HomeMy WebLinkAboutTHE QUARRY BY WATERMARK - PDP200019 - - UTILITY PLANS (2)PROSPECT 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
Know what's below.
before you dig.Call
R
NOVEMBER 2020
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
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
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
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 OG1 OVERALL GRADING PLAN
11-14 G1-G4 GRADING PLAN
15 H1 HISTORIC DRAINAGE PLAN
16 DR1 DRAINAGE PLAN
17 EC1 EROSION CONTROL PLAN
18 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 18
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
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
before you dig.Call
R
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 November 10,
2020 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.
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 CS2 CONSTRUCTION NOTESGENERAL AND2
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 18
V.P.CABLEF.O.HYDVAULTELECVAULTELECVAULTELECTESSMHSSSSSST SH2OTRAFFICVAULTT SVAULTELECSVAULTELECVAULTELECCONTROLIRRCONTROLIRRCONTROLIRRELECCONTROLIRRCONTROLIRRIRRWV.P.CONTROLIRRCONTROLIRRCONTROLIRRSCONTROLIRRCONTROLIRRCONTROLIRRCONTROLIRRHYDS
S15" SS18" SS18" SS18" SS18" SS18" SS18" SS18" SS18" SS18" SS18" SS18" SS18" SS18" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS24" SS8" SS8" SS8" SS8" SS8" SS
8" SS/ / / / / / / /EE E E E E E E E ETTTTTTTTGGGGGGGGGGG WWWWWW
WW12" W 12" W 12" W 12" W 12" W 12" WEFOEEEEEEEEEGGGGGG
XXXXXXXXXXX30" W 30" W 30" W 30" W 30" W 30" W 30" W 36" W36" W36" W8" W
FDCFSEEEEUDUDUDUDUDUDUDUDUDUDUDSSWW
WSSUD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UDDF.O.DSH2OSHYDMHSHYDMMMHELEC/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WXXXXXXXXXXXXST ST ST ST STSS
30" WWINNE GRANT R/JOHNELLE S1821 WALLENBERG DRERIKSEN CHRISTOPHER M1825 WALLENBERG DRMCCOY JOHN H/SHERRY P1900 S SHIELDS STHILL POND CONDOMINIUMSEXISTING 8" WATERLINEEXISTING 24" CLAYSANITARY SEWEREXISTING 18" CLAYSANITARY SEWEREXISTING 8"SANITARY SEWERTO BE RELOCATEDEXISTING 12" WATERLINEEXISTING 24" CLAYSANITARY SEWEREXISTING 30"WATERLINEFEMA 100-YRHIGH RISKFLOOD FRINGELANDMARKAPARTMENTSTREES TO BEREMOVED (TYP.)EXISTING SPRING CREEK
TRA
IL
S SHIELDS ST.HOBBIT ST.CITY OF FORT COLLINS100-YR FLOODPLAINFEMA 100-YR HIGH RISKFLOOD FRINGEEXISTINGUNDERDRAINEXISTING 40' ROWEXISTING 40' ROWWALLENBERG DR.EXISTING 5' SIDEWALK36' FL-FLEXISTING 8"WATERLINEEXISTING FENCEEXISTING12"WATERLINE40' UTILITY EASEMENTTO BE VACATED24' UTILITY &ACCESSEASEMENT TO BEVACATED28' UTILITY &ACCESS EASEMENTTO BE VACATED28' UTILITYEASEMENT TO BEVACATED15' UTILITYEASEMENT TO BEVACATED40' UTILITY EASEMENTTO BE VACATED20' UTILITY EASEMENTTO BE VACATED10' UTILITYEASEMENT TO BEVACATED8' UTILITYEASEMENT TO BEVACATED20' DRAINAGEEASEMENT TO BEVACATED20' UTILITY &ACCESS EASEMENTTO BE VACATED8' UTILITYEASEMENT TOBE VACATED15' UTILITYEASEMENT TOBE VACATED40' UTILITYEASEMENT TOBE VACATED8' UTILITYEASEMENT TO BEVACATED8' UTILITYEASEMENT TOBE VACATEDDRAINAGE EASEMENTREC. NO. 2020001550420' UTILITYEASEMENT TOBE VACATED120' DRAINAGE EASEMENTTO BE VACATEDREC. NO. 8704345425' TEMPORARYCONSTRUCTION EASEMENTTO BE VACATEDREC. NO. 9001987380' DRAINAGE EASEMENTTO BE VACATEDREC. NO. 8704345415' SLOPE EASEMENTTO BE VACATEDREC. NO. 9001987328' UTILITY &ACCESS EASEMENTTO BE VACATEDEXISTING 8"SANITARY SEWERTO BE RELOCATEDEXISTINGUNDERDRAIN54' ROW TOBE VACATEDEXISTING ELECTRICVAULT (TYP.)EXISTING 8' TRAILEXISTING CANALIMPORTATIONSPRING
CREEKEASEMENT TOBE VACATEDSheetTHE 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 18EX1DEMOLITION PLAN
EXISTING CONDITIONS &3CALL 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.Feet0606060120180DateCity EngineerDateDateDateDateStormwater UtilityParks & RecreationTraffic EngineerDateAPPROVED:CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:Water & Wastewater UtilityCity of Fort Collins, ColoradoUTILITY PLAN APPROVALEnvironmental PlannerEXISTING ELECTRICELEGEND:GTEXISTING STORM SEWEREXISTING TELEPHONEEXISTING GASEXISTING IRRIGATION BOXEXISTING GAS METEREXISTING TELEPHONE PEDESTALEXISTING TREES (TO REMAIN)FIELD SURVEY BY:SUBSURFACE EXPLORATION BY:NOTES:EXISTING SANITARY SEWERSSEXISTING WATERWEXISTING FENCEXEXISTING WATER METEREXISTING FIRE HYDRANTEXISTING ELECTRIC VAULTPROJECT BOUNDARYEXISTING RIGHT-OF-WAYEXISTING MAJOR CONTOUREXISTING MINOR CONTOURVAULTELECCONTROLIRREXISTING TREES (TO BE REMOVED)EXISTING CABLECTVEXISTING FIBER OPTICFO1. 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.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 THATMAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDESAPPROPRIATE 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 EXISTINGSITE SURVEY.EXISTING OVERHEAD UTILITYOHEIntermill 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 2020Earth Engineering Consultants, LLCGeotechnical Exploration Report Shields Mixed Use Development South of HobbitStreet, East of South Shields Street.Fort Collins, CO.EEC Project No. 1152075KEYMAPCABLEF.O.TEMH24" SS
24"
SS
24"
SS24" SS24" SS24" SS24" SS24" SS24" SS
24"
SS
24"
SS24" SS24" SS24" SS24" SS24" SS24" SS
24"
SS
24"
SS24" SS24" SS24" SS24" SS24" SS24" SS
24"
SS
24"
SS24" SS24" SS24" SS24" SS
24"
SS
24"
SS24" SS24" SS24" SS24" SS24" SS24" SS
24"
SS
24"
SS24" SS24" SS24" SS24" SS24" SS24" SS
24"
SS
24"
SS
E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
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 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 G G G
G G G G G G G G G G G G G G G
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W
30" W
30" W
UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD UD UD
UD
UD UD UD
UD
UD
UD UD UD
UD
UD
UD UD UD
UD
UD UD UD UD
MH/ / / / / / / // / / / / / / // / / / / / / /
30"
W30" W30" W30" W30" W
30"
W30" W30" W
30"
W30" W30" W30" W30" W
30"
W30" W30" W
30"
W30" W30" W30" W30" W
30"
W30" W30" W
30"
W30" W30" W30" W30" W
30"
W30" W30" W
30"
W30" W30" W30" W30" W
30"
W30" W30" W
30"
W30" W30" W30" W30" WXST
ST
ST
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
ST
MH/ / / / / / / /XXXXXXXXXXXXXXXXXMHMMMH/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXX
XXXXXXXXXMCCOY JOHN H/SHERRY P1900 S SHIELDS ST6' SIDEWALK5' SIDEWALK6' SIDEWALK6.5' SIDEWALK6' SIDEWALK6' SIDEWALK
6' SIDEWALK6' SIDEWALK5' SIDEWALK
6' SIDEWALK9' SIDEWALK9' SIDEWALK6'
S
IDEWALK
6'
S
IDEWALK 4.5' SIDEWALK4.5' SIDEWALK5' SIDEWALK
9' SIDEWALK
9' SIDEWALK
9' SIDEWALK
6' SIDEWALK 6' SIDEWALK
7' SIDEWALK
4' SIDEWALK4' SIDEWALK5'
S
IDEWALK 5' SIDEWALK5' SIDEWALK6' SIDEWALKS SHIELDS ST.HOBBIT ST.WALLENBERG DR.8' SIDEWALK6' SIDEWALK6' SIDEWALK7' SIDEWALK6' SIDEWALK4' SIDEWALK
EXISTING 8' TRAILSPRING
CREEKEXIST
ING
SPR
ING
CREEK
TRA
IL
EXISTING SIDEWALK
LOT 1TRACT BTRACT ALOT 2CANAL IMPORTATION8.5'8.5'8'8'8'17'9'8'9'9'8'9'8'9'9'9'9'9'9'9'9'9'8.5'9'8.5'8.5'8.5'8'8'8.5'8.5'8.5'8.5'8.5'5'8'8.5'8.5'8.5'17'17'17'17'17'17'17'8.5'8.5'17'17'21'8.5'17'8.5'17'17'17'8.5'17'8.5'17'17'17'8.5'8.5'8.5'8.5'8.5'17'17'17'17'14'15.5'15.5'17'17'17'8.5'17'8.5'8.5'8.5'8.5'17'16.5'16.5'17'9'9'26' FL-FL23' FL-FL26' FL-FL26' FL-FL26' FL-FL26' 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' EMERGENCYACCESSEASEMENT26' EMERGENCYACCESSEASEMENT26' EMERGENCYACCESSEASEMENT26' EMERGENCYACCESSEASEMENT26' EMERGENCYACCESSEASEMENTPROPOSED 4'CONCRETE PANPROPOSED 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 PANPROPOSED 4'CONCRETE PANEXISTING SIDEWALKCULVERTFEMA 100-YRHIGH RISKFLOOD FRINGECITY OF FORTCOLLINS 100-YRFLOODPLAINPROPOSED 4'SIDEWALK CULVERTRAIN GARDENBIOMEDIA AREARAIN GARDENBIOMEDIA AREAPROPOSED 4'SIDEWALK CULVERTNATURAL AREABUFFERPROPOSED 2'CONCRETE PANPROPOSED 4'SIDEWALK CULVERTPROPOSED 4'SIDEWALK CULVERTFEMA 100-YR HIGHRISK FLOOD FRINGEPROPOSED 2'CURB CUTPROPOSEDSIDEWALK CULVERTNATURAL AREABUFFER21'21'PROPOSED 2'CONCRETE PANPROPOSED 2'CONCRETE PANPROPOSED 2'CONCRETE PANPROPOSED 2'CONCRETE PANPROPOSED 2'CONCRETE PANMATCH INTO EXISTINGSIDEWALK, CURB,AND GUTTER26' FL-FL33' WATER EASEMENTPROPOSEDPEDESTRIAN BRIDGESheetTHE 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 18PV1PAVING 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.PROPOSED VERTICAL CURB & GUTTERPROPERTY BOUNDARYEXISTING LOT LINE/ / / / / / / /PROPOSED EDGE OF PAVEMENTASPHALT PAVINGPROPOSED OUTFALL VERTICAL CURB & GUTTERLEGEND:CONCRETE PAVINGKEYMAPCABLEF.O.TEMH24" SS
24"
SS
24"
SS24" SS24" SS24" SS24" SS24" SS24" SS
24"
SS
24"
SS24" SS24" SS24" SS24" SS24" SS24" SS
24"
SS
24"
SS24" SS24" SS24" SS24" SS24" SS24" SS
24"
SS
24"
SS24" SS24" SS24" SS24" SS
24"
SS
24"
SS24" SS24" SS24" SS24" SS24" SS24" SS
24"
SS
24"
SS24" SS24" SS24" SS24" SS24" SS24" SS
24"
SS
24"
SS
E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
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 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 G G G
G G G G G G G G G G G G G G G
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W
30" W
30" W
UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD UD UD
UD
UD UD UD
UD
UD
UD UD UD
UD
UD
UD UD UD
UD
UD UD UD UD
MH/ / / / / / / // / / / / / / // / / / / / / /
30"
W30" W30" W30" W30" W
30"
W30" W30" W
30"
W30" W30" W30" W30" W
30"
W30" W30" W
30"
W30" W30" W30" W30" W
30"
W30" W30" W
30"
W30" W30" W30" W30" W
30"
W30" W30" W
30"
W30" W30" W30" W30" W
30"
W30" W30" W
30"
W30" W30" W30" W30" WXST
ST
ST
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
ST
DateCity EngineerDateDateDateDateStormwater UtilityParks & RecreationTraffic EngineerDateAPPROVED:CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:Water & Wastewater UtilityCity of Fort Collins, ColoradoUTILITY PLAN APPROVALEnvironmental Planner
V.P.
CABLE
F.O.HY D
VAULT
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
24" SS
24" SS24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS
8
"
S
S
8" SS 8" SS 8" SS/ / / / / / / /EEEEEEEEEETTTTTTTTGGGGGGGGGGGWW W W W W W W
12" W12" W12" W12" W12" W12" WEFOEEEEEEEEEGGGGGGXXXXXXXXXXX30" 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
H2O
S
HY DMH
S
HY D
MM
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
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
PROPOSED 8" PVC
SANITARY SEWER
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 FIRE
HYDRANT
PROPOSED 8"
PVC SANITARY
33' WATERLINE EASEMENT
48' SANITARY SEWER EASEMENT
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'
SIDEWALK
CHASE
PROPOSED FIRE
HYDRANT
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
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
RAIN GARDEN
BIOMEDIA AREA
SPRING
C
R
E
E
K 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
LOT 2
PROPOSED FIRE
HYDRANT
PROPOSED 2'
CURB CUTCANAL 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
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 18
OU1 OVERALL UTILITY PLAN5
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
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 14"
BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
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
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
KEYMAP
CABLEF.O.
TE
MH
24" SS 24" SS 24" SS 24" SS
24" SS
24"
SS
24"
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
EEEEEEEEEEE EEEEEEEEEEEEEEEEEEEETTTTTTTTTTTTTTTTTTTTTTTTTTTTTTGW 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" WE EEEEEEEEEEEEEEEEEEEEGGGGGGGGGGG GGGGGG GGGGXX
X
XXX
X
XXX
XX
X
X
X
X
X
X
XX
X
X
XX
X
X
XXXXX
X
X
XXXXX
X
30" 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 XST ST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTU1 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 D
S 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
24" SS 24" SS 24" SS
24" 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
8
"
S
S
8
"
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' SIDEWALK
5' SIDEWALK
6' SIDEWALK
6.5' SIDEWALK
6' SIDEWALK6' SIDEWALK6' SIDEWALK
6' SIDEWALK 9' SIDEWALK9' SIDEWALK
8' SIDEWALK
6' SID
E
W
A
L
K
4.5' SIDEWALK
S SHIELDS ST.HOBBIT ST.
4.5' SIDEWALK
5' SIDEWALK9' SIDEWALKEXISTING 8" PVC
SANITARY SEWER
SSSS
SSSWWWWWWFFFFFFWFWFSPROPOSED 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
23'
FL-FL
6' SID
E
W
A
L
K
26'
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 24" CLAY
SANITARY SEWER
6' SIDEWALK
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
FIRE HYDRANT
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
26' EMERGENCY
ACCESS
EASEMENT
26' EMERGENCY
ACCESS
EASEMENT
33' WATERLINE
EASEMENT
PROPOSED
FIRE HYDRANT
PROPOSED 8"
PVC SANITARY
SEWER
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 5' SIDEWALKNOTES:
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 14"
BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
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 18
U1 UTILITY PLAN6
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
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
NORTH
KEYMAP
CABLEF.O.
TE
MH
24" SS 24" SS 24" SS 24" SS
24" SS
24"
SS
24"
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
EEEEEEEEEEE EEEEEEEEEEEEEEEEEEEETTTTTTTTTTTTTTTTTTTTTTTTTTTTTTGW 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" WE EEEEEEEEEEEEEEEEEEEEGGGGGGGGGGG GGGGGG GGGGXX
X
XXX
X
XXX
XX
X
X
X
X
X
X
XX
X
X
XX
X
X
XXXXX
X
X
XXXXX
X
30" 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 XST ST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTU1 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
V.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
24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SSXXX
XXXXXXXXXXXXXXXXXFDC
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 D
MH
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' SIDEWALK6' SID
E
W
A
L
K 9' SIDEWALK9' SIDEWALK9' SIDEWALK6' SIDEWALK6' SIDEWALK7' SIDEWALK6' SIDEWALK
5' SIDEWALK5' SIDE
W
A
L
K
7'
S
I
D
E
W
A
L
K
6' SIDEWALKSS S
S
SSSSSSSSSWWW
WWWWWWWFFFFFFFFF
FF
UDUDWF
UDUDUDUDUDFWPROPOSED 8" PVC
SANITARY SEWER
PROPOSED 8"
PVC WATER
PROPOSED 8" PVC
SANITARY SEWER
WALLENBERG DR.PROPOSED SANITARY
SERVICE (TYP.)
PROPOSED FIRE
SERVICE (TYP.)
PROPOSED WATER
SERVICE (TYP.)
CONNECT TO EXISTING
24" SANITARY SEWER
26'
FL-FL
23'
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
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
RAIN GARDEN
PROPOSED
STORM DRAIN
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
7' SIDEWALKPROPOSED
RAIN GARDEN
26' EMERGENCY
ACCESS
EASEMENT
26' EMERGENCY
ACCESS
EASEMENT
26' EMERGENCY
ACCESS
EASEMENT
5' SIDEWALK4' SIDEWALK33' WATERLINE
EASEMENT
PROPOSED 8"
PVC WATER
RAIN GARDEN
BIOMEDIA AREA
PROPOSED 4'
SIDEWALK CULVERT
PROPOSED 4'
SIDEWALK CULVERT EXIST
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
BUFFER 5' SIDEWALKNOTES:
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 14"
BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
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 18
U2 UTILITY PLAN7
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
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
NORTH
KEYMAP
CABLEF.O.
TE
MH
24" SS 24" SS 24" SS 24" SS
24" SS
24"
SS
24"
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
EEEEEEEEEEE EEEEEEEEEEEEEEEEEEEETTTTTTTTTTTTTTTTTTTTTTTTTTTTTTGW 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" WE EEEEEEEEEEEEEEEEEEEEGGGGGGGGGGG GGGGGG GGGGXX
X
XXX
X
XXX
XX
X
X
X
X
X
X
XX
X
X
XX
X
X
XXXXX
X
X
XXXXX
X
30" 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 XST ST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTU1 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
H2O
ELEC
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /STSTSTSTSTSTSTSTSTSTSTSTSS SS SSSTHILL POND CONDOMINIUMS
EXISTING 36" WATERLINE
6' SIDEWALK
6' SID
E
W
A
L
KS
SWWFWFS
PROPOSED 8" PVC
SANITARY SEWER
PROPOSED 8"
PVC WATER
S SHIELDS ST.6' SID
E
W
A
L
K
26'
FL-FL
60'
FL-FL
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
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
PROPOSED 8"
PVC SANITARY
SEWER
SPRI
N
G
C
R
E
E
K
PROPOSED 4'
SIDEWALK CULVERT
PROPOSED 4'
SIDEWALK CULVERT
LOT 2
LOT 1
NATURAL AREA
BUFFER
EXISTING 8" WATERLINE
EXISTING 30"
WATERLINE
EXISTING SIDEWALKPROPOSED SANITARY
SERVICE (TYP.)
LOT 1
TRACT B
FEMA 100-YR
HIGH RISK
FLOOD FRINGE
CONNECT TO
EXISTING
WATERLINE
EXISTING 18" CLAY
SANITARY SEWER
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 14"
BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
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 18
U3 UTILITY PLAN8
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
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
NORTH
KEYMAP
CABLEF.O.
TE
MH
24" SS 24" SS 24" SS 24" SS
24" SS
24"
SS
24"
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
EEEEEEEEEEE EEEEEEEEEEEEEEEEEEEETTTTTTTTTTTTTTTTTTTTTTTTTTTTTTGW 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" WE EEEEEEEEEEEEEEEEEEEEGGGGGGGGGGG GGGGGG GGGGXX
X
XXX
X
XXX
XX
X
X
X
X
X
X
XX
X
X
XX
X
X
XXXXX
X
X
XXXXX
X
30" 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 XST ST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTU1 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 U4
XXXXXXXUDUDUDUDUDUDUDUDELEC
XXXXXXXXXXXXXWINNE GRANT R/JOHNELLE S
1821 WALLENBERG DR
ERIKSEN CHRISTOPHER M
1825 WALLENBERG DR
MCCOY JOHN H/SHERRY P
1900 S SHIELDS ST
6' SID
E
W
A
L
K
UDUDUDUDFW6' SID
E
W
A
L
K
PROPOSED
STORM DRAIN
PROPOSED
RAIN GARDEN
PROPOSED
STORM DRAIN
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
RAIN GARDEN
BIOMEDIA AREA
PROPOSED 4'
SIDEWALK CULVERT
TRACT B
FEMA 100-YR
HIGH RISK
FLOOD FRINGE
CITY OF FORT
COLLINS 100-YR
FLOODPLAIN
NATURAL AREA
BUFFER
PROPOSED 4'
SIDEWALK CULVERT CANAL IMPORTATIONLOT 1
TRACT AFEMA 100-YR
HIGH RISK
FLOOD FRINGE
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 14"
BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
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 18
U4 UTILITY PLAN9
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
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
NORTH
KEYMAP
CABLEF.O.
TE
MH
24" SS 24" SS 24" SS 24" SS
24" SS
24"
SS
24"
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
EEEEEEEEEEE EEEEEEEEEEEEEEEEEEEETTTTTTTTTTTTTTTTTTTTTTTTTTTTTTGW 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" WE EEEEEEEEEEEEEEEEEEEEGGGGGGGGGGG GGGGGG GGGGXX
X
XXX
X
XXX
XX
X
X
X
X
X
X
XX
X
X
XX
X
X
XXXXX
X
X
XXXXX
X
30" 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 XST ST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTU1 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
T
MH
/ / / / / / / /XXXXXXXXXXXXXU
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 UDUDUDUDS 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 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
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
OUTFALL PIPE
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED
STORM DRAIN
PROPOSED
RAIN GARDEN
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
LOT 2
SPRI
N
G
C
R
E
E
K
RAIN GARDEN
BIOMEDIA AREA
RAIN GARDEN
BIOMEDIA AREA
PROPOSED 4'
SIDEWALK
CULVERT
PROPOSED 4'
SIDEWALK CULVERT
PROPOSED
SIDEWALK
CULVERT
PROPOSED
SIDEWALK
CULVERTEXISTING SIDEWALKEXISTING 8' TRAIL
PROPOSED
LANDSCAPE WALL
CANAL IMPORTATIONKEYMAP
CABLEF.O.
TE
MH
24" SS 24" SS 24" SS 24" SS
24" SS
24"
SS
24"
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
EEEEEEEEEEE EEEEEEEEEEEEEEEEEEEETTTTTTTTTTTTTTTTTTTTTTTTTTTTTTGW 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" WE EEEEEEEEEEEEEEEEEEEEGGGGGGGGGGG GGGGGG GGGGXX
X
XXX
X
XXX
XX
X
X
X
X
X
X
XX
X
X
XX
X
X
XXXXX
X
X
XXXXX
X
30" 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 XST ST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSheetTHE 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 18
OG1 OVERALL GRADING PLAN10
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.
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
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
G1 G2
G3 G4
UDUDUDUD
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /29' HALF ROW
6' SIDEWALK
5' SIDEWALK
6' SIDEWALK
6.5' SIDEWALK
6' SIDEWALK6' SIDEWALK6' SIDEWALK
6' SIDEWALK
6' SIDEWALK
9' SIDEWALK9' SIDEWALK
6' SIDEWALK
6' SID
E
W
A
L
K
6' SID
E
W
A
L
K
4.5' SIDEWALK
S SHIELDS ST.HOBBIT ST.
4.5' SIDEWALK
5' SIDEWALK9' SIDEWALK16.6816.7215.
0
3
14.5017.861
7
.
6
1
17.9418.151
7
.
9
6
17.66
1
7
.
8
2
17.
2
4
17.0617.49
17.4916.6516.6016.
0
4
16.00
1
5
.
6
2 15.541
5
.
2
4
13.88
15.
0
9
16.3216.011
6
.
8
1
17.261
7
.
7
4
17.9916.90
17.1016.27
16.
0
7
15.22
15.
1
5 14.0917.38
16.
7
9
16.41
15.
6
2
14.72
1
4
.
5
8
15.
0
0
14.
6
313.8613.93
14.
5
1
15.15
15.2014.54
15.3815.54
15.
5
8
16.12
16.
1
716.51
17.82
17.0116.92
15.
9
7
16.8017.21
16.7417.4613.26
13.20
13.39
FFE=16.25 FFE=16.33
FFE=19.00
FFE=18.50 FFE=16.50
FFE=17.73
1
8
.
0
6
15.
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
FFE=18.50
18.50
18.50 18.5018.501
7
.
2
3
17.73
17.7317.73
18.
0
018.0018.50 18.00
16.00
16.00
16.00
16.00
17.732.0%3.0%4.0%2.0%1.0%0.8%0.8%2.0%2.0%2.0%0.8%2.0%0.8%
2.0%0.6%1.5%
0.8%1.8%1.8%2.0%2.0%1.0%1.1%2.0%0.5%1.7%1.8%2.0%0.8%0.5%0.5%2.0%2.0%2.0%2.0%0.5%0.5%2.0%2.0%2.0%2.0%1.5%0.5%2.0%0.6%2.0%
2.
5
%
2.
0
%
1.1%
2.1%
1.2%3.0%3.2%2.0%
1.5%
0.5%0.5%0.5%
1.0%1.0%1.5%1.3%
1.2%
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
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN PROPOSED
STORM DRAIN
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
AREA DRAIN
PROPOSED
AREA DRAIN
PROPOSED
AREA DRAIN
PROPOSED
AREA DRAIN
PROPOSED 2'
SIDEWALK
CHASE
PROPOSED 2'
SIDEWALK CHASE
PROPOSED
AREA DRAIN
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
26' EMERGENCY
ACCESS
EASEMENT
26' EMERGENCY
ACCESS
EASEMENT
33' WATER
EASEMENT
48' SANITARY
SEWER EASEMENT
LOT 1
LOT 1EXISTING SIDEWALK(1
3
.
7
3
)5' SIDEWALKEXISTING SIDEWALKHOBBIT ST
PROPOSED 30" VERTICAL
CURB & GUTTER
2.0%0.6%
LOT 1
LOT 1
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 18
G1 GRADING PLAN11
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
( 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.
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
CABLEF.O.
TE
MH
24" SS 24" SS 24" SS 24" SS
24" SS
24"
SS
24"
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
EEEEEEEEEEE EEEEEEEEEEEEEEEEEEEETTTTTTTTTTTTTTTTTTTTTTTTTTTTTTGW 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" WE EEEEEEEEEEEEEEEEEEEEGGGGGGGGGGG GGGGGG GGGGXX
X
XXX
X
XXX
XX
X
X
X
X
X
X
XX
X
X
XX
X
X
XXXXX
X
X
XXXXX
X
30" 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 XST ST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTG1 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
MHXXXXXXXXXXXX
XXXXXXXXUDE 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
S
S
UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH
MM
MH
XXXXXXXXXXXXXXXXXXXXXWINNE GRANT R/JOHNELLE S
1821 WALLENBERG DR9' SIDEWALK6' SID
E
W
A
L
K 9' SIDEWALK9' SIDEWALK9' SIDEWALK6' SIDEWALK6' SIDEWALK7' SIDEWALK7' SIDEWALK6' SIDEWALK
5' SIDEWALK5' SIDE
W
A
L
K
7'
S
I
D
E
W
A
L
K
6' SIDEWALK
UDUDUDUDUDUDUD14.03
13.19
15.
0
3
14.50
15.2413.88
15.
0
9
13.1012.18
14.25 13.9413.891
3
.
3
3
13.76
13.73
14.24
13.76
13.03 12.84
12.70
12.56
12.4712.0711.55
1
2
.
4
3
13.62
13.1313.18
1
3
.
6
6 12.451
4
.
0
9
15.
0
0
14.
6
313.8613.93
14.
5
1
15.15
15.2014.54
12.45
12.49
12.82 12.47
12.08
12.54
13.39
12.
9
3
13.48
14.70
14.64
14.62
12.3712.47
13.26
13.20
13.39
13.
0
8
12.74
FFE=16.33
FFE=14.75
FFE=14.40
FFE=14.40
FFE=14.75
FFE=14.75
FFE=14.00
FFE=14.00
FFE=13.66FFE=13.66
FFE=14.25FFE=14.25
FFE=14.9914.0914.
0
9
14.09
14.09
15.66
15.
6
6
16.00
16.00
14.3214.32
14.32
14.
3
2
13.58
13.00
13.00
13.33
13.33
13.73
13.72
1
4
.
0
8
14.08
4' SIDEWALK
4' SIDEWALK
5' SIDEWALK2.0%1.5%0.5%2.0%0.6%1.5%1.1%0.5%2.0%2.0%0.5%2.0%2.0%0.5%0.5%
0.
5
%1.7%2.0%2.0%0.9%1.0%2.0%2.0%2.0%2.0%
2.0%
2.0%2.0%2.0%
2.0%
2.0%
2.0%
2.1%0.5%0.5%0.5%
0.
5
%
0.5%1.0%1.0%0.5%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
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
AREA DRAIN
PROPOSED
AREA DRAIN
26' EMERGENCY
ACCESS
EASEMENT
26' EMERGENCY
ACCESS
EASEMENT 5' SIDEWALK4' SIDEWALKPROPOSED
RAIN GARDEN
PROPOSED
RAIN GARDEN
26' EMERGENCY
ACCESS
EASEMENT
TRACT A
LOT 1 EXISTING 8' TRAILRAIN GARDEN
BIOMEDIA AREA
PROPOSED 4'
SIDEWALK CULVERT
33' WATER
EASEMENT(13.73)(13.21)CANAL IMPORTATIONHOBBIT ST
WALLENBERG DRPROPOSED
STORM DRAIN
0.5%NATURAL AREA
BUFFER
NATURAL AREA
BUFFER
13.22
0.5%LOT 1
LOT 1
LOT 1
48' SANITARY
SEWER EASEMENT
KEYMAP
CABLEF.O.
TE
MH
24" SS 24" SS 24" SS 24" SS
24" SS
24"
SS
24"
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
EEEEEEEEEEE EEEEEEEEEEEEEEEEEEEETTTTTTTTTTTTTTTTTTTTTTTTTTTTTTGW 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" WE EEEEEEEEEEEEEEEEEEEEGGGGGGGGGGG GGGGGG GGGGXX
X
XXX
X
XXX
XX
X
X
X
X
X
X
XX
X
X
XX
X
X
XXXXX
X
X
XXXXX
X
30" 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 XST ST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSheetTHE 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 18
G2 GRADING PLAN12
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
( 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.
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
6' SIDEWALK
6' SID
E
W
A
L
K
6' SID
E
W
A
L
K 13.88
15.
0
9
16.3216.0116.53
16.60
17.30
16.33
16.39
16.14
15.67 15.4614.81
FFE=17.73
FFE=17.74 17.7317.73
16.60
17.0717.07
1
7
.
7
617.732.0%
2.
5
%
2.
0
%
1.1%
0.5%
2.1%
0.6%1.9%2.0%1.6%
0.5%2.0%2.0%
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
OUTFALL PIPE
PROPOSED 2'
CONCRETE PAN
PROPOSED
AREA DRAIN
EXISTING 26"
STORM DRAIN
EXISTING 30"
STORM DRAIN
PROPOSED OUTLET
STRUCTURES SHIELDS STLOT 2
LOT 1
SPRIN
G
C
R
E
E
K
PROPOSED 4'
SIDEWALK CULVERT
EXIST
I
N
G
S
P
R
I
N
G
C
R
E
E
K
T
R
A
I
LEXISTING SIDEWALKEXISTING SIDEWALKTRACT B
6' SID
E
W
A
L
K
0.6%
NATURAL AREA
BUFFER
LOT 1
PROPOSED
SIDEWALK
CHASE
KEYMAP
CABLEF.O.
TE
MH
24" SS 24" SS 24" SS 24" SS
24" SS
24"
SS
24"
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
EEEEEEEEEEE EEEEEEEEEEEEEEEEEEEETTTTTTTTTTTTTTTTTTTTTTTTTTTTTTGW 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" WE EEEEEEEEEEEEEEEEEEEEGGGGGGGGGGG GGGGGG GGGGXX
X
XXX
X
XXX
XX
X
X
X
X
X
X
XX
X
X
XX
X
X
XXXXX
X
X
XXXXX
X
30" 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 XST ST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSheetTHE 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 18
G3 GRADING PLAN13
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
( 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.
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
XXXXXXXUDUDUDUDUDUDUDUDXXXXXXXXXXXXXWINNE GRANT R/JOHNELLE S
1821 WALLENBERG DR
ERIKSEN CHRISTOPHER M
1825 WALLENBERG DR
MCCOY JOHN H/SHERRY P
1900 S SHIELDS ST
6' SID
E
W
A
L
K
UDUDUDUD13.88
15.
0
9
13.1012.0711.55
1
2
.
4
3
FFE=14.99
EXISTING
S
P
R
I
N
G
C
R
E
E
K
T
R
A
I
L
EXISTING FEMA
100-YR HIGH RISK
FLOOD PLAIN14.3214.32
14.32
14.
3
2 1.7%2.0%
2.0%
2.1%
PROPOSED 4'
CONCRETE PAN
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
AREA DRAIN
PROPOSED
RAIN GARDEN
SPRING CREEK
TRACT B EXISTING 8' TRAILRAIN GARDEN
BIOMEDIA AREA
PROPOSED 4'
SIDEWALK
CULVERT CANAL IMPORTATIONTRACT A
NATURAL AREA
BUFFER
LOT 1
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 18
G4 GRADING PLAN14
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
( 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.
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
CABLEF.O.
TE
MH
24" SS 24" SS 24" SS 24" SS
24" SS
24"
SS
24"
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
EEEEEEEEEEE EEEEEEEEEEEEEEEEEEEETTTTTTTTTTTTTTTTTTTTTTTTTTTTTTGW 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" WE EEEEEEEEEEEEEEEEEEEEGGGGGGGGGGG GGGGGG GGGGXX
X
XXX
X
XXX
XX
X
X
X
X
X
X
XX
X
X
XX
X
X
XXXXX
X
X
XXXXX
X
30" 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 XST ST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTG1 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 G2
SEE SHEET G3
CABLEF.O.MH/ / / / / / / /T T T T T T T T T T
/ / / / / / / /SUD
UDSSDF.O.MHMMMH/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /ST ST ST ST ST ST
/ / / / / / / /SUD
UD
h-a1h-b2h-b1h-c1h-d12.53 ac.H-B11.01 ac.H-A13.92 ac.H-B20.74 ac.H-C1h-a20.16 ac.H-A20.17 ac.H-D1os2os31.80 ac.OS20.47 ac.OS30.44 ac.H-B3h-b3h-c25.47 ac.H-C23.38 ac.H-E11.38 ac.H-E2h-e1h-e20.48 ac.OS1os10.04 ac.H-F1h-f1h-f20.18 ac.H-F2S 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 S1821 WALLENBERGDRERIKSENCHRISTOPHER M1825WALLENBERGDRMCCOY JOHN H/SHERRY P1900 S SHIELDS STHILL POND CONDOMINIUMSSheetTHE 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 18LEGEND:NORTH( IN FEET )01 INCH = 50 FEET5050100150H1PLAN
HISTORIC DRAINAGE 15DateCity EngineerDateDateDateDateStormwater UtilityParks & RecreationTraffic EngineerDateAPPROVED:CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:Water & Wastewater UtilityCity of Fort Collins, ColoradoUTILITY PLAN APPROVALEnvironmental PlannerKEYMAPCABLEF.O.TEMH24" SS
24"
SS
24"
SS24" SS24" SS24" SS24" SS24" SS24" SS
24"
SS
24"
SS24" SS24" SS24" SS24" SS24" SS24" SS
24"
SS
24"
SS24" SS24" SS24" SS24" SS24" SS24" SS
24"
SS
24"
SS24" SS24" SS24" SS24" SS
24"
SS
24"
SS24" SS24" SS24" SS24" SS24" SS24" SS
24"
SS
24"
SS24" SS24" SS24" SS24" SS24" SS24" SS
24"
SS
24"
SS
E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
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 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 G G G
G G G G G G G G G G G G G G G
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W
30" W
30" W
UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD UD UD
UD
UD UD UD
UD
UD
UD UD UD
UD
UD
UD UD UD
UD
UD UD UD UD
MH/ / / / / / / // / / / / / / // / / / / / / /
30"
W30" W30" W30" W30" W
30"
W30" W30" W
30"
W30" W30" W30" W30" W
30"
W30" W30" W
30"
W30" W30" W30" W30" W
30"
W30" W30" W
30"
W30" W30" W30" W30" W
30"
W30" W30" W
30"
W30" W30" W30" W30" W
30"
W30" W30" W
30"
W30" W30" W30" W30" WXST
ST
ST
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
STINTERMILL 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.PROPOSED CONTOURPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTERPROPERTY BOUNDARYPROPOSED INLETADESIGN POINTFLOW ARROWDRAINAGE BASIN LABELDRAINAGE BASIN BOUNDARYPROPOSED SWALE SECTION11NOTES:1.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.ANY ITEMS LOCATED IN THE FLOODWAY THAT CAN FLOAT (E.G., PICNIC TABLES, BIKERACKS, ETC.) MUST BE ANCHORED.4.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.5.REFER TO THE PRELIMINARY DRAINAGE AND EROSION CONTROL REPORT FOR THEQUARRY BY WATERMARK, DATED NOVEMBER 10, 2020 BY NORTHERN ENGINEERINGFOR ADDITIONAL INFORMATION.6.THE DEVELOPER SHALL OBTAIN A FLOODPLAIN USE PERMIT FROM THE CITY OF FORTCOLLINS AND PAY ALL APPLICABLE FLOODPLAIN USE PERMIT FEES PRIOR TOCOMMENCING ANY CONSTRUCTION ACTIVITY (BUILDING OF STRUCTURES,REMODELING OF EXISTING STRUCTURES, GRADING, FILL, DETENTION PONDS, BIKEPATHS, PARKING LOTS, UTILITIES, LANDSCAPED AREAS, FLOOD CONTROL CHANNELS,ETC.) WITHIN THE 100YEAR FLOODPLAIN LIMITS. ALL ACTIVITIES WITHIN THEFLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF CHAPTER 10 OF THE FORTCOLLINS MUNICIPAL CODE.ACROSS-SECTION (CSL)XS#: 2446FIELD SURVEY BY:CORRECTED EFFECTIVE BASE FLOODELEVATION (BFE)5003 (NAVD88)ELEVATION NAVD 88BENCHMARKFOR DRAINAGE REVIEW ONLYNOT FOR CONSTRUCTIONCALL 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.CallR
CABLEF.O.MH/ / / / / / / /T T T T T T T T T T
/ / / / / / / /SUD
UDSSDF.O.MHMMMH/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /ST ST ST ST ST ST
UDUDUDUD
/ / / / / / / /SUD
UDLOT 1TRACT BTRACT ALOT 2RAIN GARDEN ARAIN GARDEN BEXISTING DRAINAGEDITCH (DITCH C)WATER QUALITY POND D2.09 ac.A11.98 ac.D10.06 ac.D20.69 ac.B12.22 ac.A20.45 ac.B20.62 ac.A31.22 ac.B60.48 ac.B50.29 ac.B43.14 ac.B30.46 ac.C10.16 ac.C20.33 ac.B100.07 ac.B70.01 ac.B80.16 ac.B90.47 ac.OS33.38 ac.E11.38 ac.E20.48 ac.OS11.80 ac.OS20.18 ac.F20.04 ac.F1a3d1a1b1b2b4a2b5?b7?b9b10b3c1d2os2os3e1e2os1b8c2CITY 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 CONDOMINIUMSSPRING CREEKFEMA FLOODWAYf2f1PROPOSEDSTORM DRAINPROPOSEDSTORM DRAINPROPOSEDSTORM DRAINPROPOSEDSTORM DRAINPROPOSEDSTORM DRAINPROPOSEDSTORM DRAINPROPOSEDSTORM DRAINPROPOSEDOUTFALL PIPEPROPOSEDSTORM DRAINPROPOSED OUTLETSTRUCTUREINTERMILL 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
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 18PROPOSED CONTOURPROPOSED STORM SEWERPROPOSED SWALEEXISTING CONTOURPROPOSED CURB & GUTTERPROPERTY BOUNDARYPROPOSED INLETADESIGN POINTFLOW ARROWDRAINAGE BASIN LABELDRAINAGE BASIN BOUNDARYPROPOSED SWALE SECTION11NOTES:1.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.ANY ITEMS LOCATED IN THE FLOODWAY THAT CAN FLOAT (E.G., PICNIC TABLES, BIKERACKS, ETC.) MUST BE ANCHORED.4.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.5.REFER TO THE PRELIMINARY DRAINAGE AND EROSION CONTROL REPORT FOR THEQUARRY BY WATERMARK, DATED NOVEMBER 10, 2020 BY NORTHERN ENGINEERINGFOR ADDITIONAL INFORMATION.6.THE DEVELOPER SHALL OBTAIN A FLOODPLAIN USE PERMIT FROM THE CITY OF FORTCOLLINS AND PAY ALL APPLICABLE FLOODPLAIN USE PERMIT FEES PRIOR TOCOMMENCING ANY CONSTRUCTION ACTIVITY (BUILDING OF STRUCTURES,REMODELING OF EXISTING STRUCTURES, GRADING, FILL, DETENTION PONDS, BIKEPATHS, PARKING LOTS, UTILITIES, LANDSCAPED AREAS, FLOOD CONTROL CHANNELS,ETC.) WITHIN THE 100YEAR FLOODPLAIN LIMITS. ALL ACTIVITIES WITHIN THEFLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF CHAPTER 10 OF THE FORTCOLLINS MUNICIPAL CODE.ALEGEND:NORTH( IN FEET )01 INCH = 50 FEET5050100150DR1DRAINAGE PLAN16 KEYMAPCABLEF.O.TEMH24" SS
24"
SS
24"
SS24" SS24" SS24" SS24" SS24" SS24" SS
24"
SS
24"
SS24" SS24" SS24" SS24" SS24" SS24" SS
24"
SS
24"
SS24" SS24" SS24" SS24" SS24" SS24" SS
24"
SS
24"
SS24" SS24" SS24" SS24" SS
24"
SS
24"
SS24" SS24" SS24" SS24" SS24" SS24" SS
24"
SS
24"
SS24" SS24" SS24" SS24" SS24" SS24" SS
24"
SS
24"
SS
E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
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 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 G G G
G G G G G G G G G G G G G G G
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W
30" W
30" W
UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD
UD UD UD
UD
UD UD UD
UD
UD
UD UD UD
UD
UD
UD UD UD
UD
UD UD UD UD
MH/ / / / / / / // / / / / / / // / / / / / / /
30"
W30" W30" W30" W30" W
30"
W30" W30" W
30"
W30" W30" W30" W30" W
30"
W30" W30" W
30"
W30" W30" W30" W30" W
30"
W30" W30" W
30"
W30" W30" W30" W30" W
30"
W30" W30" W
30"
W30" W30" W30" W30" W
30"
W30" W30" W
30"
W30" W30" W30" W30" WXST
ST
ST
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
STCROSS-SECTION (CSL)XS#: 2446FIELD SURVEY BY:CORRECTED EFFECTIVE BASE FLOODELEVATION (BFE)5003 (NAVD88)ELEVATION NAVD 88BENCHMARKFOR DRAINAGE REVIEW ONLYNOT FOR CONSTRUCTIONCALL 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.CallRDateCity EngineerDateDateDateDateStormwater UtilityParks & RecreationTraffic EngineerDateAPPROVED:CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:CHECKED BY:Water & Wastewater UtilityCity of Fort Collins, ColoradoUTILITY PLAN APPROVALEnvironmental Planner
UDUDUDUDMH
/ / / / / / / /XXXXXXXXXXXXXUDE E
U
D
U
D
U
DUDUD
UD
UD UD UD UD UD UD
S
S
UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDD
D
MH
MM
MH
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXXXXXXXXXXXXSTSTSTSTSTSTSTWINNE 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 1S1S1S1SPROPOSED 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
STORM DRAIN
PROPOSED
STORM DRAIN
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 2'
CONCRETE PAN
IP
IP
IP IP
IP
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
PROPOSED
RAIN GARDEN
PROPOSED
STORM DRAIN
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
RP
IP
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
RAIN GARDEN
BIOMEDIA AREA
RAIN GARDEN
BIOMEDIA AREA
PROPOSED 4'
SIDEWALK
CULVERT
PROPOSED 4'
SIDEWALK
CULVERT
PROPOSED 4'
SIDEWALK
CULVERT
HOBBIT ST
HOBBIT STEXISTING SIDEWALKEXISTING SIDEWALKSheetTHE 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 18
EC1 PLANEROSION CONTROL17
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
( 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 18
EC2 DETAILSEROSION CONTROL18
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
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