPLAIN USE PERMIT
FROM THE CITY OF FORT COLLINS AND PAY ALL APPLICABLE FLOODPLAIN USE
PERMIT FEES PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY (BUILDING OF
STRUCTURES, GRADING, FILL, DETENTION PONDS, BIKE PATHS, PARKING LOTS,
UTILITIES, LANDSCAPED AREAS, FLOOD CONTROL CHANNELS, ETC.) WITHIN THE CITY
OF FORT COLLINS FLOODPLAIN LIMITS AS DELINEATED ON THE FINAL SUBDIVISION
PLAT
12.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH
MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF
COLORADO.
13.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY,
WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
8.ANY PEDESTRIAN BRIDGES IN THE FLOODWAY THAT ARE NOT ABLE TO PASS THE 100
YEAR FLOW ARE REQUIRED TO BE “BREAKAWAY” AND TETHERED.
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
KEYMAP
CABLE
F.O.
TE
MH
24" SS 24" SS 24" SS 24" SS
24" SS24" SS24" SS24" SS
24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS
EEE
EEEEEEEEE
EEEEE
EEEEE
EEEEE
EEEE
TT
T
T
T
T
T
TTTTTTTTTTTTTTTTTTTTTTT GW W W W W W W W W W W W W W W W W W W W W W W W W W
12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEE
GGGGGGGG
G
G
GG GGGGGGGGGX
X
XXXXX
X
X
XXX
XX
XX
XXXX
X
X
X
X
XXXXXXXX
X
X
X
X
XXX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH
/ / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST
U1 U2
U3 U4
HY DVAULT
ELEC
SS
SSS
TRAFFIC
VAULTT SVAULT
ELEC
S
VAULT
ELEC
VAULT
ELEC
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
ELEC
CONTROL
IRR
CONTROL
IRR
IRR W
V.P.
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
S
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR HY DS S
15" SS15" SS18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS
21" SS 21" SS 21" SS
21" SS21" SS21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS8" SS8
"
S
S
8" SS 8" SS 8" SS 8" SS 8" SS8" SSEEEEEEEEEEEEEEEEEEEEETTTTTTTTTTTTTTTTTGGGGGGGGGGGGGGGGGGGGGWWEW W W W W W W W W W W W W W WW
12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WWEEEEEEE15" SS30" W36" W36" W36" W36" WWWWUDUDUDUD
W W W W W
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W
EXISTING 8" WATERLINE
EXISTING 18" CLAY
SANITARY SEWER
EXISTING 12" WATERLINE
EXISTING 12" WATERLINE
EXISTING 36" WATERLINE
EXISTING ELECTRIC
VAULT (TYP.)
30' HALF ROW
6' SIDEWALK6' SIDEWALK
6' SIDEWALK6' SIDEWALK6' SIDEWALK
6' SIDEWALK 9' SIDEWALK9' SIDEWALK
8' SIDEWALK
4.5' SIDEWALK
S SHIELDS ST.HOBBIT ST.
4.5' SIDEWALK
5' SIDEWALK9' SIDEWALKEXISTING 8" PVC
SANITARY SEWER
SSSS
SSWWWFFFFFFE
E
E EG
G
G GEG G
G G G G G G G
G G G G G G G
GG
GTEEEEEEEEE
TETGGETTTE
ETEEE E E E E E E
E EGG
SSEEEEE E E E E
EE
EEEVAULT
ELEC
VAULT
ELEC
G G G G G G G
E E E E E E E E
EGGGGGGGGGGGGGGGG
G G G G
WWWUD
PROPOSED 8"
PVC WATER
EXISTING 15"
SANITARY SEWER
PROPOSED SANITARY
SERVICE (TYP.)
PROPOSED 8"
PVC SANITARY
SEWER
PROPOSED FIRE
SERVICE (TYP.)
PROPOSED WATER
SERVICE (TYP.)
26'
FL-FL
6' SID
E
W
A
L
K
31'
FL-FL
26'
FL-FL
26'
FL-FL
26'
FL-FL
26'
FL-FL
26'
FL-FL
EXISTING 30" WATERLINE
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
EXISTING 21" CLAY
SANITARY SEWER
6' SIDEWALK
PROPOSED
FIRE HYDRANT
PROPOSED 2'
SIDEWALK
CHASE
PROPOSED 2'
SIDEWALK
CHASE
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
SIDEWALK
CHASE
26' EMERGENCY
ACCESS
EASEMENT
26'
EMERGENCY
ACCESS
EASEMENT
26' EMERGENCY
ACCESS
EASEMENT
26' EMERGENCY
ACCESS
EASEMENT
31' EMERGENCY
ACCESS
EASEMENT
26' EMERGENCY
ACCESS
EASEMENT
33' WATERLINE
EASEMENT
PROPOSED
FIRE HYDRANT
PROPOSED 8"
PVC WATER
EXISTING SIDEWALKLOT 1
LOT 1
PROPOSED FIRE
HYDRANT
PROPOSED FIRE
HYDRANT
EXISTING 8" PVC
WATER
EXISTING
UNDERDRAIN
EXISTING FIRE
HYDRANT
EXISTING
SERVICES
CONNECT TO EXISTING
SANITARY SEWER MANHOLE
CONNECT TO
EXISTING
WATERLINE 9' SIDEWALK9' SIDEWALKNEW MH CONNECTIONS TO
EXISTING SANITARY SHALL
BE MADE W/ PRECAST MH
PROPOSED 2'
CONCRETE PAN
SANITARY LINE A
SEE SHEET SS1
STORM DRAIN 1
SEE SHEET ST1
PROPOSED
IRRIGATION SERVICE
PROPOSED
STORM CHAMBERS
STORM DRAIN 4-B
SEE SHEET ST4
STORM DRAIN 4-A
SEE SHEET ST4
STORM DRAIN 4
SEE SHEET ST4
STORM DRAIN 1-8
SEE SHEET ST2
STORM DRAIN 1-7
SEE SHEET ST2
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 CITY OF FORT COLLINS UTILITIES
SPECIFICATIONS , LATEST EDITION, 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 CITY OF FORT COLLINS UTILITY
SPECIFICATIONS SANITARY SEWER DESIGN TECHNICAL 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 4.5'-5' 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 CITY OF FORT COLLINS STREET REPAIR 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.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE CITYREGULATED, 100YEAR
CANAL IMPORTATION FLOODPLAIN/FLOODWAY AS WELL AS THE FEMA REGULATED
SPRING CREEK 100YEAR FLOODPLAIN/FLOODWAY. ANY DEVELOPMENT WITHIN THE
FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF
CITY MUNICIPAL CODE. THE DEVELOPER SHALL OBTAIN A FLOODPLAIN USE PERMIT
FROM THE CITY OF FORT COLLINS AND PAY ALL APPLICABLE FLOODPLAIN USE
PERMIT FEES PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY (BUILDING OF
STRUCTURES, GRADING, FILL, DETENTION PONDS, BIKE PATHS, PARKING LOTS,
UTILITIES, LANDSCAPED AREAS, FLOOD CONTROL CHANNELS, ETC.) WITHIN THE CITY
OF FORT COLLINS FLOODPLAIN LIMITS AS DELINEATED ON THE FINAL SUBDIVISION
PLAT
12.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH
MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF
COLORADO.
13.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY,
WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
8.ANY PEDESTRIAN BRIDGES IN THE FLOODWAY THAT ARE NOT ABLE TO PASS THE 100
YEAR FLOW ARE REQUIRED TO BE “BREAKAWAY” AND TETHERED.
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
SheetTHE QUARRY BY WATERMARKThese 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 27
U1 UTILITY PLAN6
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
NORTH
KEYMAP
CABLE
F.O.
TE
MH
24" SS 24" SS 24" SS 24" SS
24" SS24" SS24" SS24" SS
24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS
EEE
EEEEEEEEE
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TTTTTTTTTTTTTTTTTTTTTTT GW W W W W W W W W W W W W W W W W W W W W W W W W W
12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEE
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X
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X
XXX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH
/ / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST
U1 U2
U3 U4
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
SEE SHEET U3 SEE SHEET U2
BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBXXXXXXXXXXXXXXXXXXXV.P.
S
S
MH
S
S18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS
21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SSXFDC
F UDE E E E
U
D
U
D
U
D
U
D
U
DUDUDUD
UD
UD
UD UD UD UD UD UD UD UD UD UDSS
W W W W
S
S
UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDS
HY DMH
S
HY D
MM
MH
30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W
XXXXXXXXXXXXXXXXXXXXXSSSS
30" W 30" W
WINNE GRANT R/JOHNELLE S
1821 WALLENBERG DR9' SIDEWALK9' SIDEWALK9' SIDEWALK9' SIDEWALK7' SIDEWALK7' SIDEWALK7' SIDEWALK6' SIDEWALK9' SIDEWALK
6' SIDEWALKS SSSWWF
FE
E
E EEEG
G
G GGGE E
EET
G
TTG G G G G G G G
G G G
G
G
GGGGGGGGGGGGG
GEE
TETEE
E E E E E E E E E
E E E
E
E
S
SWSWSWSWSWW
WWWFSS
E EVAULT
ELEC
VAULT
ELEC
G G G
G
E
E
EEG G G G GGGGE E E E EEEEG
UDUDUDUDUDUDWW
UD
PROPOSED 8"
PVC WATER WALLENBERG DR.PROPOSED SANITARY
SERVICE (TYP.)
PROPOSED WATER
SERVICE (TYP.)
26'
FL-FL
26'
FL-FL
26'
FL-FL
6' SID
E
W
A
L
K
6' SIDEWALK
4' SIDEWALK
4' SIDEWALK
26'
FL-FL
PROPOSED RAIN
GARDEN OUTFALL PIPE
PROPOSED
RAIN GARDEN
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
7' SIDEWALK26' EMERGENCY
ACCESS
EASEMENT
26' EMERGENCY
ACCESS
EASEMENT
26' EMERGENCY
ACCESS
EASEMENT
5' SIDEWALK4' SIDEWALK33' WATERLINE
EASEMENT
PROPOSED 8"
PVC WATER
RAIN GARDEN
BIOMEDIA AREAEXIST
ING
8
' TRAIL
TRACT A
FEMA 100-YR
HIGH RISK
FLOOD FRINGE
CITY OF FORT
COLLINS 100-YR
FLOODPLAIN
NATURAL AREA
BUFFER
EXISTING 8" PVC
WATER
EXISTING
UNDERDRAIN
CANAL
IMPORTAT
ION
CANAL IMPORTATIONPROPOSED 8"
PVC WATER
CONNECT TO
EXISTING
WATERLINE
PROPOSED 8" PVC
WATER
LOT 1
LOT 1
CONNECT TO EXISTING
SANITARY SEWER MANHOLE
EXISTING FH
EXISTING FH
EXISTING 30" WATERLINE
CONNECT TO
EXISTING
WATERLINE
CONNECT TO
EXISTING
WATERLINE
NATURAL AREA
BUFFER6' SIDEWALK6' SIDEWALK
12' ACCESS TRAILPROPOSED 2'
SIDEWALK CHASE
PROPOSED 1'
SIDEWALK CHASE
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
SIDEWALK CHASE
NEW MH CONNECTIONS TO
EXISTING SANITARY SHALL
BE MADE W/ PRECAST MH
NEW MH CONNECTIONS TO
EXISTING SANITARY SHALL
BE MADE W/ PRECAST MH
SANITARY LINE B
SEE SHEET SS2 SANITARY LINE C
SEE SHEET SS3
STORM DRAIN 1
SEE SHEET ST1
PROPOSED 2'
CONCRETE PAN
PROPOSED
RETAINING WALL
(TYP.)
PROPOSED
RETAINING WALL
(TYP.)
PROPOSED WATER SERVICE
w/ INTERNAL METER (TYP.)
PROPOSED WATER SERVICE
w/ INTERNAL METER (TYP.)
PROPOSED 2'
CONCRETE PAN
PROPOSED STORM
CHAMBERS
NATURAL AREA
BUFFER
CITY OF FORT COLLINS
100-YR FLOODWAY
STORM DRAIN 3
SEE SHEET ST3
STORM DRAIN 2
SEE SHEET ST3
STORM DRAIN 5
SEE SHEET ST5
STORM DRAIN 5-2
SEE SHEET ST5
UNDERDRAIN 1
SEE SHEET ST6
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 CITY OF FORT COLLINS UTILITIES
SPECIFICATIONS , LATEST EDITION, 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 CITY OF FORT COLLINS UTILITY
SPECIFICATIONS SANITARY SEWER DESIGN TECHNICAL 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 4.5'-5' 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 CITY OF FORT COLLINS STREET REPAIR 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.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE CITYREGULATED, 100YEAR
CANAL IMPORTATION FLOODPLAIN/FLOODWAY AS WELL AS THE FEMA REGULATED
SPRING CREEK 100YEAR FLOODPLAIN/FLOODWAY. ANY DEVELOPMENT WITHIN THE
FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF
CITY MUNICIPAL CODE. THE DEVELOPER SHALL OBTAIN A FLOODPLAIN USE PERMIT
FROM THE CITY OF FORT COLLINS AND PAY ALL APPLICABLE FLOODPLAIN USE
PERMIT FEES PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY (BUILDING OF
STRUCTURES, GRADING, FILL, DETENTION PONDS, BIKE PATHS, PARKING LOTS,
UTILITIES, LANDSCAPED AREAS, FLOOD CONTROL CHANNELS, ETC.) WITHIN THE CITY
OF FORT COLLINS FLOODPLAIN LIMITS AS DELINEATED ON THE FINAL SUBDIVISION
PLAT
12.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH
MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF
COLORADO.
13.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY,
WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
8.ANY PEDESTRIAN BRIDGES IN THE FLOODWAY THAT ARE NOT ABLE TO PASS THE 100
YEAR FLOW ARE REQUIRED TO BE “BREAKAWAY” AND TETHERED.
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
SheetTHE QUARRY BY WATERMARKThese 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 27
U2 UTILITY PLAN7
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
NORTH
KEYMAP
CABLE
F.O.
TE
MH
24" SS 24" SS 24" SS 24" SS
24" SS24" SS24" SS24" SS
24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS
EEE
EEEEEEEEE
EEEEE
EEEEE
EEEEE
EEEE
TT
T
T
T
T
T
TTTTTTTTTTTTTTTTTTTTTTT GW W W W W W W W W W W W W W W W W W W W W W W W W W
12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEE
GGGGGGGG
G
G
GG GGGGGGGGGX
X
XXXXX
X
X
XXX
XX
XX
XXXX
X
X
X
X
XXXXXXXX
X
X
X
X
XXX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH
/ / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST
U1 U2
U3 U4
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
SEE SHEET U4SEE SHEET U1
CABLE
F.O.
VAULT
ELECVAULT
ELEC
T
E
T S
H2O
TRAFFIC
VAULTT SVAULT
ELEC
CONTROL
IRR
CONTROL
IRR
IRR W
V.P./ / / / / / / // / / / / / / /GGGGEEFOFOEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGG30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W36" W36" W36" W36" W36" W8" W 8" WD
F.O.
D
S
ELEC
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /STSTSTSTSTSTSTSTSTSTSTSTSS SS STHILL POND CONDOMINIUMS
S
SSSSSSSSSSSSSSSSSSSSSSSSSSSSEXISTING 36" WATERLINE
6' SIDEWALK
6' SIDE
W
A
L
K
E E E E E E E E E
E
E
E
E
E
E
E
E
E
E EG G G G G G G G
G
G
G
G
G
G
G
G
G
G GF TESSVAULT
ELEC
WW
UD
UD
UD
PROPOSED 8"
PVC WATER
S SHIELDS ST.6' SID
E
W
A
L
K
60'
FL-FL
PROPOSED 2'
CONCRETE CHASE
26' EMERGENCY
ACCESS
EASEMENT
EXISTING 26"
STORM DRAIN
EXISTING 30"
STORM DRAIN
EXIS
TI
N
G
S
P
RI
N
G
C
R
E
E
K
T
R
AI
L
PROPOSED
FIRE HYDRANT
SPRI
N
G
C
R
E
E
K
PROPOSED 4'
SIDEWALK CULVERT
TRACT C
LOT 1
NATURAL AREA
BUFFER
EXISTING 8" WATERLINE
EXISTING 30"
WATERLINE
EXISTING SIDEWALKLOT 1
TRACT B
FEMA 100-YR
HIGH RISK
FLOOD FRINGE
CONNECT TO
EXISTING
WATERLINE
EXISTING 18" CLAY
SANITARY SEWER
PROPOSED
POND OUTFALL
9' SIDEWALK
PROPOSED
STORM CHAMBERS
PROPOSED 2'
CONCRETE PAN
FEMA 100-YR
FLOODWAY
STORM DRAIN 4
SEE SHEET ST4
STORM DRAIN 5
SEE SHEET ST5
STORM DRAIN 6
SEE SHEET ST6
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 CITY OF FORT COLLINS UTILITIES
SPECIFICATIONS , LATEST EDITION, 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 CITY OF FORT COLLINS UTILITY
SPECIFICATIONS SANITARY SEWER DESIGN TECHNICAL 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 4.5'-5' 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 CITY OF FORT COLLINS STREET REPAIR 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.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE CITYREGULATED, 100YEAR
CANAL IMPORTATION FLOODPLAIN/FLOODWAY AS WELL AS THE FEMA REGULATED
SPRING CREEK 100YEAR FLOODPLAIN/FLOODWAY. ANY DEVELOPMENT WITHIN THE
FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF
CITY MUNICIPAL CODE. THE DEVELOPER SHALL OBTAIN A FLOODPLAIN USE PERMIT
FROM THE CITY OF FORT COLLINS AND PAY ALL APPLICABLE FLOODPLAIN USE
PERMIT FEES PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY (BUILDING OF
STRUCTURES, GRADING, FILL, DETENTION PONDS, BIKE PATHS, PARKING LOTS,
UTILITIES, LANDSCAPED AREAS, FLOOD CONTROL CHANNELS, ETC.) WITHIN THE CITY
OF FORT COLLINS FLOODPLAIN LIMITS AS DELINEATED ON THE FINAL SUBDIVISION
PLAT
12.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH
MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF
COLORADO.
13.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY,
WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
8.ANY PEDESTRIAN BRIDGES IN THE FLOODWAY THAT ARE NOT ABLE TO PASS THE 100
YEAR FLOW ARE REQUIRED TO BE “BREAKAWAY” AND TETHERED.
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
SheetTHE QUARRY BY WATERMARKThese 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 27
U3 UTILITY PLAN8
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
NORTH
KEYMAP
CABLE
F.O.
TE
MH
24" SS 24" SS 24" SS 24" SS
24" SS24" SS24" SS24" SS
24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS
EEE
EEEEEEEEE
EEEEE
EEEEE
EEEEE
EEEE
TT
T
T
T
T
T
TTTTTTTTTTTTTTTTTTTTTTT GW W W W W W W W W W W W W W W W W W W W W W W W W W
12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEE
GGGGGGGG
G
G
GG GGGGGGGGGX
X
XXXXX
X
X
XXX
XX
XX
XXXX
X
X
X
X
XXXXXXXX
X
X
X
X
XXX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH
/ / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST
U1 U2
U3 U4
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
SEE SHEET U1
SEE SHEET U450' PUBLIC ACCESS &
TRAIL EASEMENT
BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBXUDUDUDUDUDUDUDUDELEC
XXXXXXXXXXXXXWINNE GRANT R/JOHNELLE S
1821 WALLENBERG DR
ERIKSEN CHRISTOPHER M
1825 WALLENBERG DR
MCCOY JOHN H/SHERRY P
1900 S SHIELDS ST
6' SIDE
W
A
L
K
E
E
E EEG
G
G GG6' SID
E
W
A
L
K
PROPOSED POND
OUTFALL
EXISTING 6"
CMP STORM
DRAIN
EXISTING
UNDERDRAIN
26' EMERGENCY
ACCESS
EASEMENT
SPRING CREEK
EXISTING
S
P
R
I
N
G
C
R
E
E
K
T
R
A
I
L
TRACT B
FEMA 100-YR
HIGH RISK
FLOOD FRINGE
CITY OF FORT
COLLINS 100-YR
FLOODPLAIN
NATURAL AREA
BUFFER CANAL IMPORTATIONLOT 1
TRACT AFEMA 100-YR
HIGH RISK
FLOOD FRINGE 12' ACCESS TRAILPROPOSED 2'
CONCRETE PAN
PROPOSED
RETAINING WALL
(TYP.)
50' PUBLIC ACCESS &
TRAIL EASEMENT
FEMA 100-YR
FLOODWAY CITY OF FORT COLLINS
100-YR FLOODWAY
STORM DRAIN 5
SEE SHEET ST5
STORM DRAIN 5-2
SEE SHEET ST5
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 CITY OF FORT COLLINS UTILITIES
SPECIFICATIONS , LATEST EDITION, 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 CITY OF FORT COLLINS UTILITY
SPECIFICATIONS SANITARY SEWER DESIGN TECHNICAL 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 4.5'-5' 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 CITY OF FORT COLLINS STREET REPAIR 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.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE CITYREGULATED, 100YEAR
CANAL IMPORTATION FLOODPLAIN/FLOODWAY AS WELL AS THE FEMA REGULATED
SPRING CREEK 100YEAR FLOODPLAIN/FLOODWAY. ANY DEVELOPMENT WITHIN THE
FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF
CITY MUNICIPAL CODE. THE DEVELOPER SHALL OBTAIN A FLOODPLAIN USE PERMIT
FROM THE CITY OF FORT COLLINS AND PAY ALL APPLICABLE FLOODPLAIN USE
PERMIT FEES PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY (BUILDING OF
STRUCTURES, GRADING, FILL, DETENTION PONDS, BIKE PATHS, PARKING LOTS,
UTILITIES, LANDSCAPED AREAS, FLOOD CONTROL CHANNELS, ETC.) WITHIN THE CITY
OF FORT COLLINS FLOODPLAIN LIMITS AS DELINEATED ON THE FINAL SUBDIVISION
PLAT
12.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH
MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF
COLORADO.
13.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY,
WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
8.ANY PEDESTRIAN BRIDGES IN THE FLOODWAY THAT ARE NOT ABLE TO PASS THE 100
YEAR FLOW ARE REQUIRED TO BE “BREAKAWAY” AND TETHERED.
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
SheetTHE QUARRY BY WATERMARKThese 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 27
U4 UTILITY PLAN9
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
NORTH
KEYMAP
CABLE
F.O.
TE
MH
24" SS 24" SS 24" SS 24" SS
24" SS24" SS24" SS24" SS
24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS
EEE
EEEEEEEEE
EEEEE
EEEEE
EEEEE
EEEE
TT
T
T
T
T
T
TTTTTTTTTTTTTTTTTTTTTTT GW W W W W W W W W W W W W W W W W W W W W W W W W W
12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEE
GGGGGGGG
G
G
GG GGGGGGGGGX
X
XXXXX
X
X
XXX
XX
XX
XXXX
X
X
X
X
XXXXXXXX
X
X
X
X
XXX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH
/ / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST
U1 U2
U3 U4
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
SEE SHEET U2
SEE SHEET U3
SSST SH2OTRAFFICVAULTT SVAULTELECSVAULTELECVAULTELECCONTROLIRRCONTROLIRRCONTROLIRRELECCONTROLIRRCONTROLIRRIRRWV.P.CONTROLIRRCONTROLIRRCONTROLIRRSCONTROLIRRCONTROLIRRCONTROLIRRCONTROLIRRS15" SS 18" SS18" SS18" SS18" SS18" SS18" SS21" SS21" SS 21" SS21" SS21" SS21" SS21" SS8" SS/ / / / / / / /EEEEEEEEEEEETTTTTTTTTTGGGGGGGGGGGGGWWWWWWWW12" W12" W12" W12" W12" W12" W12" WEEEEEEEG30" W30" W36" W 36" W
36" W8" WD/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /30" W30" W30" W30" W30" W30" WSSSSSSSSWWFF
FEEEEEEEGGGGGGGFGGGGGGTEETEGETTEEGSSEEEEEEEVAULTELECVAULTELECGGGGGGGGGWWWUDS SHIELDS STREET
SSMH A1
STA 10+00.00
N: 1449316.39
E: 3113247.23
194.79 LF
8" PVC
@ 0.50%SSMH A2
STA 11+94.79
N: 1449121.61
E: 3113247.13
146.01 LF 8" PVC @ 0.50%
SSMH A3
STA 13+40.79
N: 1448975.60
E: 3113247.05
PROPOSED
FIRE HYDRANT
EXISTING 12"
WATERHOBBIT STREETPROPOSED
FIRE HYDRANT
EXISTING 18"
SANITARY SEWER
EXISTING 21"
SANITARY SEWER
EXISTING 8"
WATER LINE
PROPOSED
FIRE HYDRANT
EXISTING 30"
WATER LINE
PROPOSED
FIRE HYDRANT
CONNECT TO
EXISTING SANITARY
SEWER LINE w/
PRECAST MH 6' SIDEWALK6' SIDEWALK6' SIDEWALK9' SIDEWALK6' SIDEWALK9' SIDEWALKPROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 8"
PVC WATER
PROPOSED 4'
SIDEWALK CULVERT
SANITARY LINE A2
SEE THIS SHEET - RIGHT
STORM DRAIN 4
SEE SHEET ST4
STORM DRAIN 4-4B
SEE SHEET ST4
STORM DRAIN 1
SEE SHEET ST1
STORM DRAIN 4-4A
SEE SHEET ST4
4995
5000
5005
5010
5015
5020
5025
5030
5035
4995
5000
5005
5010
5015
5020
5025
5030
5035
9+50 10+00 11+00 12+00 13+00 14+00SSMH A1STA 10+00.00RIM 5016.2±INV. IN 5005.85 (W)INV. IN 5007.44 (S)INV. OUT 5006.51 (E)194.79 LF 8" PVC @ 0.50%SSMH A2STA 11+94.79RIM 5017.6±INV. IN 5008.51 (S)INV. IN 5008.51 (E)INV. OUT 5008.41 (N)146.01 LF 8" PVC @ 0.50%SSMH A3STA 13+40.79RIM 5016.5±INV. OUT 5009.24 (N)PROPOSED
GROUND
EXISTING
GROUND
6" PVC WATER
STA.=10+94.02
TOP=5012.98
6" PVC WATER
STA.=13+08.52
TOP=5012.17
S
S
VAULT
ELEC
VAULT
ELEC
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
ELEC
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
S
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS21" SS21" SS 21" SS 21" SS 21" SS 21" SS 21" SS
EEEEEEEEEETTTTTTTTGGGGGGGGG12" W12" W12" W12" W12" W12" W/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" WSSSSSWFFFTET TT
EE E EGEEEE
E
EEVAULT
ELEC
G GEE
GGGGGGGGGGG G
WW6' SIDEWALK6' SIDEWALK6' SIDEWALK
9' SIDEWALK
SSMH A2
STA 10+00.00
N: 1449121.61
E: 3113247.13
206.57 LF 8" PVC @ 0.50%
SSMH A2-1
STA 12+06.57
N: 1449121.61
E: 3113453.70SANITARY LINE A
SEE THIS SHEET - LEFT
STORM DRAIN 4-4A
SEE SHEET ST4
STORM DRAIN 1-7
SEE SHEET ST2
STORM DRAIN 1-8
SEE SHEET ST2
PROPOSED 4'
CONCRETE PAN
EXISTING 18"
SANITARY SEWER
STORM DRAIN 1
SEE SHEET ST1
PROPOSED
ELECTRIC
EXISTING 21"
SANITARY SEWER
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
EXISTING 30"
WATER LINE
PROPOSED
GAS
4995
5000
5005
5010
5015
5020
5025
5030
5035
4995
5000
5005
5010
5015
5020
5025
5030
5035
9+50 10+00 11+00 12+00 12+50SSMH A2STA ???RIM 5017.6±INV. IN 5008.51 (S)INV. IN 5008.51 (E)INV. OUT 5008.41 (N)206.57 LF 8" PVC @ 0.50%SSMH A2-1STA ???RIM 5015.4±INV. OUT 5009.54 (W)PROPOSED
GROUND
EXISTING
GROUND
8" PVC WATER
STA.=10+10.00
TOP=5013.00
SheetTHE QUARRY BY WATERMARKThese 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 27
SS1 PLAN & PROFILESANITARY SEWER LINES A & A210
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
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
PROFILE SCALE:
SANITARY LINE A
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL SANITARY CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS WATER AND
WASTEWATER DESIGN CRITERIA.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
6.ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC.
7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
W
EXISTING STORM SEWER
SPROPOSED SEWER SERVICE
EXISTING SANITARY SEWER SS
PROPOSED AREA STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
W
EASEMENT LINE
PROPOSED RIGHT OF WAY
PROPOSED COMBO STORM INLET
PROPOSED TYPE-R STORM INLET
PROPOSED WATER SERVICE
KEYMAP
CABLE
F.O.
TE
MH
24" SS 24" SS 24" SS 24" SS
24" SS24" SS24" SS24" SS
24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS
EEE
EEEEEEEEE
EEEEE
EEEEE
EEEEE
EEEE
TT
T
T
T
T
T
TTTTTTTTTTTTTTTTTTTTTTT GW W W W W W W W W W W W W W W W W W W W W W W W W W
12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEE
GGGGGGGG
G
G
GG GGGGGGGGGX
X
XXXXX
X
X
XXX
XX
XX
XXXX
X
X
X
X
XXXXXXXX
X
X
X
X
XXX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH
/ / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST
NORTH
PROFILE SCALE:
SANITARY LINE A2
SANITARY
LINE A
SANITARY
LINE A2
V.P.VAULTELECSSSS18" SS18" SS18" SS18" SS18" SS18" SS18" SS18" SS21" SS21" SS21" SS21" SS21" SS21" SS21" SS8" SS8" SS8" SSWWWFDCFS EEEUDUD
UDUDUDUDUD
UD
UD UDUDUDUDUDSSSSWWWSHYDPROPOSED 4'
PROPOSED
FIRE HYDRANT
S
S
SSSSWWFFFEE
E TTT
GGGGGGGGGGGGGEEETETTS
GSWSWSWSWSW
WW
WFSEEEEVAULTELECVAULTELECVAULTELECEEGGGGGGGEEEEEEEGWW
WPROPOSED 8"
PVC WATER
SANITARY LINE C
SEE SHEET SS3
SANITARY LINE A2
SEE SHEET SS1
STORM DRAIN 1
SEE SHEET ST1
28.08 LF
8" PVC
@ 1.92%
EXMH B
STA 10+00.00
N: 1449490.59
E: 3113685.55
184.27 LF 8" PVC @ 0.50%148.03 LF 8" PVC @ 0.50%
STORM LINE 1
SEE SHEET ST1
STORM DRAIN 1-7
SEE SHEET ST2
STORM DRAIN 1-8
SEE SHEET ST2
EXISTING 8"
SANITARY SEWER
EXISTING 8"
WATER LINE
EXISTING
UNDERDRAIN
EXISTING 18"
SANITARY SEWER
EXISTING 21"
SANITARY SEWER
PROPOSED
FIRE HYDRANT
PROPOSED 4'
CONCRETE PAN
PROPOSED
FIRE HYDRANT
NEW MH CONNECTIONS TO
EXISTING SANITARY SHALL
BE MADE w/ PRECAST MH
CONNECT TO
EXISTING MH
CONNECT TO
EXISTING MH
SANITARY LINE B1
SEE THIS SHEET-RIGHT
SSMH B2
STA 11+76.11
N: 1449314.48
E: 3113684.55
SSMH B3
STA 13+60.38
N: 1449130.21
E: 3113684.46
SSMH B1
STA 10+28.08
N: 1449462.51
E: 3113685.39
4990
4995
5000
5005
5010
5015
5020
5025
5030
4990
4995
5000
5005
5010
5015
5020
5025
5030
9+50 10+00 11+00 12+00 13+00 14+00
PROPOSED
GROUND
EXISTING
GROUNDEXMH BSTA 10+00.00RIM 5012.5±INV. OUT 5003.93 (S)28.08 LF
8" PVC
@ 1.92%SSMH B1STA 10+28.08RIM 5012.8±INV. IN 5003.39 (N)INV. IN 5003.39 (S)INV. IN 5003.19 (W)148.03 LF 8" PVC @ 0.50%SSMH B2STA 11+76.11RIM 5013.4±INV. IN 5004.23 (S)INV. IN 5004.06 (W)INV. OUT 5004.13 (N)INV. OUT 5004.03 (E)184.27 LF 8" PVC @ 0.50%SSMH B3STA 13+60.38RIM 5014.3±INV. OUT 5005.15 (N)8" PVC WATER
STA.=12+41.83
TOP=5008.43
8" PVC WATER
STA.=10+38.86
TOP=5008.29 24" RCP STORM
STA.=12+28.73
INV.=5009.65
V.P.
VAULT
ELEC
S
S
S
S
18" SS 18" SS 18" SS 18" SS 18" SS 18" SS
21" SS 21" SS 21" SS 21" SS
8" SS 8" SS 8" SSW WW / / / / / / / // / / / / / / /FDC
FS
E E
UDU
D
U
D
UDUDUDUD
UD UDSSSSSSSS
W W W
S
HY DSS WWF
EET
G G
G G G
G
E E E
TW
FE VAULT
ELEC
VAULT
ELEC
G G G G G GGE E E E E EEG
W126.63 LF 8" PVC @ 0.50%
EXMH B1-1
STA 11+26.63
N: 1449464.13
E: 3113558.77
EXISTING 8"
SANITARY SEWER
EXISTING 8"
WATER LINE
EXISTING
UNDERDRAIN
EXISTING 21"
SANITARY SEWER
PROPOSED
FIRE HYDRANT
PROPOSED 4'
CONCRETE PAN
CONNECT TO
EXISTING MH
CONNECT TO
EXISTING MH
EXISTING 18"
SANITARY SEWERPROPOSED 8"
PVC WATER
STORM LINE 1-7
SEE SHEET ST2
STORM LINE 1
SEE SHEET ST1
SANITARY LINE B
SEE THIS SHEET-LEFT
SSMH B1
STA 10+00.00
N: 1449462.51
E: 3113685.39
4990
4995
5000
5005
5010
5015
5020
5025
5030
4990
4995
5000
5005
5010
5015
5020
5025
5030
9+5010+0011+0012+00 SSMH B1STA 10+00.00RIM 5012.8±INV. IN 5003.39 (N)INV. IN 5003.39 (S)INV. IN 5003.19 (W)EXMH B1-1STA 11+26.63RIM 5014.0±INV. OUT 5003.82 (E)INV. OUT 5003.90 (N)INV. OUT 5003.97 (W)126.63 LF 8" PVC @ 0.50%
EXISTING
GROUND
SheetTHE QUARRY BY WATERMARKThese 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 27
SS2 PLAN & PROFILESANITARY SEWER LINES B & B111CALL 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
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
PROFILE SCALE:
SANITARY LINE B
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL SANITARY CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS WATER AND
WASTEWATER DESIGN CRITERIA.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
6.ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC.
7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
W
EXISTING STORM SEWER
SPROPOSED SEWER SERVICE
EXISTING SANITARY SEWER SS
PROPOSED AREA STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
W
EASEMENT LINE
PROPOSED RIGHT OF WAY
PROPOSED COMBO STORM INLET
PROPOSED TYPE-R STORM INLET
PROPOSED WATER SERVICE
KEYMAP
CABLE
F.O.
TE
MH
24" SS 24" SS 24" SS 24" SS
24" SS24" SS24" SS24" SS
24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS
EEE
EEEEEEEEE
EEEEE
EEEEE
EEEEE
EEEE
TT
T
T
T
T
T
TTTTTTTTTTTTTTTTTTTTTTT GW W W W W W W W W W W W W W W W W W W W W W W W W W
12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEE
GGGGGGGG
G
G
GG GGGGGGGGGX
X
XXXXX
X
X
XXX
XX
XX
XXXX
X
X
X
X
XXXXXXXX
X
X
X
X
XXX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH
/ / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST
NORTH
SANITARY LINE B1
PROFILE SCALE:
NORTH
SANITARY
LINE B
SANITARY
LINE B1
S
S
SSWWFFEEEGGGEE
TTT
GGGGGGGGGGGGGGTET
EEEEEEEEESSWSWSWSWSW
WW
W
WFS
SEVAULTELECVAULTELECGGEEGGGGEEEEGUD
UD
UD
WW UDB
B
B
B
B
B
B
B
B
BBBBBB
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
BBBBB
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B BB
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B BBB
B
B
B
B
B
B
B BB
B
B
B
B
B
BB
B
B
B
B
B
B
B
B
B
B
B BB
B BB
B
B
B
B BBB
B BB
X
X
X
X
XXX
SS18" SS18" SS18" SS18" SS18" SS18" SS18" SS18" SS21" SS21" SS21" SS21" SS21" SS21" SS21" SSUDSUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMHHYDMM30" W30" W30" W30" W30" W30" W30" W30" WX
X
X
X
SSMH C1
STA 10+00.00
N: 1449313.88
E: 3113852.00
271.03 LF 8" PVC @ 0.50%
SSMH C2
STA 12+71.03
N: 1449042.85
E: 3113851.86
PROPOSED 8"
PVC WATER
SANITARY LINE B
SEE SHEET SS2
EXISTING 18"
SANITARY SEWER
EXISTING 21"
SANITARY SEWER
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
RAIN GARDEN
PROPOSED 2'
CONCRETE PAN
CANAL I
M
P
O
R
T
A
T
I
O
N
PROPOSED 4'
CONCRETE PAN
EXISTING SANITARY
SEWER MANHOLE
PROPOSED 2'
CONCRETE PAN
EXISTING 30"
WATER LINE
NEW MH CONNECTIONS TO
EXISTING SANITARY SHALL
BE MADE W/ PRECAST MH
STORM DRAIN 1
SEE SHEET ST1
SANITARY LINE B1
SEE SHEET SS2
STORM DRAIN 5
SEE SHEET ST5
STORM DRAIN 3
SEE SHEET ST3
STORM DRAIN 2
SEE SHEET ST3
EXISTING 21"
SANITARY SEWER
STORM DRAIN 5-2
SEE SHEET ST5
UNDERDRAIN
SEE SHEET ST6
4990
4995
5000
5005
5010
5015
5020
5025
5030
4990
4995
5000
5005
5010
5015
5020
5025
5030
9+50 10+00 11+00 12+00 13+00 13+50SSMH C1STA 10+00.00RIM 5012.5±INV. IN 5003.19 (W)INV. IN 5003.39 (S)INV. OUT 5002.99 (E)271.03 LF 8" PVC @ 0.50%SSMH C2STA 12+71.03RIM 5013.0±INV. OUT 5004.75 (N)8" PVC WATER
STA.=12+03.09
TOP=5007.77
24" RCP STORM
STA.=10+28.23
INV.=5009.08
PROPOSED
GROUND
EXISTING
GROUND
SheetTHE QUARRY BY WATERMARKThese 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 27
SS3 PLAN & PROFILESANITARY SEWER LINE C12CALL 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
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
PROFILE SCALE:
SANITARY LINE C
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL SANITARY CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS WATER AND
WASTEWATER DESIGN CRITERIA.
3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF
NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED
WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
6.ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC.
7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
W
EXISTING STORM SEWER
SPROPOSED SEWER SERVICE
EXISTING SANITARY SEWER SS
PROPOSED AREA STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
W
EASEMENT LINE
PROPOSED RIGHT OF WAY
PROPOSED COMBO STORM INLET
PROPOSED TYPE-R STORM INLET
PROPOSED WATER SERVICE
KEYMAP
CABLE
F.O.
TE
MH
24" SS 24" SS 24" SS 24" SS
24" SS24" SS24" SS24" SS
24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS
EEE
EEEEEEEEE
EEEEE
EEEEE
EEEEE
EEEE
TT
T
T
T
T
T
TTTTTTTTTTTTTTTTTTTTTTT GW W W W W W W W W W W W W W W W W W W W W W W W W W
12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEE
GGGGGGGG
G
G
GG GGGGGGGGGX
X
XXXXX
X
X
XXX
XX
XX
XXXX
X
X
X
X
XXXXXXXX
X
X
X
X
XXX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH
/ / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST
SANITARY
LINE C
SS
S SSSSS
WWWFFFFFEEEGGGG G G G G GGGGGGGGGEEEEE GE
SG
SWSWSWSWSWWWWWFSSE EEEEE E
EVAULTELECVAULTELECVAULTELECEEGGGGGG GEEEEEEE
GG GGGUDUDUDWWWW
V.P.HYDVAULTELECSSMHSSSSSCONTROLSHYDSS18" SS18" SS18" SS18" SS18" SS18" SS18" SS18" SS18" SS18" SS18" SS18" SS18" SS18" SS18" SS21" SS21" SS21" SS21" SS21" SS21" SS21" SS21" SS21" SS21" SS21" SS21" SS21" SS21" SS8" SS8" SS8" SS8" SS
EG G G G G G G G G WWWWWWWWWWWW
FDCSUD EEEEUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDSSWWW
SSUD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD SHYD
MHSHYDMMMHXXXXXXXXSSSSXXXXXXXXX XINLET 1-13STA 19+34.10N: 1449411.61E: 3113364.05INLET 1-15STA 19+97.70N: 1449427.61E: 3113420.92STMH 1-8STA 16+99.15N: 1449262.04E: 3113468.37INLET 1-6STA 15+16.18N: 1449261.82E: 3113651.34STMH 1-5STA 14+45.32N: 1449261.91E: 3113722.20STMH 1-4STA 14+21.50N: 1449285.73E: 3113722.21INLET 1-2STA 11+12.59N: 1449118.06E: 3113863.44BEND 1-14STA 19+57.08N: 1449427.86E: 3113380.31INLET 1-3STA 12+80.19N: 1449285.65E: 3113863.53BEND 1-12STA 19+28.75N: 1449407.83E: 3113360.26TEE 1-11STA 19+03.32N: 1449382.41E: 3113360.25BEND 1-10STA 18+24.53N: 1449303.61E: 3113360.21BEND 1-9STA 17+65.83N: 1449262.08E: 3113401.69TEE 1-7STA 16+01.50N: 1449261.93E: 3113566.02FES 1-1STA 10+00.00N: 1449118.00E: 3113976.04112.59 LF 30" RCP @ 0.20%167.59 LF 30" RCP @ 0.20%141.32 LF 24" RCP @ 0.20%23.82 LF24" RCP@ 0.50%70.86 LF 24" RCP @ 0.50%85.32 LF 18" RCP @ 0.50%97.66 LF 18" RCP @ 0.50%66.67 LF 8" HDPE @ 0.50%58.70 LF 8" HDPE @ 0.50%78.80 LF 8" HDPE @ 0.50%25.43 LF 8" HDPE @ 0.50%22.98 LF 8" HDPE @ 0.50%40.62 LF8" HDPE@ 0.50%5.35 LF 8" HDPE @ 0.50%HOBBIT STREETLANDMARKAPARTMENTSEXISTING 18"SANITARY SEWEREXISTING 21"SANITARY SEWEREXISTING 8" PVCWATERPROPOSED FHPROPOSED FHPROPOSED FHPROPOSED FHPROPOSEDUNDERDRAINPROPOSEDRAIN GARDENSANITARY LINE ASEE SHEET SS1SANITARY LINE BSEE SHEET SS2SANITARY LINE CSEE SHEET SS349955000500550105015502050255030499550005005501050155020502550309+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0020+50INLET 1-15STA 19+97.70RIM 5015.1±INV. OUT 5012.22 (W)40.62 LF8" HDPE@ 0.50%BEND 1-14STA 19+57.08RIM 5012.8±INV. IN 5012.02 (E)INV. OUT 5012.02 (SW)22.98 LF8" HDPE@ 0.50%INLET 1-13STA 19+34.10RIM 5015.3±INV. IN 5011.91 (NE)INV. OUT 5011.91 (SW)5.35 LF8" HDPE@ 0.50%BEND 1-12STA 19+28.75RIM 5012.6±INV. IN 5011.88 (NE)INV. OUT 5011.88 (S)25.43 LF8" HDPE@ 0.50%TEE 1-11STA 19+03.32RIM 5012.5±INV. IN 5011.75 (N)INV. OUT 5011.75 (S)78.80 LF 8" HDPE @ 0.50%BEND 1-10STA 18+24.53RIM 5012.1±INV. IN 5011.36 (N)INV. OUT 5011.36 (SE)58.70 LF8" HDPE@ 0.50%BEND 1-9STA 17+65.83RIM 5011.8±INV. IN 5011.06 (NW)INV. OUT 5011.06 (E)66.67 LF8" HDPE@ 0.50%STMH 1-8STA 16+99.15RIM 5014.9±INV. IN 5010.73 (W)INV. IN 5010.73 (S)INV. OUT 5010.73 (E)97.66 LF 18" RCP @ 0.50%TEE 1-7
STA 16+01.50
RIM 5012.0±
INV. IN 5010.24 (W)
INV. IN 5010.24 (S)
INV. OUT 5010.24 (E)85.32 LF 18" RCP @ 0.50%INLET 1-6
STA 15+16.18
RIM 5013.3±
INV. IN 5009.82 (W)
INV. OUT 5009.82 (E)70.86 LF24" RCP@ 0.50%STMH 1-5
STA 14+45.32
RIM 5013.7±
INV. IN 5009.46 (W)
INV. OUT 5009.46 (N)23.82 LF24" RCP@ 0.50%STMH 1-4
STA 14+21.50
RIM 5013.5±
INV. IN 5009.34 (S)
INV. OUT 5009.34 (E)141.32 LF 24" RCP @ 0.20%INLET 1-3
STA 12+80.19
RIM 5012.2±
INV. IN 5009.06 (W)
INV. OUT 5009.06 (S)167.59 LF 30" RCP @ 0.20%INLET 1-2
STA 11+12.59
RIM 5012.0±
INV. IN 5008.73 (N)
INV. OUT 5008.73 (E)112.59 LF 30" RCP @ 0.20%FES 1-1
STA 10+00.00
RIM 5011.4±
INV. IN 5008.50 (W)PROPOSEDGROUNDEXISTINGGROUND21" PVC SANITARYSTA.=18+51.94INV.=5003.3718" PVC SANITARYSTA.=18+37.19INV.=5005.90SheetTHE QUARRY BY WATERMARK These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.NOT FOR CO
N
S
T
R
U
C
T
I
O
N
REVIEW SE
T
E N G I N E E R N GI
EHTRON R N
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.comof 27ST1PLAN & PROFILE
STORM DRAIN 113CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRNORTH( IN FEET )1 inch = ft.Feet0505050100150PROFILE SCALE:STORM DRAIN 1EXISTING WATER MAINPROPOSED WATER MAINPROPOSED STORM SEWERLEGEND:NOTES:WEXISTING SANITARY SEWERSSPROPOSED STORM INLETPROPOSED CURB & GUTTERPROPOSED SANITARY SEWERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTPROPOSED LOT LINEPROJECT BOUNDARYEXISTING RIGHT OF WAYEXISTING STORM SEWEREASEMENT LINE1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AREAPPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALLUNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWNUNDERGROUND UTILITIES.2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALLSTORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES ANDSTRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OFFLARED END SECTIONS.4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, ANDINSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY CITY OFFORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THER.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENTFOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'STOLERANCES, ETC.).PROPOSED RIGHT OF WAYKEYMAPCABLEF.O.TEMH24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS
E E E E E E E EE EE E E E E E E E E E E E E E E E E E E E E
TT T T T T T T T T T T T T T T T T T T T T T T T T T T T T
G WWWWWWWWWWWWWWWWWWWWWWWWWW12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W
E E E E E E E E E E E E E E E E E E E E E
G G G
GG G
G
G G G G G G G G G G G G G G
XXXXXXX
X
X
XXX
XX
XX
XXXX
X
XX
X
XXXXXXXX
XXXX
XXX30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W
30" W 30" WUD UD UD UD UD UD UD UD UD UD UD UD UD UD UD
UD UDUDUD UD UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD UDUD UDUD UDUDUDUDUD
UD
UD
UD
UD UDUD
UD
UD
UD
UD
UD UDUD
UD
UD
UD
UD
UD UDUD
UD
UD
UD
MH/ / / / / / / // / / / / / / // / / / / / / /30" W
30"
W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WXST
ST
STST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTORMDRAIN 1
S
SSS
SWWFFEEEEEGGGGGEGGGGGEGEEEEEEEEEEGFEEEEEEVAULTELECVAULTELECVAULTELECGGGGGGGEEEEEEEGGGGGGGGWW
WUDUDSSSS18" SS18" SS18" SS18" SS18" SS18" SS21" SS21" SS21" SS21" SS21" SS21" SS30" W30" W30" W30" W30" W30" W30" W30" WB
B
B
B
B
B
B
B
B
B
B
BB
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
BB
B
B
B
B
B
B
B
B
B
B
B
EXISTING 21"
SANITARY SEWER
PROPOSED FH
SANITARY LINE B
SEE SHEET SS2
TEE 1-7
STA 10+00.00
N: 1449261.93
E: 3113566.02
98.04 LF 8" HDPE @ 0.50%
BASIN 1-7.1
STA 10+98.04
N: 1449163.89
E: 3113565.92
94.79 LF 8" HDPE @ 0.50%
BASIN 1-7.2
STA 11+92.83
N: 1449069.10
E: 3113565.83
STORM DRAIN 4
SEE SHEET ST4
STORM DRAIN 4-4A
SEE SHEET ST4
STORM DRAIN 4-4B
SEE SHEET ST4
6'
T
R
A
I
L
STORM DRAIN 5
SEE SHEET ST5
PROPOSED GAS
PROPOSED
ELECTRIC
STORM DRAIN 1
SEE SHEET ST1
EXISTING 18"
SANITARY SEWER
PROPOSED
RETAINING WALL
EXISTING 30"
WATER
4995
5000
5005
5010
5015
5020
5025
5030
4995
5000
5005
5010
5015
5020
5025
5030
9+50 10+00 11+00 12+00 12+50TEE 1-7STA 10+00.00RIM 5012.0±INV. IN 5010.24 (W)INV. IN 5010.24 (S)INV. OUT 5010.24 (E)98.04 LF 8" HDPE @ 0.50%BASIN 1-7.1STA 10+98.04RIM 5014.3±INV. IN 5010.73 (S)INV. OUT 5010.73 (N)94.79 LF 8" HDPE @ 0.50%BASIN 1-7.2STA 11+92.83RIM 5013.8±INV. OUT 5011.21 (N)EXISTING
GROUND
PROPOSED
GROUND
S
SSS
SWWFFEEEEEGGGGGEGGGGGEGEEEEEEEEEEGFEEEEEEVAULTELECVAULTELECVAULTELECGGGGGGGEEEEEEEGGGGGGGGWW
WUDUDSSSS18" SS18" SS18" SS18" SS18" SS18" SS21" SS21" SS21" SS21" SS21" SS21" SS30" W30" W30" W30" W30" W30" W30" W30" WB
B
B
B
B
B
B
B
B
B
B
BBB
B
B
BB
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
BBB
B
B
BB
B
B
B
B
B
B
EXISTING 21"
SANITARY SEWER
PROPOSED FH
SANITARY LINE B
SEE SHEET SS2
STORM DRAIN 4
SEE SHEET ST4
STORM DRAIN 4-4A
SEE SHEET ST4
STORM DRAIN 4-4B
SEE SHEET ST4
6'
T
R
A
I
L
STORM DRAIN 5
SEE SHEET ST5
PROPOSED GAS
PROPOSED
ELECTRIC
STMH 1-8
STA 10+00.00
N: 1449262.04
E: 3113468.37
57.26 LF
15" RCP
@ 0.50%
TEE 1-8.1
STA 10+57.26
N: 1449204.78
E: 3113468.34
32.07 LF
15" RCP
@ 0.50%
INLET 1-8.2
STA 10+89.33
N: 1449172.75
E: 3113469.82
17.71 LF
8" HDPE
@ 0.50%
TEE 1-8.3
STA 11+07.04
N: 1449155.10
E: 3113471.32
70.74 LF 8" HDPE @ 0.50%
BASIN 1-8.4
STA 11+77.78
N: 1449084.73
E: 3113478.61
STORM DRAIN 1
SEE SHEET ST1
EXISTING 18"
SANITARY SEWER
PROPOSED
RETAINING WALL
EXISTING 30"
WATER
4995
5000
5005
5010
5015
5020
5025
5030
4995
5000
5005
5010
5015
5020
5025
5030
9+50 10+00 11+00 12+00 12+50
EXISTING
GROUND
PROPOSED
GROUND BASIN 1-8.4STA 11+77.78RIM 5014.7±INV. OUT 5011.62 (N)70.74 LF
8" HDPE
@ 0.50%TEE 1-8.3STA 11+07.04RIM 5012.1±INV. IN 5011.27 (S)INV. IN 5010.96 (E)INV. OUT 5011.27 (N)17.71 LF
8" HDPE
@ 0.50%INLET 1-8.2STA 10+89.33RIM 5014.8±INV. IN 5011.18 (S)INV. OUT 5011.18 (N)32.07 LF
15" RCP
@ 0.50%TEE 1-8.1STA 10+57.26RIM 5012.5±INV. IN 5011.02 (S)INV. IN 5011.02 (E)INV. OUT 5011.02 (N)57.26 LF
15" RCP
@ 0.50%STMH 1-8STA 10+00.00RIM 5014.9±INV. IN 5010.73 (W)INV. IN 5010.73 (S)INV. OUT 5010.73 (E)SheetTHE QUARRY BY WATERMARKThese 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 27
ST2 PLAN & PROFILESTORM DRAINS 1-7 & 1-814
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
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
PROFILE SCALE:
STORM DRAIN 1-7
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
W
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
EXISTING STORM SEWER
EASEMENT LINE
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.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF
FLARED END SECTIONS.
4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND
INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY CITY OF
FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE
R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE
'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443
FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT
FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S
TOLERANCES, ETC.).
PROPOSED RIGHT OF WAY
KEYMAP
CABLE
F.O.
TE
MH
24" SS 24" SS 24" SS 24" SS
24" SS24" SS24" SS24" SS
24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS
EEE
EEEEEEEEE
EEEEE
EEEEE
EEEEE
EEEE
TT
T
T
T
T
T
TTTTTTTTTTTTTTTTTTTTTTT GW W W W W W W W W W W W W W W W W W W W W W W W W W
12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEE
GGGGGGGG
G
G
GG GGGGGGGGGX
X
XXXXX
X
X
XXX
XX
XX
XXXX
X
X
X
X
XXXXXXXX
X
X
X
X
XXX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH
/ / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST
STORM
DRAINS
1-7 & 1-8
PROFILE SCALE:
STORM DRAIN 1-8
NORTH
S
SE
GGGGGGGEEEEESWSWSWS W GGUD
UD
UD
UDMHUDUDUDUDUDUDUDUDUDUDUDUDUDUDMHXX30" W30" W30" W30" W30" WX
X
X
X
X
X
X
X
X X
X
30" WB
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B
B BBBB
B
B
B
BBB
B
B
B
BB B
B
B
B BB
B
BB
B
B
B
B
B BBB
B
B
B
B
B
B
B
B
B
B
B
B
BB
B
B
B BB
B BB
B
B
B
B
B BB
B BB
X
X
X
X
XXINLET 2-6
STA 10+67.40
N: 1449001.14
E: 3113993.08
23.63 LF 18" RCP @ 0.44%
BASIN 2-5
STA 10+43.77
N: 1448977.51
E: 3113993.04
4.75 LF 18" RCP @ 0.55%
BASIN 2-4
STA 10+39.02
N: 1448972.76
E: 3113993.04
4.75 LF 18" RCP @ 0.55%
BASIN 2-3
STA 10+34.27
N: 1448968.01
E: 3113993.04
4.75 LF 18" RCP @ 0.55%
BASIN 2-2
STA 10+29.52
N: 1448963.26
E: 3113993.04
29.53 LF 18" RCP @ 0.55%
FES 2-1
STA 10+00.00
N: 1448933.73
E: 3113993.01
PROPOSED 2'
CONCRETE PAN
PROPOSED GAS
PROPOSED
ELECTRIC
EXISTING 30"
WATER
STORM DRAIN 1
SEE SHEET ST1
STORM DRAIN 5
SEE SHEET ST5
STORM DRAIN 5-2
SEE SHEET ST5
CANAL IMPOR
T
A
T
I
O
N
SPRING CREEKPROPOSED STORMTECH
CHAMBERS
WALL
E
N
B
E
R
G
D
R
4995
5000
5005
5010
5015
5020
5025
5030
4995
5000
5005
5010
5015
5020
5025
5030
9+5010+0011+0011+50 INLET 2-6STA 10+67.40RIM 5011.8±INV. OUT 5008.37 (S)23.63 LF
18" RCP
@ 0.44%BASIN 2-5STA 10+43.77RIM 5010.1±INV. IN 5008.27 (N)INV. OUT 5008.24 (S)4.75 LF
18" RCP
@ 0.55%BASIN 2-4STA 10+39.02RIM 5010.0±INV. IN 5008.22 (N)INV. OUT 5008.22 (S)4.75 LF
18" RCP
@ 0.55%BASIN 2-3STA 10+34.27RIM 5010.0±INV. IN 5008.19 (N)INV. OUT 5008.19 (S)4.75 LF
18" RCP
@ 0.55%BASIN 2-2STA 10+29.52RIM 5010.0±INV. IN 5008.16 (N)INV. OUT 5008.16 (S)29.53 LF
18" RCP
@ 0.55%FES 2-1STA 10+00.00RIM 5009.8±INV. IN 5008.00 (N)PROPOSED
GROUND
EXISTING
GROUND
S
SE
GGGGGGEEEESWSWSWS W GGUD
UD
UD
UDMHUDUDUDUDUDUDUDUDUDUDUDUDUDUDMHXX30" W30" W30" W30" WX
X
X
X
X
X
X
X
X X
X
30" WB
B
B
B
B
B
B
B
B
B
B
B
BB B BBB
B
B
B
BB
B
B
B
B
B
B
B
B
B BBBB
B
B
B
B
B
BB BBB
B
B
B
B
BB
B
B
B
BBB
B
B
B
B
B BB
B BB
B
B
B
B BBB
B BB
X
X
X
X
XXOVERFLOW BASIN 3-4
STA 11+14.83
N: 1449013.73
E: 3114045.32
44.15 LF 15" RCP @ 0.40%
STMH 3-3
STA 10+70.68
N: 1448970.98
E: 3114056.36
37.66 LF 15" RCP @ 0.40%
STYMH 3-2
STA 10+33.03
N: 1448933.32
E: 3114056.32
33.03 LF 15" RCP @ 0.40%
FES 3-1
STA 10+00.00
N: 1448917.30
E: 3114027.44
PROPOSED 2'
CONCRETE PAN
PROPOSED GAS
PROPOSED
ELECTRIC
EXISTING 30"
WATER
STORM DRAIN 1
SEE SHEET ST1
STORM DRAIN 5
SEE SHEET ST5
STORM DRAIN 5-2
SEE SHEET ST5
CANAL IMPOR
T
A
T
I
O
N
SPRING CREEKPROPOSED STORMTECH
CHAMBERS
WALL
E
N
B
E
R
G
D
R
4995
5000
5005
5010
5015
5020
5025
5030
4995
5000
5005
5010
5015
5020
5025
5030
9+50 10+00 11+00 12+00OVERFLOW BASIN 3-4STA 11+14.83RIM 5010.7±INV. OUT 5008.20 (S)44.15 LF
15" RCP
@ 0.40%STMH 3-3STA 10+70.68RIM 5012.5±INV. IN 5008.02 (N)INV. OUT 5008.02 (S)37.66 LF
15" RCP
@ 0.40%STYMH 3-2STA 10+33.03RIM 5011.5±INV. IN 5007.87 (N)INV. OUT 5007.87 (SW)33.03 LF
15" RCP
@ 0.40%FES 3-1STA 10+00.00RIM 5009.2±INV. IN 5007.74 (NE)PROPOSED
GROUND
EXISTING
GROUND
SheetTHE QUARRY BY WATERMARKThese 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 27
ST2 PLAN & PROFILESTORM DRAIN 2 & 315
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 )
1 inch = ft.
Feet05050
50
100 150
PROFILE SCALE:
STORM DRAIN 2
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
W
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
EXISTING STORM SEWER
EASEMENT LINE
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.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF
FLARED END SECTIONS.
4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND
INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY CITY OF
FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE
R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE
'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443
FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT
FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S
TOLERANCES, ETC.).
PROPOSED RIGHT OF WAY
KEYMAP
CABLE
F.O.
TE
MH
24" SS 24" SS 24" SS 24" SS
24" SS24" SS24" SS24" SS
24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS
EEE
EEEEEEEEE
EEEEE
EEEEE
EEEEE
EEEE
TT
T
T
T
T
T
TTTTTTTTTTTTTTTTTTTTTTT GW W W W W W W W W W W W W W W W W W W W W W W W W W
12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEE
GGGGGGGG
G
G
GG GGGGGGGGGX
X
XXXXX
X
X
XXX
XX
XX
XXXX
X
X
X
X
XXXXXXXX
X
X
X
X
XXX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH
/ / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST
STORM DRAIN 3
PROFILE SCALE:
STORM
DRAIN
2 & 3
SWFFE E E E E
E
E
E
E
E EG G G G
G
G
G
G
G
G GF
GE
EE E E E E
SSEGGGGGGGGGWWW
UD
UD
ELEC
30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W
BINLET 1-7
INV. OUT=5012.96 (S)
FG=5015.13
BEND 4-5
INV. IN=5012.63 (NE)
FG=5015.94
BEND 4-6
INV. IN=5012.77 (N)
INV. OUT=5012.77 (SW)
FG=5015.84
27.27 LF 6" HDPE @ 0.50%
37.58 LF 6" HDPE @ 0.50%
FES 4-1
STA 10+00.00
N: 1448730.54
E: 3113337.86 136.08 LF 18" HDPE @ 0.50%BASIN 4-3
STA 11+45.90
N: 1448828.58
E: 3113428.48
STMH 4-4
STA 12+81.99
N: 1448964.66
E: 3113428.55
88.70 LF 18" RCP @ 0.50%BEND 4-2
STA 10+88.70
N: 1448811.60
E: 3113373.85
57.21 LF 18" RCP @ 0.50%
STORM DRAIN 4-4B
SEE THIS SHEET - RIGHT
STORM DRAIN 4-4A
SEE THIS SHEET - MIDDLE
SANITARY LINE A
SEE SHEET SS1
PROPOSED 8"
PVC WATER
PROPOSED 8"
PVC WATER 5' TRA
I
L
STORM DRAIN 6
SEE SHEET ST6
PROPOSED
STORMTECH
CHAMBERS
5000
5005
5010
5015
5020
5025
5030
5000
5005
5010
5015
5020
5025
5030
9+50 10+00 11+00 12+00 13+00 14+00 14+50INLET 1-7STA 13+78.23RIM 5015.1±INV. OUT 5012.96 (S)BEND 4-5STA 13+13.38INV. 5012.63 (NE)BEND 4-6STA 13+40.65INV. 5012.77 (N)INV. 5012.77 (SW)27.27 LF 6" HDPE @ 0.50%
37.58 LF 6" HDPE @ 0.50%
PROPOSED
GROUND
EXISTING
GROUND STMH 4-4STA 12+81.99RIM 5015.4±INV. IN 5012.46 (E)INV. IN 5012.46 (N)INV. IN 5012.46 (W)INV. OUT 5012.46 (S)136.08 LF 18" HDPE @ 0.50%BASIN 4-3STA 11+45.90RIM 5016.2±INV. IN 5011.78 (N)INV. OUT 5011.78 (W)57.21 LF 18" RCP @ 0.50%
88.70 LF 18" RCP @ 0.50%BEND 4-2STA 10+88.70RIM 5015.9±INV. IN 5011.49 (E)INV. OUT 5011.49 (SW)FES 4-1STA 10+00.00RIM 5012.9±INV. IN 5011.05 (NE)31.39 LF 6" HDPE @ 0.50%
30" WATER
STA.=13+50.62
TOP=5008.40
8" PVC WATER
STA.=10+77.47
TOP=5009.72 SSWFFE G
F EEEG
SSEEGGGGGGGG G
WWW
H2O
TRAFFIC
VAULTT SVAULT
ELEC
VAULT
ELEC
VAULT
ELEC
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
ELEC
CONTROL
IRR
CONTROL
IRR
IRR W
V.P.
CONTROL
IRR
CONTROL
IRR
/ / / / / / / /EEEEEETTTTTGGGGGGGGEEEEE30" W8" W30" W 30" W 30" W 30" W 30" W 30" W
PROPOSED
GAS
198.51 LF 8" HDPE @ 0.50%
BEND 4-4.1
STA 11+98.51
N: 1448965.68
E: 3113230.04
47.11 LF 8" HDPE @ 0.50%
BEND 4-4.2
STA 12+45.62
N: 1449012.79
E: 3113230.07
34.68 LF
8" HDPE
@ 0.50%
INLET 4-4.3
STA 12+80.30
N: 1449012.82
E: 3113195.39
STMH 4-4
STA 10+00.00
N: 1448964.66
E: 3113428.55
EXISTING 30"
WATER
SANITARY LINE A
SEE SHEET SS1
PROPOSED 8"
PVC WATER
STORM DRAIN 4-4A
SEE THIS SHEET - MIDDLE
STORM DRAIN 4
SEE THIS SHEET - LEFT
SANITARY LINE A2
SEE SHEET SS1
SF EEEEEEESSEGGGGGGGGGW30" W30" W30" W30" W30" W30" W30" WSTMH 4-4
STA 10+00.00
N: 1448964.66
E: 3113428.55
23.97 LF 15" RCP @ 0.50%
INLET 4-4A
STA 12+21.20
N: 1448988.27
E: 3113432.73
STORM DRAIN 4
SEE THIS SHEET - LEFT
STORM DRAIN 4-4B
SEE THIS SHEET - RIGHT
PROPOSED GAS
PROPOSED
ELECTRIC
PROPOSED
WATER
EXISTING
30" WATER
5000
5005
5010
5015
5020
5025
5030
5000
5005
5010
5015
5020
5025
5030
9+50 10+00 11+00 12+00 13+00
PROPOSED
GROUND
EXISTING
GROUNDSTMH 4-4STA 10+00.00RIM 5015.4±INV. IN 5012.46 (E)INV. IN 5012.46 (N)INV. IN 5012.46 (W)INV. OUT 5012.46 (S)198.51 LF 8" HDPE @ 0.50%BEND 4-4.1STA 11+98.51RIM 5014.2±INV. IN 5013.45 (N)INV. OUT 5013.45 (E)47.11 LF 8" HDPE @ 0.50%BEND 4-4.2STA 12+45.62RIM 5014.5±INV. IN 5013.69 (W)INV. OUT 5013.69 (S)34.68 LF 8" HDPE @ 0.50%INLET 4-4.3STA 12+80.30RIM 5015.7±INV. OUT 5013.86 (E)30" WATER
STA.=12+26.65
TOP=5007.42
5000
5005
5010
5015
5020
5025
5030
5000
5005
5010
5015
5020
5025
5030
9+50 10+00 11+00STMH 4-4STA 10+00.00RIM 5015.4±INV. IN 5012.46 (E)INV. IN 5012.46 (N)INV. IN 5012.46 (W)INV. OUT 5012.46 (S)23.97 LF
15" RCP
@ 0.50%INLET 4-4ASTA 10+23.97RIM 5015.0±INV. OUT 5012.58 (S)PROPOSED
GROUND
EXISTING
GROUND
SheetTHE QUARRY BY WATERMARKThese 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 27
ST3 PLAN & PROFILESTORM DRAINS 4, 4-4A, & 4-4B16
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
( IN FEET )
1 inch = ft.
Feet05050
50
100 150
PROFILE SCALE:
STORM DRAIN 4
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
W
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
EXISTING STORM SEWER
EASEMENT LINE
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.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF
FLARED END SECTIONS.
4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND
INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY CITY OF
FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE
R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE
'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443
FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT
FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S
TOLERANCES, ETC.).
PROPOSED RIGHT OF WAY
KEYMAP
CABLE
F.O.
TE
MH
24" SS 24" SS 24" SS 24" SS
24" SS24" SS24" SS24" SS
24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS
EEE
EEEEEEEEE
EEEEE
EEEEE
EEEEE
EEEE
TT
T
T
T
T
T
TTTTTTTTTTTTTTTTTTTTTTT GW W W W W W W W W W W W W W W W W W W W W W W W W W
12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEE
GGGGGGGG
G
G
GG GGGGGGGGGX
X
XXXXX
X
X
XXX
XX
XX
XXXX
X
X
X
X
XXXXXXXX
X
X
X
X
XXX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH
/ / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST
PROFILE SCALE:
STORM DRAIN 4-4A STORM DRAIN 4-4B
PROFILE SCALE:
NORTH NORTHNORTH
STORM 4
STORM 4-4B
STORM 4-4A
SE E E
E
E
E
E
E EEG G
G
G
G
G
G
G GGG G G G GEEE E E E E E E E E EE E
VAULT
ELEC
G
G
GGGGGGUDUD
UD
UD
UDUDUDUDUDUDUDELEC
XX30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W
XXXXXXX30" W
WINNE GRANT R/JOHNELLE S
1821 WALLENBERG DR
ERIKSEN CHRISTOPHER M
1825 WALLENBERG DR
MCCOY JOHN H/SHERRY P
1900 S SHIELDS STBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBSTMH 5-6
STA 17+18.99
N: 1448744.40
E: 3113441.50
STMH 5-5
STA 15+30.02
N: 1448824.98
E: 3113612.44
STMH 5-4
STA 13+57.85
N: 1448853.68
E: 3113782.20
OUTLET 5-7
STA 18+17.37
N: 1448727.53
E: 3113344.58
STMH 5-2
STA 10+80.18
N: 1448859.30
E: 3114045.64
STMH 5-3
STA 11+02.44
N: 1448838.71
E: 3114037.16
FES 5-1
STA 10+00.00
N: 1448864.84
E: 3114125.62
22.27 LF
18" RCP
@ 0.50%
255.40 LF 18" RCP @ 0.50
%
172.17 LF 1
8
"
R
C
P
@
0
.
8
0
%
188.9
8
L
F
1
8
"
R
C
P
@
0.
8
0
%
98.38 LF 18
"
R
C
P
@
0
.
8
0
%
PROPOSED 2'
CONCRETE PAN CANAL IMPORTATIONSPRI
N
G
C
R
E
E
K
STORM DRAIN 4
SEE SHEET ST4
STORM DRAIN 4-4A
SEE SHEET ST4
STORM DRAIN 4-4B
SEE SHEET ST4
STORM DRAIN 2
SEE SHEET ST3
STORM DRAIN 3
SEE SHEET ST3
EXISTING 30"
WATER
PROPOSED
ELECTRIC
PROPOSED
GAS
PROPOSED 8'
PVC WATER
SP
R
I
N
G
C
R
E
E
K
80.18 LF
18" RCP
@ 0.50%
UNDERDRAIN
SEE SHEET ST6
STORM DRAIN 5-2
SEE THIS SHEET-RIGHT
4995
5000
5005
5010
5015
5020
5025
5030
4995
5000
5005
5010
5015
5020
5025
5030
9+5010+0011+0012+0013+0014+0015+0016+0017+0018+0018+50
22.27 LF
18" RCP
@ 0.50%
255.40 LF 18" RCP @ 0.50%
172.17 LF 18" RCP
@
0
.
8
0
%
188.98 LF 18" RCP
@
0
.
8
0
%
98.38 LF 18" RCP @
0
.
8
0
%STMH 5-6STA 17+18.99RIM 5015.7±INV. IN 5010.06 (W)INV. OUT 5010.06 (NE)STMH 5-5STA 15+30.02RIM 5015.4±INV. IN 5008.55 (SW)INV. OUT 5008.55 (E)STMH 5-4STA 13+57.85RIM 5014.6±INV. IN 5007.17 (W)INV. OUT 5007.17 (E)OUTLET 5-7STA 18+17.37RIM 5013.3±INV. OUT 5010.85 (E)STMH 5-2STA 10+80.18RIM 5010.4±INV. IN 5005.78 (S)INV. IN 5005.78 (W)INV. OUT 5005.78 (E)FES 5-1STA 10+00.00RIM 5007.1±INV. IN 5005.38 (W)EXISTING
GROUND
PROPOSED
GROUND
80.18 LF
18" RCP
@ 0.50%STMH 5-3STA 11+02.44RIM 5009.9±INV. IN 5005.89 (W)INV. OUT 5005.89 (N)EG UDUD
UDUDUDUDUDUDUDXX30" W 30" W
XXX30" W
BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBPROPOSED 2'
CONCRETE PAN CANAL IMPORTATIONSTORM DRAIN 2
SEE SHEET ST3
STORM DRAIN 3
SEE SHEET ST3
30.69 LF
15" HDPE
@ 3.30%
STMH 5-2
STA 10+00.00
N: 1448859.30
E: 3114045.64
OUTLET 5-2.1
STA 10+30.69
N: 1448857.26
E: 3114015.01
SP
R
I
N
G
C
R
E
E
K
UNDERDRAIN
SEE SHEET ST6
STORM DRAIN 5
SEE THIS SHEET-LEFT
4995
5000
5005
5010
5015
5020
5025
5030
4995
5000
5005
5010
5015
5020
5025
5030
9+5010+0011+00 STMH 5-2STA 10+00.00RIM 5010.4±INV. IN 5005.78 (S)INV. IN 5005.78 (W)INV. OUT 5005.78 (E)30.69 LF
15" HDPE
@ 3.30%OUTLET 5-2.1STA 10+30.69RIM 5008.7±INV. OUT 5006.79 (E)EXISTING
GROUND
PROPOSED
GROUND
SheetTHE QUARRY BY WATERMARKThese 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 27
ST5 PLAN & PROFILESTORM DRAIN 5 & 5-217
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 )
1 inch = ft.
Feet05050
50
100 150
PROFILE SCALE:
STORM DRAIN 5
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
W
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
EXISTING STORM SEWER
EASEMENT LINE
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.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF
FLARED END SECTIONS.
4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND
INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY CITY OF
FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE
R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE
'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443
FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT
FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S
TOLERANCES, ETC.).
PROPOSED RIGHT OF WAY
KEYMAP
CABLE
F.O.
TE
MH
24" SS 24" SS 24" SS 24" SS
24" SS24" SS24" SS24" SS
24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS
EEE
EEEEEEEEE
EEEEE
EEEEE
EEEEE
EEEE
TT
T
T
T
T
T
TTTTTTTTTTTTTTTTTTTTTTT GW W W W W W W W W W W W W W W W W W W W W W W W W W
12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEE
GGGGGGGG
G
G
GG GGGGGGGGGX
X
XXXXX
X
X
XXX
XX
XX
XXXX
X
X
X
X
XXXXXXXX
X
X
X
X
XXX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH
/ / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST
STORM
DRAIN 5
STORM DRAIN 5-2
PROFILE SCALE:
STORM DRAIN 5-2
S
SE
GGGGGGGGGEEEEESSWSWSWSWSW
WW
W
WS
SGGEEUD
UD
UD
UDMHSS18" SS18" SS18" SS18" SS18" SS21" SS21" SS21" SS21" SSUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMHXX30" W30" W30" W30" WX
X
X
X
X
X
X
X
X
X
X
X X
X
30" WB
B
B
B
B
B
B
B
B
B
B
B
B
B
B
BB BBB
B
B
B
BB
B
BB
B
B
B
B
B
B BBBB
B
B
B
B
B
BB BBB
BB
B
B
BB
B
B
B
BBB
B
B
B
B BBB
B BB
B
B
B
B
B BB
B BB
X
X
X
X
X
X
X
XXX PROPOSED 2'
CONCRETE PAN
CANAL IMPORT
A
T
I
O
N
STORM DRAIN 2
SEE SHEET ST3
STORM DRAIN 3
SEE SHEET ST3
EXISTING 30"
WATER SPRING CREEKSTORM DRAIN 5-2
SEE SHEET ST5
STORM DRAIN 5
SEE SHEET ST5
SANITARY LINE C
SEE SHEET SS3
PROPOSED 8"
PVC WATER
EXISTING 18"
SANITARY
EXISTING 21"
SANITARY
STORM DRAIN 1
SEE SHEET ST1
48'
SANITARY
SEWER
EASEMENT
WALL
E
N
B
E
R
G
D
R
47.44 LF 6" HDPE @ 0.20%
UD BASIN 2
STA 10+47.44
N: 1449016.23
E: 3114055.00
189.97 LF 4" HDPE @ 0.20%
UD CO 3
STA 12+37.41
N: 1449184.94
E: 3113981.90
UD FES 1
STA ???
N: 1449029.22
E: 3114100.63
PROPOSED
RAIN GARDEN
4995
5000
5005
5010
5015
5020
5025
5030
4995
5000
5005
5010
5015
5020
5025
5030
9+5010+0011+0012+0013+00
EXISTING
GROUND
PROPOSED
GROUND UD FES 1STA 10+00.00RIM 5006.5±INV. IN 5005.86 (W)47.44 LF
6" HDPE
@ 0.20%UD BASIN 2STA 10+47.44RIM 5010.4±INV. IN 5005.95 (NW)INV. OUT 5005.95 (E)189.97 LF
4" HDPE
@ 0.20%UD CO 3STA 12+37.41RIM 5009.0±INV. OUT 5006.33 (S)EEEEEEGGGGGGFESSVAULTELECGGGGWWT SH2OTRAFFICVAULTT SVAULTELECCONTROLIRRCONTROLIRRELECCONTROLIRRCONTROLIRRIRRWV.P./ / / / / / / /EETGGGGEEEEEEEEEGGGG30" W30" W30" W30" W30" W36" W 36" W
36" W8" WD/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /30" W30" W30" W30" W30" W30" WSTSTSTSTSSSSSSSSSSSSTORM DRAIN 4
SEE SHEET ST4STORM DRAIN 4-4B
SEE SHEET ST4
INLET 6-2
STA 11+07.91
N: 1448843.05
E: 3113202.86
107.91 LF 18" RCP @ 0.40%
FES 6-1
STA 10+00.00
N: 1448735.14
E: 3113201.88
S SHIELDS STREET
5000
5005
5010
5015
5020
5025
5030
5035
5000
5005
5010
5015
5020
5025
5030
5035
9+5010+0011+0012+00 INLET 6-2STA 11+07.91RIM 5016.3±INV. OUT 5013.56 (S)107.91 LF 18" RCP @ 0.40%FES 6-1STA 10+00.00RIM 5014.9±INV. IN 5013.13 (N)EXISTING
GROUND
PROPOSED
GROUND
SheetTHE QUARRY BY WATERMARKThese 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 27
ST6 PLAN & PROFILESTORM DRAIN 6 & UNDERDRAIN18
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 )
1 inch = ft.
Feet05050
50
100 150
PROFILE SCALE:
UNDERDRAIN
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
W
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
EXISTING STORM SEWER
EASEMENT LINE
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.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF
FLARED END SECTIONS.
4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND
INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY CITY OF
FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE
R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE
'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443
FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT
FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S
TOLERANCES, ETC.).
PROPOSED RIGHT OF WAY
KEYMAP
CABLE
F.O.
TE
MH
24" SS 24" SS 24" SS 24" SS
24" SS24" SS24" SS24" SS
24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS
EEE
EEEEEEEEE
EEEEE
EEEEE
EEEEE
EEEE
TT
T
T
T
T
T
TTTTTTTTTTTTTTTTTTTTTTT GW W W W W W W W W W W W W W W W W W W W W W W W W W
12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEE
GGGGGGGG
G
G
GG GGGGGGGGGX
X
XXXXX
X
X
XXX
XX
XX
XXXX
X
X
X
X
XXXXXXXX
X
X
X
X
XXX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH
/ / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST
UNDERDRAIN
STORM DRAIN 6
PROFILE SCALE:
T
MH
/ / / / / / / /U
D
S
S
UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDD
D
MH
MM
MH
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXXXXXXXXXXXXSTSTSTSTSTSTSTSTWINNE GRANT R/JOHNELLE S
1821 WALLENBERG DR
ERIKSEN CHRISTOPHER M
1825 WALLENBERG DR
MCCOY JOHN H/SHERRY P
1900 S SHIELDS ST
HILL POND CONDOMINIUMS
SSSSSSSSSSSSSSSSBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBXXXXXXXXXXE E E E E E
E
E
E
E
E EEG G G G G
G
G
G
G
G
G GGE
EET
TTG G G G
G G
G
GGGGGGG G G G
G G G G
GTEEEE
TETGEETT TT
TEE E E E
E E E E E EE EGEEEE
E
EEE VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
VAULT
ELEC
G
G
E
EG G G G G GGE E E E E EEG
GGGGGGGGGGG G UDUDUDUD
UD
UDS SHIELDS ST.HOBBIT ST.WALLENBERG DR.FEMA 100-YR
HIGH RISK
FLOOD FRINGE
CITY OF FORT COLLINS
100-YR FLOODPLAIN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 6'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
EXIST
I
N
G
S
P
R
I
N
G
C
R
E
E
K
T
R
A
I
L
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
OUTFALL PIPE
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED
STORM DRAIN
PROPOSED
RAIN GARDEN
PROPOSED OUTLET
STRUCTURE
PROPOSED DRAINAGE
EASEMENT
PROPOSED 2'
SIDEWALK
CHASE
PROPOSED 2'
SIDEWALK
CHASE
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
SIDEWALK
CHASE
LOT 1
TRACT B
TRACT A
TRACT C
SPRI
N
G
C
R
E
E
K
RAIN GARDEN
BIOMEDIA AREA
PROPOSED 4'
SIDEWALK
CULVERT
PROPOSED 2'
CONCRETE PAN
PROPOSED 4'
SIDEWALK
CULVERTEXISTING SIDEWALKEXISTING 8' TRAILPROPOSED
LANDSCAPE WALL
CANAL IMPORTATIONPROPOSED 2'
CONCRETE PAN
STORM DRAIN 1
SEE SHEET ST1
FEMA 100-YR
FLOODWAY
CITY OF FORT
COLLINS 100-YR
FLOODWAY
W STUART ST.
KEYMAP
CABLE
F.O.
TE
MH
24" SS 24" SS 24" SS 24" SS
24" SS24" SS24" SS24" SS
24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS
EEE
EEEEEEEEE
EEEEE
EEEEE
EEEEE
EEEE
TT
T
T
T
T
T
TTTTTTTTTTTTTTTTTTTTTTT GW W W W W W W W W W W W W W W W W W W W W W W W W W
12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEE
GGGGGGGG
G
G
GG GGGGGGGGGX
X
XXXXX
X
X
XXX
XX
XX
XXXX
X
X
X
X
XXXXXXXX
X
X
X
X
XXX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH
/ / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST
SheetTHE QUARRY BY WATERMARKThese 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 27
OG1 OVERALL GRADING PLAN19
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 )
1 inch = ft.
Feet05050
50
100 150
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.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE CITY REGULATED 100-YR
CANAL IMPORTATION FLOODPLAIN/FLOODWAY AS WELL AS THE FEMA REGULATED
SPRING CREEK 100-YR FLOODPLAIN/FLOODWAY. ANY DEVELOPMENT WITHIN THE
FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF
CITY MUNICIPAL CODE. THE DEVELOPER SHALL OBTAIN A FLOODPLAIN USE PERMIT
FROM THE CITY OF FORT COLLINS AND PAY ALL APPLICABLE FLOODPLAIN USE
PERMIT FEES PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY (BUILDING OF
STRUCTURES, GRADING, FILL, DETENTION PONDS, BIKE PATHS, PARKING LOTS,
UTILITIES, LANDSCAPED AREAS, FLOOD CONTROL CHANNELS, ETC.) WITHIN THE
CITY OF FORT COLLINS FLOODPLAIN LIMITS ARE DELINEATED ON THE FINAL
SUBDIVISION PLAT.
6.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURB CUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NO RISE CERTIFICATION,
WHICH MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE
STATE OF COLORADO.
7.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE
FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
8.ANY PEDESTRIAN BRIDGES IN THE FLOODWAY THAT AR NOT ABLE TO PASS THE
100-YR FLOW ARE REQUIRED TO BE "BREAKAWAY" AND TETHERED.
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
G1 G2
G3 G4
UDUDUDUD
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /6' SIDEWALK
5' SIDEWALK
6' SIDEWALK
6' SIDEWALK6' SIDEWALK6' SIDEWALK
6' SIDEWALK
6' SIDEWALK
9' SIDEWALK9' SIDEWALK
6' SIDEWALK
6' SID
E
W
A
L
K
4.5' SIDEWALK
S SHIELDS ST.HOBBIT ST.
4.5' SIDEWALK
5' SIDEWALK9' SIDEWALKUD16.681
6
.
8
0
15.
0
9
14.6816.6217.2517.7517.9217.66
1
7
.
8
2
17.
2
4
17.0617.17
17.41
16.75
16.
6
9
16.5616.
4
7 16.061
5
.
7
0
15.62
15.
7
6
16.8216.8715.771
6
.
2
417.7617.9916.90
17.1016.27
16.
0
7
15.22
15.
1
6 14.4916.34
15.
8
9
15.74
14.
1
5 13.4613.54
13.
8
7
15.08
1
5
.
1
3
14.54
15.4816.23
16.
0
5
16.12
16.
1
7
16.51
17.82
17.0116.92
15.
9
1
16.7317.20
16.7417.4613.80
13.82
13.90
17.1715.
6
6
15.66
15.66 15.
6
615.7515.
7
5
15.75
15.
7
5
17.
8
3
17.
8
3
17.83
17.
8
3
18.50
18.50 18.501
8
.
5
0
17.7517.59
18.
0
0
18.00
18.50 18.00
15.86
15.86
15.86
15.86
17.752.0%3.0%4.0%2.0%1.0%0.8%0.5%2.0%2.0%2.0%0.8%2.0%1.2%2.0%1.7%
1.0%1.9%1.8%2.0%2.0%1.1%1.1%2.0%0.5%1.7%1.7%2.7%0.6%0.5%0.9%2.0%2.0%2.0%2.0%0.5%2.0%2.0%2.0%2.0%1.5%
2.0%
1.5%
2.
2
%
2.
0
%
0.6%
1.0%
0.9%1.7%2.0%2.0%
2.0%
0.9%1.0%0.5%
1.0%1.0%1.5%1.3%
1.1%
LOT 1
LOT 1EXISTING SIDEWALK(1
2
.
4
0
)9' SIDEWALKEXISTING SIDEWALKHOBBIT ST
2.0%LOT 1
LOT 1
0.5%0.5%0.5%0.5%0.5%0.5%0.5%0.6%0.5%17.3316.9616.7517.13
0.8%0.5%
17.
7
5 9' SIDEWALK1.1%17.
7
5
2.0%2.0%2.0%0.5%
1.2%0.5%1.0%0.5%2.0%29' HALF ROW
FFE=16.25 FFE=16.33
FFE=19.00
FFE=18.50 FFE=16.36
FFE=17.75
FFE=18.50
PROPOSED 4'
CONCRETE PAN PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
SIDEWALK
CHASE
PROPOSED 2'
SIDEWALK
CHASE
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
CONCRETE PAN
PROPOSED
AREA DRAIN
PROPOSED
AREA DRAIN
PROPOSED 2'
SIDEWALK
CHASE
PROPOSED
AREA DRAIN
PROPOSED
AREA DRAIN
PROPOSED
AREA DRAIN
PROPOSED
AREA DRAIN
26' EMERGENCY
ACCESS
EASEMENT
26'
EMERGENCY
ACCESS
EASEMENT
26' EMERGENCY
ACCESS
EASEMENT
26' EMERGENCY
ACCESS
EASEMENT
31' EMERGENCY
ACCESS
EASEMENT
26' EMERGENCY
ACCESS
EASEMENT
33' WATER
EASEMENT
48' SANITARY
SEWER EASEMENT
PROPOSED 30" VERTICAL
CURB & GUTTER
PROPOSED
LANDSCAPE
WALL
PROPOSED 4'
CONCRETE PAN
PROPOSED
AREA DRAIN
PROPOSED
AREA DRAIN
STORM DRAIN 1
SEE SHEET ST1
PROPOSED
2' CURB CUT
TIE TO EXISTING
CURB & GUTTER
EXISTING
30" VERTICAL
CURB & GUTTER
PROPOSED STORM
CHAMBERS
STORM DRAIN 1-8
SEE SHEET ST2
STORM DRAIN 1-7
SEE SHEET ST2
STORM DRAIN 4-4A
SEE SHEET ST4
STORM DRAIN 4
SEE SHEET ST4
STORM DRAIN 4-4B
SEE SHEET ST4
NATURAL AREA
BUFFER
SheetTHE QUARRY BY WATERMARKThese 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 27
G1 GRADING PLAN20
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
NORTH
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.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE CITY REGULATED 100-YR
CANAL IMPORTATION FLOODPLAIN/FLOODWAY AS WELL AS THE FEMA REGULATED
SPRING CREEK 100-YR FLOODPLAIN/FLOODWAY. ANY DEVELOPMENT WITHIN THE
FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF
CITY MUNICIPAL CODE. THE DEVELOPER SHALL OBTAIN A FLOODPLAIN USE PERMIT
FROM THE CITY OF FORT COLLINS AND PAY ALL APPLICABLE FLOODPLAIN USE
PERMIT FEES PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY (BUILDING OF
STRUCTURES, GRADING, FILL, DETENTION PONDS, BIKE PATHS, PARKING LOTS,
UTILITIES, LANDSCAPED AREAS, FLOOD CONTROL CHANNELS, ETC.) WITHIN THE
CITY OF FORT COLLINS FLOODPLAIN LIMITS ARE DELINEATED ON THE FINAL
SUBDIVISION PLAT.
6.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURB CUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NO RISE CERTIFICATION,
WHICH MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE
STATE OF COLORADO.
7.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE
FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
8.ANY PEDESTRIAN BRIDGES IN THE FLOODWAY THAT AR NOT ABLE TO PASS THE
100-YR FLOW ARE REQUIRED TO BE "BREAKAWAY" AND TETHERED.
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
KEYMAP
CABLE
F.O.
TE
MH
24" SS 24" SS 24" SS 24" SS
24" SS24" SS24" SS24" SS
24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS
EEE
EEEEEEEEE
EEEEE
EEEEE
EEEEE
EEEE
TT
T
T
T
T
T
TTTTTTTTTTTTTTTTTTTTTTT GW W W W W W W W W W W W W W W W W W W W W W W W W W
12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEE
GGGGGGGG
G
G
GG GGGGGGGGGX
X
XXXXX
X
X
XXX
XX
XX
XXXX
X
X
X
X
XXXXXXXX
X
X
X
X
XXX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH
/ / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST
G1 G2
G3 G4
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
SEE SHEET G3 SEE SHEET G2
BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBXXXXXXXXXXXXXXXXXXXMHXUDEEEE
U
D
U
D
U
D
U
D
U
DUDUDUD
UD
UD
UD UD UD UD UD UD UD UD UD UDSS
S
S
UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH
MM
MH
XXXXXXXXXXXXXXXXXXXXXWINNE GRANT R/JOHNELLE S
1821 WALLENBERG DR9' SIDEWALK9' SIDEWALK9' SIDEWALK9' SIDEWALK7' SIDEWALK7' SIDEWALK7' SIDEWALK7' SIDEWALK6' SIDEWALK11' SIDEWALK
6' SIDEWALK UDUDUDUDUDUD
UD
14.09
13.82
15.
0
9
14.68
1
5
.
7
0
15.62
15.
7
6
15.0914.38
14.28
1
3
.
9
4 13.8913.1613.76
13.52
13.19
14.08
12.92
12.43
12.19
12.70
12.66
13.00
12.5713.6012.7614.4914.
1
5 13.4613.54
13.
8
7
15.08
1
5
.
1
3
14.54
13.28
13.4014.15 13.45
13.58
13.35
13.
0
6
13.52
14.74
14.68
14.62
12.7213.50
13.80
13.82
13.90
13.
7
7
13.88
1
4
.
0
9
14.
0
9
14.09
14.09
15.66
15.
6
6
15.86
15.86
8.1113.1113.92
13.92
13.91
13.58
13.58
13.73
13.73
1
4
.
0
8
14.08
4' SIDEWALK
4' SIDEWALK
5' SIDEWALK2.0%1.5%
2.0%
1.5%0.5%2.0%2.0%0.5%2.2%2.0%0.5%0.6%
2.2%0.5%0.0%2.0%2.0%2.0%2.0%
2.0%
2.0%2.0%2.0%
2.0%
1.5%
0.7%
1.0%0.5%0.5%0.6%
0.5%0.0%1.0%6' SIDEWALK4' SIDEWALKTRACT A
LOT 1 EXISTING 8' TRAIL(12.40)(11.88)CANAL IMPORTATIONHOBBIT ST
WALLENBERG DR0.6%12.76
0.5%LOT 1
LOT 1
LOT 1
0.5%
12.60
12.87 1.5%1
3
.
5
6
1
3
.
4
7
0.8%6' SIDEWALK
0.4%0.5%2.2%2.0%9' SIDEWALK
13.02 12.912.0%0.5%
1.2%0.5%1.0%0.5%
1.5%2.0%10:14:1
6:16:1
6.79FFE=16.33
FFE=14.75
FFE=14.40
FFE=14.40
FFE=14.75
FFE=14.75
FFE=14.25
FFE=14.25
FFE=14.58FFE=14.58
FFE=14.58FFE=14.58
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
26' EMERGENCY
ACCESS
EASEMENT
26' EMERGENCY
ACCESS
EASEMENT
PROPOSED
RAIN GARDEN
26' EMERGENCY
ACCESS
EASEMENT
RAIN GARDEN
BIOMEDIA AREA
33' WATER
EASEMENT
NATURAL AREA
BUFFER
NATURAL AREA
BUFFER
48' SANITARY
SEWER EASEMENT
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED
12' ACCESS
ROAD
STORM DRAIN 1
SEE SHEET ST1
PROPOSED RETAINING
WALL (RE: LANDSCAPE)PROPOSED 2'
CONCRETE PAN
TIE TO EXISTING
CURB & GUTTER
EXISTING
30" VERTICAL
CURB & GUTTER
PROPOSED STORM
CHAMBERS
STORM DRAIN 5
SEE SHEET ST5STORM DRAIN 5-2
SEE SHEET ST5
STORM DRAIN 3
SEE SHEET ST3
STORM DRAIN 2
SEE SHEET ST3
CITY OF FORT COLLINS
100-YR FLOODWAY
PROPOSED 4'
CONCRETE PAN
UNDERDRAIN 1
SEE SHEET ST6
PROPOSED 6'
CONCRETE PAN
NATURAL AREA
BUFFER
KEYMAP
CABLE
F.O.
TE
MH
24" SS 24" SS 24" SS 24" SS
24" SS24" SS24" SS24" SS
24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS
EEE
EEEEEEEEE
EEEEE
EEEEE
EEEEE
EEEE
TT
T
T
T
T
T
TTTTTTTTTTTTTTTTTTTTTTT GW W W W W W W W W W W W W W W W W W W W W W W W W W
12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEE
GGGGGGGG
G
G
GG GGGGGGGGGX
X
XXXXX
X
X
XXX
XX
XX
XXXX
X
X
X
X
XXXXXXXX
X
X
X
X
XXX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH
/ / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST
SheetTHE QUARRY BY WATERMARKThese 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 27
G2 GRADING PLAN21
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
NORTH
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.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE CITY REGULATED 100-YR
CANAL IMPORTATION FLOODPLAIN/FLOODWAY AS WELL AS THE FEMA REGULATED
SPRING CREEK 100-YR FLOODPLAIN/FLOODWAY. ANY DEVELOPMENT WITHIN THE
FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF
CITY MUNICIPAL CODE. THE DEVELOPER SHALL OBTAIN A FLOODPLAIN USE PERMIT
FROM THE CITY OF FORT COLLINS AND PAY ALL APPLICABLE FLOODPLAIN USE
PERMIT FEES PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY (BUILDING OF
STRUCTURES, GRADING, FILL, DETENTION PONDS, BIKE PATHS, PARKING LOTS,
UTILITIES, LANDSCAPED AREAS, FLOOD CONTROL CHANNELS, ETC.) WITHIN THE
CITY OF FORT COLLINS FLOODPLAIN LIMITS ARE DELINEATED ON THE FINAL
SUBDIVISION PLAT.
6.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURB CUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NO RISE CERTIFICATION,
WHICH MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE
STATE OF COLORADO.
7.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE
FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
8.ANY PEDESTRIAN BRIDGES IN THE FLOODWAY THAT AR NOT ABLE TO PASS THE
100-YR FLOW ARE REQUIRED TO BE "BREAKAWAY" AND TETHERED.
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
G1 G2
G3 G4
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
SEE SHEET G4SEE SHEET G1
CABLE
T / / / / / / / // / / / / / / /FOFOD
D / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /STSTSTSTSTSTSTSTSTSTSTSTSTHILL POND CONDOMINIUMS
SSSSSSSSSSSSSSSSSSSSSSSSSSSS6' SIDEWALK
6' SID
E
W
A
L
K
6' SIDE
W
A
L
K
UD
UD
UD
17.41
16.75
16.
6
9
16.5616.
4
7
15.62
15.
7
6
16.8216.8717.56
17.40
17.71
16.32
16.62
15.92
15.36 15.4814.96
15.98
10.99
15.76
1
7
.
2
217.750.6%0.5%0.9%
1.5%
2.
2
%
2.
0
%
0.6%
0.1%
1.0%
0.3%0.8%2.0%1.2%
0.6%4.1%1.0%S SHIELDS STTRACT C
LOT 1
SPRIN
G
C
R
E
E
K
EXIST
I
N
G
S
P
R
I
N
G
C
R
E
E
K
T
R
A
I
LEXISTING SIDEWALKEXISTING SIDEWALKTRACT B
LOT 1 15.9417.
7
5
17.
7
5
1
6
.
8
8
5:15:1
1
0
:
1
4
:
1
7:1 7:1FFE=17.75
EXISTING 26"
STORM DRAIN
EXISTING 30"
STORM DRAIN
PROPOSED 4'
SIDEWALK CULVERTPROPOSED 2'
SIDEWALK
CHASE
FEMA 100-YR
HIGH RISK
FLOOD FRINGE
PROPOSED 2'
CONCRETE PAN
PROPOSED STORM
CHAMBERS
STORM DRAIN 5
SEE SHEET ST5
STORM DRAIN 4
SEE SHEET ST4
FEMA 100-YR
FLOODWAY
STORM DRAIN 6
SEE SHEET ST6
NATURAL AREA
BUFFER
9' SIDEWALK
W STUART ST
KEYMAP
CABLE
F.O.
TE
MH
24" SS 24" SS 24" SS 24" SS
24" SS24" SS24" SS24" SS
24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS
EEE
EEEEEEEEE
EEEEE
EEEEE
EEEEE
EEEE
TT
T
T
T
T
T
TTTTTTTTTTTTTTTTTTTTTTT GW W W W W W W W W W W W W W W W W W W W W W W W W W
12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEE
GGGGGGGG
G
G
GG GGGGGGGGGX
X
XXXXX
X
X
XXX
XX
XX
XXXX
X
X
X
X
XXXXXXXX
X
X
X
X
XXX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH
/ / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST
SheetTHE QUARRY BY WATERMARKThese 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 27
G3 GRADING PLAN22
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
NORTH
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.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE CITY REGULATED 100-YR
CANAL IMPORTATION FLOODPLAIN/FLOODWAY AS WELL AS THE FEMA REGULATED
SPRING CREEK 100-YR FLOODPLAIN/FLOODWAY. ANY DEVELOPMENT WITHIN THE
FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF
CITY MUNICIPAL CODE. THE DEVELOPER SHALL OBTAIN A FLOODPLAIN USE PERMIT
FROM THE CITY OF FORT COLLINS AND PAY ALL APPLICABLE FLOODPLAIN USE
PERMIT FEES PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY (BUILDING OF
STRUCTURES, GRADING, FILL, DETENTION PONDS, BIKE PATHS, PARKING LOTS,
UTILITIES, LANDSCAPED AREAS, FLOOD CONTROL CHANNELS, ETC.) WITHIN THE
CITY OF FORT COLLINS FLOODPLAIN LIMITS ARE DELINEATED ON THE FINAL
SUBDIVISION PLAT.
6.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURB CUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NO RISE CERTIFICATION,
WHICH MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE
STATE OF COLORADO.
7.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE
FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
8.ANY PEDESTRIAN BRIDGES IN THE FLOODWAY THAT AR NOT ABLE TO PASS THE
100-YR FLOW ARE REQUIRED TO BE "BREAKAWAY" AND TETHERED.
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
G1 G2
G3 G4
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
SEE SHEET G1
SEE SHEET G4
BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBXUDUDUDUDUDUDUDUDXXXXXXXXXXXXXWINNE GRANT R/JOHNELLE S
1821 WALLENBERG DR
ERIKSEN CHRISTOPHER M
1825 WALLENBERG DR
MCCOY JOHN H/SHERRY P
1900 S SHIELDS ST
6' SIDE
W
A
L
K 15.62
15.
7
6
15.09EXISTING
S
P
R
I
N
G
C
R
E
E
K
T
R
A
I
L8.111.5%
0.7%
1.0%
SPRING CREEK
TRACT B EXISTING 8' TRAILCANAL IMPORTATIONTRACT A
LOT 1
6:10.5%10:14:1
6:16:1
6.79EXISTING FEMA
100-YR HIGH RISK
FLOOD PLAIN
PROPOSED 4'
CONCRETE PAN
PROPOSED
12' ACCESS
ROAD
PROPOSED RETAINING
WALL (RE: LANDSCAPE)PROPOSED 2'
CONCRETE PAN
STORM DRAIN 5
SEE SHEET ST5STORM DRAIN 5-2
SEE SHEET ST5
FEMA 100-YR
FLOODWAY
CITY OF FORT COLLINS
100-YR FLOODWAY
NATURAL AREA
BUFFER
SheetTHE QUARRY BY WATERMARKThese 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 27
G4 GRADING PLAN23
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
NORTH
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.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE CITY REGULATED 100-YR
CANAL IMPORTATION FLOODPLAIN/FLOODWAY AS WELL AS THE FEMA REGULATED
SPRING CREEK 100-YR FLOODPLAIN/FLOODWAY. ANY DEVELOPMENT WITHIN THE
FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF
CITY MUNICIPAL CODE. THE DEVELOPER SHALL OBTAIN A FLOODPLAIN USE PERMIT
FROM THE CITY OF FORT COLLINS AND PAY ALL APPLICABLE FLOODPLAIN USE
PERMIT FEES PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY (BUILDING OF
STRUCTURES, GRADING, FILL, DETENTION PONDS, BIKE PATHS, PARKING LOTS,
UTILITIES, LANDSCAPED AREAS, FLOOD CONTROL CHANNELS, ETC.) WITHIN THE
CITY OF FORT COLLINS FLOODPLAIN LIMITS ARE DELINEATED ON THE FINAL
SUBDIVISION PLAT.
6.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURB CUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NO RISE CERTIFICATION,
WHICH MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE
STATE OF COLORADO.
7.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE
FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
8.ANY PEDESTRIAN BRIDGES IN THE FLOODWAY THAT AR NOT ABLE TO PASS THE
100-YR FLOW ARE REQUIRED TO BE "BREAKAWAY" AND TETHERED.
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
KEYMAP
CABLE
F.O.
TE
MH
24" SS 24" SS 24" SS 24" SS
24" SS24" SS24" SS24" SS
24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS
EEE
EEEEEEEEE
EEEEE
EEEEE
EEEEE
EEEE
TT
T
T
T
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CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
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UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
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Know what'sbelow.
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S SHIELDS ST.HOBBIT ST.WALLENBERG DR.FEMA 100-YR
HIGH RISK
FLOOD FRINGE
CITY OF FORT COLLINS
100-YR FLOODPLAIN
EXIST
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1900 S SHIELDS ST
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FEMA XSEC #22186
5014.4 FT (NAVD 88)
FEMA 100-YR
FLOODWAY
CITY OF FORT
COLLINS 100-YR
FLOODWAY
SheetTHE QUARRY BY WATERMARKThese 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 27
LEGEND:
NORTH
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
H1 PLANHISTORIC DRAINAGE 24
KEYMAP
CABLE
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/ / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST
INTERMILL LAND SURVEYING, INC.NORTHERN ENGINEERING SERVICES, INC.
COMPANY PROJECT NO. P-11-6963 COMPANY PROJECT NO. 838-016
DATE: APRIL 2011 DATE: JULY 2015
KING SURVEYORS
COMPANY PROJECT NO. 20190806
DATE: JANUARY 2020
PROJECT DATUM: NAVD88
BENCHMARK 29-92 APPROXIMATE 300 FEET SOUTH OF WEST PROSPECT ROAD AND
SHIELDS STREET, ON THE NORTH END OF THE WEST BRIDGE PARAPET WALL.
ELEVATION: 5025.67
BENCHMARK 28-92 SOUTHWEST CORNER OF WEST PROSPECT ROAD AND CENTER
AVENUE, ON A WATER VALVE PIT.
ELEVATION: 5010.65
PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM.
SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR
CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS.
IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED
FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29
UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 - 3.17'.
BASIS OF BEARINGS
WEST LINE OF THE NORTHWEST QUARTER OF SECTION 23 AS BEARING NORTH 00° 01'
50" EAST (ASSUMED BEARING), AND MONUMENTED AS SHOWN ON DRAWING.
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 PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION
2.ALL ELEVATIONS DEPICTED IN PLAN VIEW AND BENCHMARKS LISTED HEREON ARE
PER THE CITY OF FORT COLLINS VERTICAL CONTROL DATUM (NAVD 88).
3.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.
4.REFER TO THE PRELIMINARY DRAINAGE AND EROSION CONTROL REPORT FOR THE
QUARRY BY WATERMARK, DATED MARCH 3, 2021 BY NORTHERN ENGINEERING FOR
ADDITIONAL INFORMATION.
5.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE CITYREGULATED, 100YEAR
CANAL IMPORTATION FLOODPLAIN/FLOODWAY AS WELL AS THE FEMA REGULATED
SPRING CREEK 100YEAR FLOODPLAIN/FLOODWAY. ANY DEVELOPMENT WITHIN THE
FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF CITY
MUNICIPAL CODE. THE DEVELOPER SHALL OBTAIN A FLOODPLAIN USE PERMIT FROM
THE CITY OF FORT COLLINS AND PAY ALL APPLICABLE FLOODPLAIN USE PERMIT FEES
PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY (BUILDING OF STRUCTURES,
GRADING, FILL, DETENTION PONDS, BIKE PATHS, PARKING LOTS, UTILITIES,
LANDSCAPED AREAS, FLOOD CONTROL CHANNELS, ETC.) WITHIN THE CITY OF FORT
COLLINS FLOODPLAIN LIMITS AS DELINEATED ON THE FINAL SUBDIVISION PLAT
6.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,
SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE
REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH
MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF
COLORADO.
7.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY,
WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.
8.ANY PEDESTRIAN BRIDGES IN THE FLOODWAY THAT ARE NOT ABLE TO PASS THE 100
YEAR FLOW ARE REQUIRED TO BE “BREAKAWAY” AND TETHERED.
A
CROSS-SECTION (CSL)XS#: 2446
FIELD SURVEY BY:
CORRECTED EFFECTIVE BASE FLOOD
ELEVATION (BFE)
5003 (NAVD88)ELEVATION NAVD 88
BENCHMARK
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
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
DateCity Engineer
Date
Date
Date
Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Date
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
Water & Wastewater Utility
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
Environmental Planner
MH/ / / / / / / /T T T T T T T T T T
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7
1
17
0
169
168
/ / / / / / / /SUD
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UDBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB
BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBXXXXXXXXX XTRACT BTRACT ARAIN GARDEN AEXISTING DRAINAGEDITCH (DITCH C)DETENTION POND 21.32 ac.A10.98 ac.D10.22 ac.D20.61 ac.B11.75 ac.A20.54 ac.B20.64 ac.D71.15 ac.B60.48 ac.B50.29 ac.B43.48 ac.B30.11 ac.C10.16 ac.C20.49 ac.B70.47 ac.OS33.38 ac.E11.38 ac.E20.48 ac.OS11.80 ac.OS20.18 ac.F20.04 ac.F1d7d1a1b1b2b4b5b6b7b3c1d2os2os3e1e2os1c2CITY OF FORT COLLINS100-YR FLOODWAYS SHIELDS ST.HOBBIT ST.WALLENBERG DR.FEMA 100-YRHIGH RISKFLOOD FRINGECITY OF FORT COLLINS100-YR FLOODPLAINEXISTING SPRING CREEK TRAIL
SPRING
CREEK
EXISTING SIDEWALK
EXISTING 8' TRAILCANAL IMPORTATIONWINNE GRANTR/JOHNELLE S1821WALLENBERGDRERIKSENCHRISTOPHER M1825WALLENBERGDRMCCOY JOHN H/SHERRY P1900 S SHIELDS STHILL POND CONDOMINIUMSf2f1PROPOSEDSTORM DRAINPROPOSEDSTORM DRAINPROPOSEDSTORM DRAINPROPOSEDOUTFALL PIPEPROPOSEDSTORM DRAINPROPOSED OUTLETSTRUCTURE5:15:1
5:1 5:112:1
a2PROPOSEDSTORM DRAINDETENTION POND 11.16 ac.D5PROPOSEDSTORM DRAINPROPOSEDSTORM DRAIN0.21 ac.D30.77 ac.D40.07 ac.D6d4d3d5d6PROPOSED OUTLETSTRUCTUREPROPOSEDSTORMCHAMBERSPROPOSEDSTORMCHAMBERSFEMA XSEC #221865014.4 FT (NAVD 88)FEMA 100-YRFLOODWAYCITY OF FORTCOLLINS 100-YRFLOODWAYINTERMILL LAND SURVEYING, INC.NORTHERN ENGINEERING SERVICES, INC.COMPANY PROJECT NO. P-11-6963COMPANY PROJECT NO. 838-016DATE: APRIL 2011 DATE: JULY 2015KING SURVEYORSCOMPANY PROJECT NO. 20190806DATE: JANUARY 2020PROJECT DATUM: NAVD88BENCHMARK 29-92 APPROXIMATE 300 FEET SOUTH OF WEST PROSPECT ROAD ANDSHIELDS STREET, ON THE NORTH END OF THE WEST BRIDGE PARAPET WALL.ELEVATION: 5025.67BENCHMARK 28-92 SOUTHWEST CORNER OF WEST PROSPECT ROAD AND CENTERAVENUE, ON A WATER VALVE PIT.ELEVATION: 5010.65PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM.SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIORCITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS.IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIREDFOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 - 3.17'.BASIS OF BEARINGSWEST LINE OF THE NORTHWEST QUARTER OF SECTION 23 AS BEARING NORTH 00° 01'50" EAST (ASSUMED BEARING), AND MONUMENTED AS SHOWN ON DRAWING.SheetTHE QUARRY BY WATERMARK These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.NOT FOR CO
N
S
T
R
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I
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E N G I N E E R N GI
EHTRON R N
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.comof 27PROPOSED CONTOURPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTERPROPERTY BOUNDARYPROPOSED INLETADESIGN POINTFLOW ARROWDRAINAGE BASIN LABELDRAINAGE BASIN BOUNDARYPROPOSED SWALE SECTION11NOTES:ALEGEND:NORTH( IN FEET )01 INCH = 50 FEET5050100150DR1DRAINAGE PLAN25 KEYMAPCABLEF.O.TEMH24" SS
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STCROSS-SECTION (CSL)XS#: 2446FIELD SURVEY BY:CORRECTED EFFECTIVE BASE FLOODELEVATION (BFE)5003 (NAVD88)ELEVATION NAVD 88BENCHMARK1.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION2.ALL ELEVATIONS DEPICTED IN PLAN VIEW AND BENCHMARKS LISTED HEREON AREPER THE CITY OF FORT COLLINS VERTICAL CONTROL DATUM (NAVD 88).3.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY,WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. LANDSCAPINGSHALL ALSO MEET THE REQUIREMENTS FOR NO RISE IN THE FLOODWAY.4.REFER TO THE PRELIMINARY DRAINAGE AND EROSION CONTROL REPORT FOR THEQUARRY BY WATERMARK, DATED MARCH 3, 2021 BY NORTHERN ENGINEERING FORADDITIONAL INFORMATION.5.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE CITYREGULATED, 100YEARCANAL IMPORTATION FLOODPLAIN/FLOODWAY AS WELL AS THE FEMA REGULATEDSPRING CREEK 100YEAR FLOODPLAIN/FLOODWAY. ANY DEVELOPMENT WITHIN THEFLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF CITYMUNICIPAL CODE. THE DEVELOPER SHALL OBTAIN A FLOODPLAIN USE PERMIT FROMTHE CITY OF FORT COLLINS AND PAY ALL APPLICABLE FLOODPLAIN USE PERMIT FEESPRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY (BUILDING OF STRUCTURES,GRADING, FILL, DETENTION PONDS, BIKE PATHS, PARKING LOTS, UTILITIES,LANDSCAPED AREAS, FLOOD CONTROL CHANNELS, ETC.) WITHIN THE CITY OF FORTCOLLINS FLOODPLAIN LIMITS AS DELINEATED ON THE FINAL SUBDIVISION PLAT6.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES,SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THEREGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICHMUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OFCOLORADO.7.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY,WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT.8.ANY PEDESTRIAN BRIDGES IN THE FLOODWAY THAT ARE NOT ABLE TO PASS THE 100YEAR FLOW ARE REQUIRED TO BE “BREAKAWAY” AND TETHERED.CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRFOR DRAINAGE REVIEW ONLYNOT FOR CONSTRUCTION
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CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 6'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
IP
IP
IP
IP
IP
IP IP
IP
IP IP
IP
IP
OP
SFSFSF
SF
SF
SF
SF
SF SF
SF
SF SFSFSFSFSFSFSFRS
SF
PROPOSED
RAIN GARDEN
RS
RS
RS
RS RS
RS
RS
RS
RS
PROPOSED 4'
CONCRETE PAN
PROPOSED 4'
CONCRETE PAN
RS
VTC
VTC
RS
IP
PROPOSED OUTLET
STRUCTURE
SF
PROPOSED 2'
SIDEWALK
CHASE
PROPOSED 2'
SIDEWALK
CHASE
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
SIDEWALK
CHASE
CWA
LOT 1
TRACT B
TRACT A
LOT 2
LOT 1
LOT 1
FEMA 100-YR
HIGH RISK
FLOOD FRINGE
CITY OF FORT COLLINS
100-YR FLOODPLAIN
SPRI
N
G
C
R
E
E
K CANAL IMPORTATIONRP
RP
RP
RPRP
RP
IP
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
RAIN GARDEN
BIOMEDIA AREA
PROPOSED 4'
SIDEWALK
CULVERT
PROPOSED 4'
SIDEWALK
CULVERT
PROPOSED 4'
SIDEWALK
CULVERT
HOBBIT ST
HOBBIT STEXISTING SIDEWALKEXISTING SIDEWALKIP
IP
PROPOSED 2'
CONCRETE PAN
OP
RS
RS
IP
FEMA 100-YR
FLOODWAY
CITY OF FORT COLLINS
100-YR FLOODWAY
PROPOSED 2'
SIDEWALK
CHASE
PROPOSED 1'
SIDEWALK
CHASE
STORM DRAIN 1
SEE SHEET ST1
STORM DRAIN 1-7
SEE SHEET ST2
STORM DRAIN 1-8
SEE SHEET ST2
STORM DRAIN 4
SEE SHEET ST4
STORM DRAIN 4-4B
SEE SHEET ST4
STORM DRAIN 4-4A
SEE SHEET ST4
STORM DRAIN 5
SEE SHEET ST5
STORM DRAIN 5-2
SEE SHEET ST5
STORM DRAIN 2
SEE SHEET ST3
PROPOSED STORMTECH
CHAMBERS
STORM DRAIN 3
SEE SHEET ST3
SheetTHE QUARRY BY WATERMARKThese 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 27
EC1 PLANEROSION CONTROL26
( IN FEET )
0
1 INCH = 60 FEET
60 60 120 180
NORTH
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
LEGEND:
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPOSED STORM INLET
TEMPORARY BMP'S
SEEDING AND MULCHING MU
CONCRETE WASHOUT AREA CWA
RSROCK SOCK
OUTLET PROTECTION OP
SILT FENCE SF SF
1.THE LOCATION OF EROSION CONTROL MEASURES HAS BEEN SHOWN FOR
REFERENCE ONLY. THE CONTRACTOR MAY ALTER THE NUMBER OR LOCATION
OF THE EROSION CONTROL MEASURES AS REQUIRED.
2.ALL OFF-SITE AREAS DISTURBED DURING CONSTRUCTION SHALL BE
RESEEDED WITH A DRYLAND SEED MIX, AS SPECIFIED IN THE CITY OF
LOVELAND STORMWATER SPECIFICATION SECTION 02377, PART 3, TABLE 1.
3.TOTAL DISTURBED AREA OF CONSTRUCTION = 5.91 ACRES
4.SWMP ADMINISTRATOR:
Person ________________________________
Company ________________________________
Address ________________________________
Phone ________________________________
5.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE
WASHOUT AREA IF ACCESS IS OFF PAVEMENT.
GENERAL 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
STORMWATER FACILITIES 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.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO
INSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT
NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS.
10.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, SAND
BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.)
11.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.
12.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.
13.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.
14.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.
15.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING,
REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION
METHODS.
17.SLOPE PROTECTION SHALL BE PROVIDED FOR DISTURBED AREAS STEEPER THAN
6:1. SLOPE PROTECTION CAN BE ACCOMPLISHED THROUGH SLOPE TERRACING
USING A TRACKED VEHICLE, WINDROWING, HYDROMULCHING, EROSION CONTROL
FABRIC, OR ANY METHOD AS APPROVED BY THE ENGINEER OR INSPECTOR.
EROSION CONTROL NOTES:
INLET PROTECTION IP
VEHICLE TRACKING CONTROL PAD VTC
TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION
Project: LANDMARK APARTMENTS EXPANSION
CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING
BEST MANAGEMENT PRACTICES (BMPS)
STRUCTURAL "INSTALLATION"
Silt Fence Barriers *
Flow Barriers (Wattles) *
Inlet Filter Bags *
Vegetative
Temporary Seeding Planting
Mulching / Sealant
Permanent Seeding Planting
Sod Installation
Rolled Products : Netting / Blankets / Mats
Contour Furrows (Ripping / Disking)
Rock Bags *
UTILITIES
INSTALLATION
FLAT WORK
INSTALLATION
VERTICAL
INSTALLATION LANDSCAPE DEMOBILIZATION
Vehicle Tracking Pad *
* All Temporary BMPs to be Removed once Construction is Complete
Any prior inlets that could use protecting
Any prior inlets that could use protecting
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
SheetTHE QUARRY BY WATERMARKThese 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 27
EC2 DETAILSEROSION CONTROL27
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
CONCRETE WASHOUT AREA
CWA
2 ROCK SOCK DETAIL3
ROCK SOCK SECTION ROCK SOCK PLAN
ROCK SOCK JOINTING
GRADATION TABLE
SIEVE SIZE
MASS PERCENT
PASSING SQUARE
MESH SIEVES
NO. 4
2"100
1-1/2"90-100
1"20-55
3/4"0-15
3/8"0-5
MATCHES SPECIFICATIONS FOR NO. 4 COARSE AGGREGATE FOR
CONCRETE PER AASHTO M43. ALL ROCK SHALL BE FRACTURED FACE,
ALL SIDES
RS
VEHICLE CONTROL TRACKING PAD
VTC
4
CURB INLET PROTECTION
IP
7
SILT FENCE5
AT PIPE OUTLET AREAS OF STREAMS AND
DRAINAGE CHANNELS - DETAIL A
IN DIVERSION DITCH OR SMALL DITCH DRAINAGE WAY - DETAIL B
OUTSIDE OF STREAMS AND DRAINAGE CHANNELS - DETAIL C
ANCHOR DETAILS
PERIMETER ANCHOR TRENCH
JOINT ANCHOR TRENCH
INTERMEDIATE ANCHOR TRENCH
OVERLAPPING JOINT
WOOD STAKE DETAIL
MINIMUM THICKNESS 1"
USE 2x4 MATERIAL FOR STAKES
JOINT ANCHOR
TRENCH, TYP.
PERIMETER
ANCHOR
TRENCH, TYP.
TOP OF
CHANNEL BANK
TYPE OF BLANKET AS INDICATED IN PLAN VIEW, IN ALL DISTURBED AREAS OF
STREAMS AND DRAINAGE CHANNELS TO DEPTH "D" ABOVE CHANNEL INVERT.
BLANKET SHALL GENERALLY BE ORIENTED PARALLEL TO FLOW DIRECTION.
STAKING PATTERN SHALL MATCH BLANKET TYPE.
UNDISTURBED
SOIL
TYPE OF BLANKET,
INDICATED IN PLAN VIEW PER MANUFACTURER SPEC. OR TYPE 2 OR 3 STAKING
(MATCH SPECIFIED BLANKET TYPE) SEE THE STAKING
PATTERNS DETAIL ON NEXT SHEET
PERIMETER
ANCHOR TRENCH, TYP.
JOINT ANCHOR TRENCH, TYP.
COMPACTED
SUBGRADE
1
>3
THE BLANKET SHALL
BE EXTENDED TO THE
TOP OF CHANNEL
"D" 6"TOPSOIL"M"
OVERLAPPING JOINT, SEE
DETAIL ON THIS SHEET
STAGGER
OVERLAPS
PERIMETER ANCHOR TRENCH
SEE DETAIL ON THIS SHEET
PER MANUFACTURER SPEC.
OR TYPE 1 STAKING SEE
THE STAKING PATTERN
DETAIL ON NEXT SHEET
BLANKET SHALL BE
100% STRAW MIN.
DIVERSION DITCH
TYPICALLY AT
TOP OF SLOPE
6"TOPSOIL6" MIN.
(TYP.)
3" MIN.
(TYP.)
SINGLE EDGE
EROSION CONTROL
BLANKET (TYP.)
COMPACTED
BACKFILL (TYP.)
STAKE (TYP.)
TWO EDGES OF
TWO ADJACENT
ROLLS
LOOP FROM
MIDDLE OF
ROLL
FLOW 6"
3" MIN. 12"MIN. STAKING PATTERNS
SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION. IF NO MANUFACTURER'S
SPECIFICATION IS AVAILABLE USE THE ACCEPTABLE STAKING PATTERN (AS SHOWN ABOVE)
PERIMETER ANCHOR
TRENCH OR JOINT
ANCHOR TRENCH, TYP.
STRAW-COCONUT
COCONUT OR EXCELSIOR
STRAW
ROLL WIDTH
"W" (TYP.)6'3'1/2 "W"
1/2 "W"
1/2 "W"
1/2 "W"
1/2 "W"4'3'2'ECB
EROSION CONTROL BLANKET TYPE
TYPE
STRAW*
STRAW-COCONUT
EXCELSIOR
COCONUT
CONTENT
-
30% MIN.
-
STRAW
CONTENT
100%
-
NETTING MIN.
DOUBLE/NATURAL
100%
-
-
EXCELSIOR
CONTENT
COCONUT --100%
* FOR OUTSIDE OF STREAMS AND DRAINAGE CHANNELS
DOUBLE/NATURAL
DOUBLE/NATURAL
DOUBLE/NATURAL
MAX.70%
EROSION CONTROL BLANKET8
SF
OUTLET PROTECTION1
AA
PLAN VIEW
SECTION A-A
2:1
OP
WQCV
PLANTED RIPRAP INSTALLATION
RP
6