HomeMy WebLinkAboutCOUNTRY CLUB RESERVE - FDP180030 - - UTILITY PLANS (2)LOCAL RESIDENTIAL
(53' ROW)
2-LANE ARTERIAL STREET
(78' ROW)
EAST DOUGLAS ROADBETHPAGE DR.
WINGED FOOT DR.
KIAWAH DR.
CARNOUSTIE DR.
ROYAL TROON AVE.
2-LANE ARTERIAL STREET
(72' ROW)
TURNBERRY ROAD
Sheet
of 74COUNTRY CLUB RESERVEThese 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 SET301 North Howes Street, Suite 100Fort Collins, Colorado 80521ENGINEERNGIEHTRONRNPHONE: 970.221.4158www.northernengineering.comCS1 COVER SHEET1
CONTACT INFORMATION
PROJECT TEAM:
GAS-----------------Xcel Energy---------------------------------------------------------(970) 225-7828
ELECTRIC--------City of Fort Collins Light & Power-----------------------------(970) 224-6152
CABLE-------------Comcast-------------------------------------------------------------(970) 567-0245
TELECOM.--------CenturyLink---------------------------------------------------------(970) 490-7501
WATER------------East Larimer County Water District---------------------------(970) 221-6700
WASTEWATER--Boxelder Sanitation District-------------------------------------(970) 498-0604
STORMWATER-City of Fort Collins Utilities--------------------------------------(970) 221-6700
FIBER OPTICS--Colorado State University---------------------------------------(970) 491-0187
UTILITY CONTACT LIST: *
UTILITY COMPANY
SEPTEMBER 2020
SHEET INDEX
FINAL UTILITY PLANS FOR
A TRACT OF LAND BEING THE NORTH HALF OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 8 NORTH, RANGE 68 WEST
OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
COUNTRY CLUB RESERVE
PHONE NUMBER
Blaine Mathisen, EI
Northern Engineering Services, Inc.
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
Bob Tesley, PLS
Northern Engineering Services, Inc.
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
VICINITY MAP
NORTH
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:
Northern Engineering Services, Inc.Additional Topo
Project No. 103-005 1324-001
Date: July 11, 2006 May 2, 2017
ORIGINAL FIELD SURVEY BY:
Earth Engineering Consultants, Inc.
Preliminary Geotechnical Exploration - Boma Farm Development
Fort Collins, Colorado
EEC Project No. 1062013
Date: February 22, 2006
SUBSURFACE EXPLORATION BY:
PROJECT BENCHMARKS:
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
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
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SITE ENGINEER
SURVEYOR
CS1 COVER SHEET
CS2 - CS3 GENERAL AND CONSTRUCTION NOTES
EX1 - EX2 EXISTING CONDITIONS AND DEMOLITION PLAN
PH1 PHASING PLAN
OG1 OVERALL GRADING PLAN
G1 - G6 GRADING PLAN
EC1 EROSION CONTROL PLAN
EC2 EROSION CONTROL DETAILS
OU1 OVERALL UTILITY PLAN
U1 - U6 UTILITY PLAN
OS1 - OS4 OFFSITE SANITARY SEWER
SS1 - SS3 SANITARY SEWER A PLAN AND PROFILE
SS4 SANITARY SEWER A5 PLAN AND PROFILE
SS5 - SS6 SANITARY SEWER A5-1 PLAN AND PROFILE
SS7 SANITARY SEWER A5-1.5 & A5-1.6 PLAN AND PROFILE
SS8 SANITARY SEWER B PLAN AND PROFILE
SS9 SANITARY SEWER B4 PLAN AND PROFILE
SD1 SUBDRAIN B AND A PLAN AND PROFILE
SD2 SUBDRAIN A PLAN AND PROFILE
SD3 SUBDRAIN C AND C2 PLAN AND PROFILE
ST1 STORM LINE A AND F PLAN AND PROFILE
ST2 STORM LINE B, C, AND E PLAN AND PROFILE
ST3 STORM LINE D PLAN AND PROFILE
R1 BETHPAGE DR. PLAN AND PROFILE
R2-R3 WINGED FOOT DRIVE PLAN AND PROFILE
R4 KIAWAH DRIVE PLAN AND PROFILE
R5 CARNOUSTIE DRIVE PLAN AND PROFILE
R6 BALTUSROL DRIVE/BALTUSROL COURT PLAN AND PROFILE
R7 BALTUSROL DRIVE PLAN AND PROFILE
R8 ROYAL TROON AVENUE PLAN AND PROFILE
R9-R11 EAST DOUGLAS ROAD PLAN AND PROFILE
R12-R13 TURNBERRY ROAD PLAN AND PROFILE
XS1-XS3 EAST DOUGLAS ROAD ROADWAY CROSS SECTIONS
XS4-XS5 TURNBERRY ROAD ROADWAY CROSS SECTIONS
SP1 EAST DOUGLAS ROAD STRIPING PLAN
SP2 EAST DOUGLAS ROAD INTERIM STRIPING AND GRADING PLAN
SP3 TURNBERRY ROAD STRIPING PLAN
INT1-INT4 INTERSECTION DETAILS
DR1 DRAINAGE EXHIBIT
D1-D7 DETAILS
PROJECT
LOCATION
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
The Birdsall Group, LLC
444 Mountain Avenue
Berthoud, CO 80513
(970) 532-5891
PLANNER/
LANDSCAPE ARCHITECT
DEVELOPER/APPLICANT
Crystal Cove Development, LLC
8020 S County Road 5, Unit 200
Fort Collins, CO 80528
(970) 204-9393
PROJECT DATUM: NAVD 88
BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 92-14
NORTHEAST CORNER OF DOUGLAS ROAD AND TURNBERRY ROAD, ON TOP OF AN IRRIGATION
STRUCTURE.
ELEVATION = 5075.10
BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 92-15
DOUGLAS ROAD AND COUNTY ROAD 13, ON A LARIMER COUNTRY BRASS CAP, ON THE
SOUTHWEST CORNER OF A BRIDGE OVER LARIMER CANAL DITCH.
ELEVATION = 5123.89
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(PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 - 3.17
BASIS OF BEARING:
THE BASIS OF BEARINGS IS THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION
30-T8N-R68W AS BEARING SOUTH 89°21'11" EAST.
Sheet
of 74COUNTRY CLUB RESERVEThese 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 SET301 North Howes Street, Suite 100Fort Collins, Colorado 80521ENGINEERNGIEHTRONRNPHONE: 970.221.4158www.northernengineering.comCS2 CONSTRUCTION NOTESGENERAL AND2
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
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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 Local Entity.
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 Local Entity Engineer. Use
of these plans after the expiration date will require a new review and approval process by the Local Entity 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 Local Entity, as beneficiary of
said engineer’s work, for any errors and omissions contained in these plans, and approval of these plans by the Local Entity 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 Local Entity, 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 Local Entity
standards and specifications current at the date of approval of the plans by the Local Entity 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 Engineer 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 Local Entity prior to beginning construction.
10.The Developer shall coordinate and cooperate with the Local Entity, 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 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 Local Entity 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 Local Entity, 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 Local Entity 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 Local
Entity failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development.
19.All recommendations of the final drainage and erosion control study Final Drainage Report For Country Club Reserve Dated 09.02.2020 by
Northern Engineering shall be followed and implemented.
20.Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be
maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping.
21.The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must
be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by
the Local Entity 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 Local Entity Engineering Inspector (Fort Collins - 221-6605) and the Local Entity 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.
24.If the Local Entity Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work in the
Engineer absence. However, the Local Entity reserves the right not to accept the improvement if subsequent testing reveals an improper
installation. 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 Local Entity’s 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 Local Entity 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 Local Entity inspector. The engineer or surveyor must certify in a letter to the Local
Entity that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the
Local Entity 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 FloodPlain 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. (Local
Entity, County or State), 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 Local Entity 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 Local Entity Engineer, and no site construction
activities on Sundays or holidays, unless there is prior written approval by the Local Entity.
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 Local Entity 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
Local Entity’s Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the Local Entity 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: NAVD 88
BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 92-14
NORTHEAST CORNER OF DOUGLAS ROAD AND TURNBERRY ROAD, ON TOP OF AN IRRIGATION STRUCTURE.
ELEVATION = 5075.10
BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 92-15
DOUGLAS ROAD AND COUNTY ROAD 13, ON A LARIMER COUNTRY BRASS CAP, ON THE SOUTHWEST CORNER OF A BRIDGE OVER LARIMER CANAL DITCH.
ELEVATION = 5123.89
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) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED:
NGVD29 UNADJUSTED(PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 - 3.17
41.All stationing is based on centerline/flowline (insert proper word) 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 Local Entity Construction Inspector before any cuts are made. Patching shall be done in accordance
with the Local Entity 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 Local Entity Engineer and/or the Local Entity 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 Local Entity, 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 Local Entity shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and
pipes, for the following private streets: City of Fort Collins, Boxelder Sanitation District, and ELCO Water District.
48.Approved Variances are listed as follows:
48.1.Minimum spacing between entrances along Turnberry Road and Douglas Avenue.
CONSTRUCTION NOTES
A. Grading and Erosion and Sediment 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 Local Entity.
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 clean up any inadvertent deposited material immediately and make sure streets are free of all materials by 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 Local Entity 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.To ensure that sediment does not move off of individual lots one or more of the following sediment/erosion control BMPs shall be installed and
maintained until the lots are sufficiently stabilized, as determined by the erosion control inspector, (Within Loveland GMA and City Limits Only).
a.Below all gutter downspouts.
b.Out to drainage swales.
c.Along lot perimeter.
d.Other locations, if needed.
16.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/County.
17.A vehicle tracking control pad shall be installed when needed for construction equipment, including but not limited to personal vehicles exiting
existing roadways. No earthen materials, i.e. stone, dirt, etc. shall be placed in the curb & gutter or roadway as a ramp to access temporary
stockpiles, staging areas, construction materials, concrete washout areas, and/or building sites.
18.Add notes to reflect the stormwater runoff control plan of the individual development.
B. Street Improvements 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 Local Entity 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 Local Entity Engineer in Loveland.
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 Local Entity 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 Local Entity 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 Local Entity Inspector and prior to installation of asphalt. Gutters
that hold more than ¼ 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 Local Entity
Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The Local Entity 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 Local Entity 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 Local Entity 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 Local Entity 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 Local Entity
Engineer reserves the right to require additional signage and/or striping if the Local Entity Engineer determines that an unforeseen condition
warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the
2-year warranty period for new construction (except fair wear on traffic markings).
15.Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail.
D. Storm Drainage Notes
1.The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of
onsite drainage facilities shall be the responsibility of the property owner(s).
2.All recommendations of the final drainage and erosion control study Final Drainage Report For Country Club Reserve Dated 09.02.2020 by
Northern Engineering shall be followed and implemented.
3.Prior to final inspection and acceptance by The City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by
submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two
weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the
Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the
Development Agreement.
Sheet
of 74COUNTRY CLUB RESERVEThese 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 SET301 North Howes Street, Suite 100Fort Collins, Colorado 80521ENGINEERNGIEHTRONRNPHONE: 970.221.4158www.northernengineering.comCS3 CONSTRUCTION NOTESGENERAL AND3
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
before you dig.Call
R
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT CONSTRUCTION NOTES
1.Existing Utility Locates: It shall be the responsibility of the Contractor to coordinate field locates of all existing utilities prior to commencement of any
construction. Contractor shall also notify all affected utility companies prior to commencing construction. In the event of damage to any existing
utility, the contractor shall immediately notify the owner of the utility involved and unless authorized in writing by the owner of the subject utility, shall
not attempt to make repairs. The cost of repairs shall be the responsibility of the Contractor.
2.District Owned Easement Pictures: Contractor to provide sequential digital pictures spaced at no more than 300 feet detailing conditions of the
off-site Boxelder Owned Easement Conditions and any structures that could be affected, to the District and the property owner prior to the start of
any off-site work. These pictures shall include all existing fence, ditches, ditch structures, out buildings, water troughs, trees and all other
landscaping. Pictures are to be placed at no more than four (4) pictures on a 11x8 sheet of photo paper inserted into transparent sleeves and
delivered with the drawings of record in a three (3) ring binder.
3.Protection of Property: Contractor shall continuously maintain adequate protection from damage of all public and private property through which the
work is done.
4.Safety: All sewer main installation within the District shall be subject to current (Occupational Safety and Heath Association (OSHA) and the
Colorado Safety Association, (CSA) safety requirements. Contractor shall also comply with any and all requirements and regulations as set forth by
City, County, State and Federal agencies having applicable authority.
5.Start of Construction: No construction shall begin without prior design review of the District. The District shall be notified 48 hours in advance of
starting construction or testing to allow for scheduling.
6.Road Excavation Permits: In event that State, County or City road excavation permit(s) are required, the Contractor is responsible for obtaining all
road permits which may be required.
7.Other Permits: The Contractor shall be responsible for obtaining all permits required for construction.
8.Revisions: No verbal authorization for field revision shall be given. All requests for field revision shall be made in writing accompanied by proposed
change indicated on copy of the approved design drawings. Any field revision approved and installed shall also be accurately documented on the
Drawings of Record.
9.Materials: Plastic Pipe -All gravity sanitary sewer piping shall be Polyvinyl Chloride (PVC) unless otherwise noted on the approved drawings. Pipe
15" and smaller shall conform to ASTM D3034, Type PSM, and SDR 35. Pipe 18" and larger shall conform to ASTM F679. All fittings shall be
(PVC) unless otherwise noted.
10.Pipe Cover: A minimum cover of 3-1/2 feet of cover shall be maintained throughout the sewer line and service line installation.
11.Bedding: All sewer main installation shall include bedding. Bedding shall be ¾" washed rock uniformly graded and compacted. Refer to force main
desgin for force main bedding requirements. Trench shall be excavated to a depth below established grade equal to ¼ of pipe diameter (min. 4").
Bell depressions shall be provided for all joints. In event that unstable trench conditions are encountered at pipeline grade 1-1/2" uniformly graded
washed rock shall be used for stabilization. Bedding material shall be placed and compacted under and around sides of the pipe. Place bedding in
such a manner as to provide solid, uniform bearing surface for full length of barrel. Minimum 30" initial lift above pipe before other than hand
compaction equipment is to be used. Note maximum trench width detail.
12.Backfill: Backfilling of trench shall be performed as soon as practical, subsequent to inspection and approval. Backfilling of acceptable material shall
not be placed in lifts of greater than one (1) foot. Backfill shall be compacted to 95% of optimum density in roadway and residential areas and 90%
in all off-site easement areas unless otherwise noted. Compaction testing of bedding and back fill shall be at least five tests per 1,000 feet and at
varying depths and locations in accordance with the requirements of the applicable authority or as required in project specific specifications.
13.Concrete: All concrete construction shall be completed utilizing 3,000 psi at twenty-eight (28) days or equal concrete.
14.Pavement or Other Repairs: In event that asphalt or concrete pavement, sidewalks, storm sewers, waterline or any other public or privately owned
property is damaged or requires reconstruction due to the work, repairs or replacement will be made in accordance with the requirements of the
appropriate governing authority. Private property will be returned to its original condition or as close to original condition as reasonably possible,
unless otherwise noted on the drawings.
15.Service Taps on Existing Lines: All taps made on existing lines shall be completed at developer's expense by District personnel or the District's
authorized contractor with no exception.
16.Inspection: Construction shall conform to District Standards and Specifications or project specific specifications at all times. The District shall
inspect the construction as necessary and shall observe all line testing. The District shall have the authority to ascertain that all construction of
facilities is equal to or better than minimum construction requirements as set forth in
17.Testing: All lines shall be pressure tested and flushed by the Contractor in accordance with District Standards and Specifications and under the
District's supervision. Upon passing, copies of all passing test results including soils compaction in the area of sewer main construction shall be
provided to the District.
18.Acceptance: Upon completion of all utility construction (sewer and other) and fulfillment of all District requirements, preliminary acceptance of new
sewer system improvements will occur in accordance with District's acceptance procedure.
19.Warranty: The Contractor shall warrant the materials, installation, workmanship and surface restoration for a period of two years from date of
preliminary acceptance. During this warranty period the Developer shall promptly repair any defects in the work and maintain the work area. At the
close of the two-year warranty period the District will make a field inspection. Upon satisfactory correction of any deficiencies noted the District
would make final acceptance of the lines and work. The lines and the appurtenances shall then become the sole property and responsibility of
Boxelder Sanitation District.
20.Drawings of Record and Total Costs: Within 90 days of preliminary acceptance of the new facilities, the District shall be provided with acceptable
Drawings of Record of the complete system consisting of two sets of fill size reproduced prints, two sets of ½-size reproduced prints, one set of 6
mil double matted reproducible mylars and one complete digital file equivalent (software and version to be confirmed at time of delivery). Written
confirmation of the total cost of all sewer system improvements shall also be submitted with the Drawings of Record.
EAST LARIMER COUNTY WATER DISTRICT GENERAL NOTES FOR CONSTRUCTION
1.Standard and Specification: Construction shall be per the East Larimer County Water District Standard Construction Specifications in effect at the
start of constructions.
2.Locates: It shall be the responsibility of the Contractor to coordinate field locates of all existing utilities prior to commencement of any construction.
Contractor shall also notify all affected utility companies prior to commencing construction. In event of damage to any existing utility Contractor shall
immediately notify owner of the utility involved and, unless authorized in writing by the owner of the subject utility, shall not attempt to make repairs.
Cost of repairs shall be the responsibility of the Contractor.
3.Damage to Property: Contractor shall continuously maintain adequate protection from damage of all public and private property through which the
work is done.
4.Safety: All water main installation within the ELCO Water District shall be subject to current OSHA and COSHA safety requirements. Contractor
shall also comply with any and all requirements and regulations as set forth by City, County, State and Federal agencies having applicable
authority.
5.Landscaping Adjacent to District Waterlines: No landscaping (bushes, shrubs, trees or other plantings) that has a mature height of over 3 feet
(3-ft)shall be placed within ten feet (10-ft) of any District waterline (distribution main, service line, meter, etc.). The District shall have the right to
remove any landscaping that violates this standard, at any time such landscaping is discovered, and shall not be required to replace the removed
landscaping.
6.Design Approval and Notice of Construction Start: No construction shall begin without prior design approval from ELCO. District shall be notified 48
hours in advance of starting construction or testing to allow for scheduling. District shall inspect the construction as necessary and shall observe all
line testing. Construction or testing shall conform to District Specifications at all times. In event that State or City road excavation permit(s) are
required Contractor shall notify District of proposed construction schedule well in advance to allow time for District to obtain the required permit(s).
7.Permits: Contractor is responsible for obtaining all County road permits which may be required.
8.Changes During Construction: No verbal authorization for field revision shall be given. All requests for such field revision shall be made in writing
accompanied by proposed change indicated on copy of the approved design drawings. Any field revision approved and installed shall also be
accurately documented on As-Built drawings as detailed below in these Notes.
9.Materials of Construction:
a.Pipe - All water piping shall be Polyvinyl Chloride (PVC). All PVC piping through 12-inch shall be manufactured in accordance with AWWA
Standard C900, "Polyvinyl Chloride (PVC) Pressure Pipe, 4-inch through 12-inch, For Water Distribution", Class 150 (DR 18). All PVC piping
14-inch through 24-inch shall be manufactured in accordance with AWWA Standard C905, "Polyvinyl Chloride (PVC) Water Transmission Pipe,
Nominal Diameters 14-inch through 36", Class 200 (DR 18). Pipe with a diameter greater than 24 inches shall be specified based on engineered
design. Pipe size shall be as shown on the approved plans. All non-metal water piping shall be installed with a twelve (12) gauge braided
copper wire, plastic coated, six hundred (600) volt taped to top of pipe and surfaced at each valve as a tracer wire. Pipe joints shall be made
using an integral bell with an elastomeric gasket push-on type joint or using machined couplings of a sleeve type with rubber ring gaskets and
machined pipe ends to form a push-on type joint. All materials installed shall be free of manufacturer defects. Any defective or damaged
materials noted on the construction site shall be so marked and removed from the site. All fittings shall be mechanical joint, ductile iron,
manufactured in accordance with AWWA Standard C153. Fittings shall be furnished with a cement-mortar lining of standard thickness class with
a 250 psi pressure rating. Under no circumstances shall any PVC piping be installed utilizing mechanical equipment to seat the joints.
b.Gate Valves - Gate valves shall conform to AWWA Standard C509-87 with mechanical joint, 2" open left operating nut and resilient seat. Valve
shall be Mueller A-2380-20 or approved equal.
c.Butterfly Valves - Butterfly valves shall conform to AWWA Standard C504-80 with mechanical joint, 2" open left operating nut, resilient seat and
shall be equipped with sand bonnet. Valve shall be Mueller or approved equal.
d.Fire Hydrant Assembly - Hydrant shall conform to AWWA Standard C502-85, 1" square open right operating nut, no American Darling units.
Mueller Super Centurion with epoxy coated shoe or American Flo Control Waterous Pacer WB-67-250X with epoxy coated shoe.
e.Fittings - All fittings shall be swing assemblies with anchor couplings.
10.Pipe Wrap: All fittings, valves, fire hydrant shoes and plugs shall be poly-wrapped with 8-mil thick polyethylene plastic wrap, double layered, and
ends securely taped prior to backfill.
11.Bedding: All water main installation shall include bedding. Bedding shall be 3/4" washed rock uniformly graded and compacted. Trench shall be
excavated to a depth below established grade equal to 1/4 of pipe diameter (min. 4"). Bell depressions shall be provided for all joints. In event that
unstable trench conditions are encountered at pipeline grade 1-1/2" uniformly graded washed rock shall be used for stabilization. Bedding material
shall be placed and compacted under and around sides of the pipe. Place bedding in such a manner as to provide solid, uniform bearing surface
for full length of barrel. Minimum 30" backfill above pipe before other than hand compaction equipment is to be used. Note maximum trench width
detail.
12.Backfill: Backfilling of trench shall be performed as soon as practical, subsequent to inspection and approval. Backfilling of acceptable material shall
be placed in lifts not greater than one (1) foot. Backfill shall be compacted to 95% of optimum density in roadway areas and 90% in all other
locations. Compaction testing of bedding and backfill shall be at least five tests per 1,000 feet and at varying depths and locations in accordance
with the requirements of the applicable authority.
13.Joint Restraint: All fittings, tees, plugs, and fire hydrants shall be provided with anchor couplings and/or joint restraint in accordance with ELCO
Specifications. Thrust blocks shall be used only as required per field conditions and as approved or directed by the ELCO field inspector. .
14.Concrete: All concrete construction, including thrust blocks, shall be completed utilizing Type 5 or equal cement only.
15.Asphalt Replacement: In event that asphalt pavement is involved that has been in place less than two years (according to City or County Engineer's
record) and is cut, the cut shall be a minimum of 20 feet in width and will be replaced to the specified depth by a paving machine.
16.Pipe Cover: A minimum cover of 4-1/2 feet shall be maintained throughout the waterline and service line installation, particularly in areas of new
grading and drainage swales. Extra bury depth may be required to maintain minimum cover at drainage culvert crossings and/or fire hydrant runs.
Maximum allowable cover shall be 6 feet, unless specifically approved by the District.
17.Connection to Existing System: All connections to existing waterlines shall be completed at developer's expense by ELCO personnel or the
District's authorized contractor with no exception.
18.Inspection: ELCO shall have the authority to ascertain that all construction of facilities is equal to or better than minimum construction requirements
as set forth in the District's Specifications. The District shall also have the authority to assign an inspector to check any and all work, including all
materials to be incorporated in the work, excavation, bedding, backfill, testing and all construction methods and practices.
19.Testing and Acceptance: All lines shall be pressure tested, chlorinated and flushed by the Contractor in accordance with District Specifications and
under the District's supervision. Upon passing chlorination testing, bacteriological testing will be completed by an accredited water quality control
laboratory. Copies of all passing test results, including soils compaction in the area of water main construction, shall be provided to the District.
20.Project As-Built and Record Drawing Requirements:
a.As-built drawings are prepared by the contractor. They confirm, in red ink, on-site changes to the original construction documents. The As-built
drawings shall be forwarded to project's design engineer for conversion to Record Drawings.
b.Record Drawings are prepared by the project's design engineer and reflect on-site changes the contractor noted in the as-built drawings. The
Record Drawings shall be approved by ELCO prior to Preliminary Acceptance of the project. Record Drawings are to be delivered to the District
in hard copy (11 x 17 format) and electronic format. Hard copy drawing text font size shall be large enough to be legible with font size approved
by the District. Electronic format shall be delivered in Adobe .pdf, AutoCAD and ArcView shape files (release version to be confirmed with
District at time of submittal). These documents shall accurately reflect any change made in the field which varies from the approved construction
plan and including, at a minimum, field dimensions and elevations, horizontal and vertical locations of underground utilities and appurtenances.
Include with the Record Drawings a complete copy of the recorded Filing Plat and a written confirmation of total costs of all water system
improvements involved.
21.Warranty: The Contractor shall warrant all work associated with the waterline installation including, but not limited to the materials, installation
workmanship and surface restoration for a period of two years from date of Preliminary Acceptance. During this warranty period the Contractor shall
repair any defects in the work and maintain the work area. At the close of the two year warranty period and upon satisfactory correction of any
deficiencies noted, the District shall accept the constructed lines and appurtenances as the sole property and responsibility of the ELCO.EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN APPROVAL
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EEEEE/////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////EXISTING UNDERGROUND
ELECTRIC LINE TO REMAIN
EXISTING 10" WATERLINE
TO BE ABANDONED IN PLACE
±1,067 L.F OF OVERHEAD
ELECTRIC LINE
TO BE BURIED
GAS VALVE
TO REMAIN
ELEVATED PIPES (2)
TO REMAIN
EXISTING CATTLE
GUARD TO REMAIN
EXISTING FENCE
TO REMAIN
ELECTRICAL BOX W/
METAL 2 RAIL FENCE TO REMAIN
ELECTRICAL BOX W/
METAL 2 RAIL FENCE TO REMAIN
WATERLINE
TO REMAIN
GAS LINE
TO REMAIN OIL RIG IN THE
MIDDLE OF THE
FENCE TO REMAIN
ELECTRIC LINE
TO REMAIN MSSU W/
METAL 2 RAIL
FENCE TO REMAIN
FENCE
TO REMAIN
MAILBOX
TO REMAIN
MAILBOX
TO REMAIN
TELEPHONE
PEDESTAL TO REMAIN
MAILBOXES
TO REMAIN
MAILBOX
TO REMAIN
MAILBOXES
TO REMAIN
EXISTING FIRE HYDRANT
TO BE REMOVED
(PHASE 2)
TELEPHONE PEDESTAL
TO BE REMOVED
(PHASE 2)
± 905 L.F. OF FENCE
TO BE REMOVED
± 1,157 L.F. OF FENCE
TO BE REMOVED
± 42,003 S.F. OF
WETLANDS TO
REMAIN
E. DOUGLAS ROAD
N 1/4 S30-T8N-R68W
N:150082.36
E:202773.42
CP "OIL"
N:149442.70
E:202963.65
± 4640 L.F. OF INTERNAL
PRIVATE WATER SERVICE
LINE
FENCE TO REMAIN
JUAN
ITA
LANE
ABANDONED WELL HEAD
EDGE OF WETLANDS
EXISTING WELL ROAD
EXISTING WELL ROAD
EXISTING WELL ROAD
CONTRACTOR TO VERIFY
EXISTING WATER LINE PRIOR
TO MOBILIZATION
EXISTING ELCO AIR VAC
TO BE REMOVED
EXISTING SERVICE LINE TO
ELCO AIR VAC
TO BE REMOVED
//////////
EXISTING CMP AND
TWO (2) FES
TO BE REMOVED
(PHASE 2)
EXISTING
STORM
CULVERT
EXISTING
STORM CULVERT
/////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////REPLAT
CHERRYWOOD
ACRES
TRACT 1A
REPLAT
CHERRYWOOD
ACRES
TRACT 1B
CHERRYWOOD
ACRES
TRACT 6
EXISTING
60' ROW
EX1 AND DEMOLITION PLANSEXISTING CONDITIONS4
NORTH
( IN FEET )
0
1 INCH = 80 FEET
80 80 160 240
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
Sheet
of 74COUNTRY CLUB RESERVEThese 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 SET301 North Howes Street, Suite 100Fort Collins, Colorado 80521ENGINEERNGIEHTRONRNPHONE: 970.221.4158www.northernengineering.comKEYMAP
DOUGLAS RD
TURNBERRY RDEXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER ST
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (TO REMAIN)
FIELD SURVEY BY:
SUBSURFACE EXPLORATION BY:
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.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION,
REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT
MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES
APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,
ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF
FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT
WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS
RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL
ROAD AND CAN BE REACHED AT (970) 482-1249.
4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING
SITE SURVEY.
6.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
7.ALL DEMO AND REMOVAL SHOULD TAKE PLACE DURING PHASE 1 UNLESS NOTED
OTHERWISE.
ORIGINAL FIELD SURVEY BY:
NORTHERN ENGINEERING SERVICES, INC.ADDITIONAL TOPO:
PROJECT NUMBER: 103-005 1324-001
DATE: JULY 11, 2006 MAY 2, 2017
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROJECT BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
VAULT
ELEC
CONTROL
IRR
EXISTING TREES (TO BE REMOVED)
EARTH ENGINEERING CONSULTANTS, INC.
PRELIMINARY GEOTECHNICAL EXPLORATION - BOMA FARM DEVELOPMENT
EEC PROJECT NUMBER: 1062013
DATE: FEBRUARY 22, 2006
APPROXIMATE LIMITS OF CONCRETE/
ASPHALT REMOVAL AND MILL AND
OVERLAY FOR PHASE 1
APPROXIMATE LIMITS OF CONCRETE/
ASPHALT REMOVAL AND MILL AND
OVERLAY FOR PHASE 1
EX1 EX2
1.ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER
ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL.
2.WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A
FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE
DISTURBANCE.
3.ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY
STANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A
CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE.
4.PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED
EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN
HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF
(½) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF
EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE.
5.DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING
OF EQUIPMENT OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS,
OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF
A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES.
6.NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE.
7.LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR
LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE "RIBBONED OFF,"
RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION
(G)(3) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50)
FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF
SUCH AREAS BEING CLEARED
8.THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING
EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT
SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE
AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM
TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW:
9.NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1-JULY 31)
WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING
SURVEY TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. IF ACTIVE NESTS ARE FOUND,
THE CITY ENVIRONMENTAL PLANNER WILL DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE
REMOVAL AND CONSTRUCTION APPLY.
10.REFER TO LANDSCAPE AND IRRIGATION PLANS FOR ADDITIONAL TREE PROTECTION MEASURES.
TREE PROTECTION NOTES:
TREE DIAMETER AT BREAST
HEIGHT (INCHES)
AUGER DISTANCE FROM
FACE OF TREE (FEET)
0-2 1
3-4 2
5-9 5
10-14 10
15-19 12
OVER 19 15
4" W 4" W 4" W 4" W 4" W 4" W 4" W 4" W 4" W 4" W 4" W 4" W 4" W 4" W 4" W
B M
V.P.
W W W W W W W W
W WWWWXXXXG G G G G G G G
G GGGGE E E E E E E
E
E EEE/ / / / / / / // / / / / / / // / / / / / / /WV
WVWV
WVWVWV
X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X
XV.P.
W SO
W SO
WS
OW S
OXXXXXXXXXXXHY DWV
XX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /MGAS/ / / / / / / // / / / / / / /FE
SM FE
STELE
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XX/ / / / / / / // / / / / / / /FE
SM FE
S/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXWS
OX X X X X X X
X X X X X X X
V.P.
VAULT
CABLE
BOX
CABLE
H2OX GASGASV.P.
GAS
10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W W WW
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
ST ST ST ST ST ST ST ST/ / / / / / / // / / / / / / // / / / / / / // / / /
/ /
/ // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / //
/
/
/
/
/
/
// / / / / / / //
/
/
/
/
/
/
/
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /10"W 1976 (AC)
10"W 1976 (AC)
4" (AC)
10"W 1976 (AC)
4" (AC)
W
WWWWWWWWWWWWWWWWWWW14"W 1976 (AC)14"W 1976 (AC)14"W 1976 (AC)/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /GWEW
/////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////PUMP HOUSE
TO REMAIN
GAS LINE
TO REMAIN
WATERLINE
TO REMAIN
ELECTRIC LINE
TO REMAIN
ELECTRIC TRANSFORMER
BOX TO REMAIN
PUMP HOUSE
TO REMAIN
VERTICAL PIPE
TO REMAIN
PUMP HOUSE
TO REMAIN
± 345 L.F. OF FENCE
TO BE REMOVED
± 1,962 L.F. OF OVERHEAD
ELECTRIC LINE
TO BE BURIED
± 1,322 L.F. OF FENCE
TO BE REMOVED
± 565 L.F. OF FENCE
TO BE REMOVED
± 783 L.F.OF FENCE
TO BE REMOVED
± 690 L.F. OF FENCE
TO BE REMOVED
± 925 S.F. OF WETLAND
TO BE RELOCATED
TO WETLAND TO THE WEST
± 42,003 S.F. OF
WETLANDS TO
REMAIN
DROP BOX INLET
INV. IN= 5062.84 (W)
INV. OUT= 5058.62 (E)
± 55 L.F. 24" CMP
(TO BE REMOVED)
FL = 5063.37
TELEPHONE PEDESTAL
TO BE REMOVED
OVERHEAD ELECTRIC
POLE TO BE REMOVED
± 350 S.F. OF CONCRETE
TO BE REMOVED
TURNBERRY ROADTURNBERRY ROADE. DOUGLAS ROAD
OPEN WATER POND
TO BE REMOVED
OUTFALL PIPE
EXTENDS TO BOTTOM
OF THE DITCH TO THE EAST
BENCHMARK 92-14
N:150095.01
E:205460.88
CP "DAY"
N:149746.84
E:204141.24
NE CORNER S30-T8N-R68W
N:150052.51
E:205416.94
"STOP" SIGN
TO BE RELOCATED
"STOP" SIGN
"RIGHT LANE BIKES ONLY" SIGN
/////////////EXISTING 12" CMP
CULVERT
TO BE REMOVED
(PHASE 2)
EXISTING 12" CMP
CULVERT TO BE REMOVED
//////////////FORT COLLINS
CITY BOUNDARY
EDGE OF WETLANDS
EXISTING WELL ROAD
EXISTING ELCO METER
TO BE REMOVED
EXISTING 12" ADS
INV. IN = 5063 (S)
INV. OUT = 5062.5 (N)
EXISTING
STORM
CULVERT
///////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////±2,600 L.F. OF 4" AC
ELCO WATERLINE
TO BE ABANDONED
IN PLACE
±2,650 L.F. OF 10" PVC
ELCO WATERLINE
TO BE ABANDONED IN PLACE
LOT 11 LOT 6 LOT 5 LOT 1
////////////
PHASE 1 ENDS AT
STATION 38+60.00
OF DOUGLAS RD.
(SEE SHEET R10)
EXISTING
60' ROW
EXISTING
60' ROW
EX2 AND DEMOLITION PLANSEXISTING CONDITIONS5
NORTH
( IN FEET )
0
1 INCH = 80 FEET
80 80 160 240
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
Sheet
of 74COUNTRY CLUB RESERVEThese 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 SET301 North Howes Street, Suite 100Fort Collins, Colorado 80521ENGINEERNGIEHTRONRNPHONE: 970.221.4158www.northernengineering.comKEYMAP
DOUGLAS RD
TURNBERRY RDEXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER ST
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (TO REMAIN)
FIELD SURVEY BY:
SUBSURFACE EXPLORATION BY:
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.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION,
REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT
MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES
APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,
ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF
FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT
WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS
RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL
ROAD AND CAN BE REACHED AT (970) 482-1249.
4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING
SITE SURVEY.
6.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
7.ALL DEMO AND REMOVAL SHOULD TAKE PLACE DURING PHASE 1 UNLESS NOTED
OTHERWISE.
ORIGINAL FIELD SURVEY BY:
NORTHERN ENGINEERING SERVICES, INC.ADDITIONAL TOPO:
PROJECT NUMBER: 103-005 1324-001
DATE: JULY 11, 2006 MAY 2, 2017
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROJECT BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
VAULT
ELEC
CONTROL
IRR
EXISTING TREES (TO BE REMOVED)
EARTH ENGINEERING CONSULTANTS, INC.
PRELIMINARY GEOTECHNICAL EXPLORATION - BOMA FARM DEVELOPMENT
EEC PROJECT NUMBER: 1062013
DATE: FEBRUARY 22, 2006
APPROXIMATE LIMITS OF CONCRETE/
ASPHALT REMOVAL AND MILL AND
OVERLAY FOR PHASE 1
APPROXIMATE LIMITS OF CONCRETE/
ASPHALT REMOVAL AND MILL AND
OVERLAY FOR PHASE 1
EX1 EX2
1.ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER
ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL.
2.WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A
FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE
DISTURBANCE.
3.ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY
STANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A
CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE.
4.PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED
EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN
HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF
(½) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF
EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE.
5.DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING
OF EQUIPMENT OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS,
OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF
A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES.
6.NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE.
7.LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR
LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE "RIBBONED OFF,"
RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION
(G)(3) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50)
FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF
SUCH AREAS BEING CLEARED
8.THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING
EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT
SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE
AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM
TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW:
9.NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1-JULY 31)
WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING
SURVEY TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. IF ACTIVE NESTS ARE FOUND,
THE CITY ENVIRONMENTAL PLANNER WILL DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE
REMOVAL AND CONSTRUCTION APPLY.
10.REFER TO LANDSCAPE AND IRRIGATION PLANS FOR ADDITIONAL TREE PROTECTION MEASURES.
TREE PROTECTION NOTES:
TREE DIAMETER AT BREAST
HEIGHT (INCHES)
AUGER DISTANCE FROM
FACE OF TREE (FEET)
0-2 1
3-4 2
5-9 5
10-14 10
15-19 12
OVER 19 15
B M
V.P.
V.P.V.P.V.P.
A.R.V.
GAS
GAS
V.P.V.P.XXXXXXG
G
G G G G
G
G
G
G G G G G G
G GGGGGGGGGGG
/ / / / / / / // / / / / / / /X X X X X
V.P.XXXXXXXXXXX X X X X X X XX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /MXXXXFES
MM FE
SFE
SM M XTELE
F.O.
TELEFESFES
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /MGASXX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /F ES
M FE
STELE
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /X/ / / / / / / /FES
M F E
S/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXX/ / / / / / / // / / / / / / /XV.P.
VAULT
CABLE
BOX
CABLE
GASGASV.P.
GAS
TH
TH
TH
OHEOHEOHEOHEOHEOHEOHEOHE OHE
B
B
B
B
B
B
B
B
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /ST
AW/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / //
/
/
/
/
/
/
/
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / /
/
/
/
/
// / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / /
/ /
// / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /G8" W8" W 8" WUD UDUD
UD
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
8" W8
"
W
8"
W
8"
W
8" W
8" W 8" W8"
W
8"
W
8"
W
8" W8" W8" W8" S
S
8"
S
S8" SS8" SS8" SS
8" SS
8
"
SS
8" SS 8" SS 8" SS 8" SS8" W8" W
8" W
8" W 8" W 8" W8"
S
S
8" SS IR8"
S
S
8"
S
S
8" SS
IR
8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W
8" W 8" W8" W8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS
8"
W
8"
W
8"
W
8" W
8" S
S
8"
S
S
8" SS
16" W16" W16" W16" W16" W16" W16" W16" W16" W16" WWINGED FOOT DR.
KIA
W
A
H
D
R
.ROYAL TROON AVE.E. DOUGLAS ROAD
BALTUSROL CT.
B
A
L
T
U
S
R
O
L
D
R
.BETHPAGE DR.TURNBERRY ROADC
A
R
N
O
U
S
T
I
E
D
R
.
WINGED FOOT DR.
JUAN
ITA
LANE
REPLAT
CHERRYWOOD
ACRES
TRACT 1A
REPLAT
CHERRYWOOD
ACRES
TRACT 1B
CHERRYWOOD
ACRES
TRACT 6
LOT 18
BLOCK 3
SERRAMONTE HIGHLANDS
(LARIMER COUNTY)
LOT 17 LOT 12 LOT 11 LOT 6 LOT 5 LOT 1
PHASE
2
PHASE
1
PHASE 1
30' EMERGENCY
ACCESS
PHASE 1
30' EMERGENCY
ACCESS
PHASE 1
30' EMERGENCY
ACCESS
PHASE 1 INTERIM
CONNECTION
END PHASE 1
SANITARY
CONSTRUCTION
END PHASE 1
WATER LINE
CONSTRUCTION
END PHASE 1 WATER LINE CONSTRUCTION
(APPLICABLE ONLY TO ONSITE WATER LINE.
WATER LINE IN DOUGLAS RD. TO BE COMPLETED
IN ITS ENTIRETY DURING PHASE 1)
END PHASE 1
WATER LINE
CONSTRUCTION
END PHASE 1
SANITARY
CONSTRUCTION
END PHASE 1
SANITARY
CONSTRUCTION
WATER LINE WITHIN "PHASE 1
30' EMERGENCY ACCESS" SHALL
BE BUILT WITHIN PHASE 1.
SANITARY LINE WITHIN "PHASE 1
30' EMERGENCY ACCESS" SHALL
BE BUILT WITHIN PHASE 1.
Sheet
of 74COUNTRY CLUB RESERVEThese 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 SET301 North Howes Street, Suite 100Fort Collins, Colorado 80521ENGINEERNGIEHTRONRNPHONE: 970.221.4158www.northernengineering.comPH1 PHASING PLAN6
NORTH
KEYMAP
DOUGLAS RD
TURNBERRY RDLEGEND:
1.PHASE LINES SHOWN DELINEATE THE LOTS AND/OR AREAS THAT ARE INCLUDED
WITHIN A PHASE. DEPENDING ON CONSTRUCTION SEQUENCING, INSTALLATION
OF INFRASTRUCTURE OUTSIDE THE LIMITS OF THE PHASE MAY BE REQUIRED.
2.DEPENDING ON CONSTRUCTION SEQUENCING, PREVIOUSLY CONSTRUCTED
ROADWAYS MAY REQUIRE SAWCUTS, MILLING AND/OR PATCHING OF ASPHALT.
FINAL LIMITS WILL BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING
INSPECTOR. ALL PATCHING AND STREET REPAIRS SHALL BE IN ACCORDANCE
WITH CITY STANDARDS.
3.TURNBERRY ROAD IMPROVEMENTS ARE TO BE COMPLETED IN PHASE 1.
4.E. DOUGLAS ROAD IMPROVEMENTS PAST STATION 38+60.00 ARE TO BE
COMPLETED IN PHASE 2. PLEASE REFER TO SHEET SP2 FOR ADDITIONAL
INFORMATION.
5.ALL DEMO AND REPLACEMENT WORK SHALL BE COMPLETED DURING PHASE 1
UNLESS OTHER WISE NOTED ON SHEET EX1-EX2
6.A PORTION OF STORM LINE D IS TO BE COMPLETED IN PHASE 1 AND FINISHED IN
PHASE 2. PLEASE REFER TO SHEET ST3 FOR ADDITIONAL INFORMATION.
NOTES:
PROPOSED EASEMENT
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED CURB AND GUTTER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED STORM INLET
EXISTING STORM SEWER
PHASE LINE
PROPOSED RIGHT OF WAY
PROPOSED STORM SEWER
END OF PHASE ROADWAY AND
UTILITY TERMINATIONS ON
BALTUSROL DRIVE
( IN FEET )
0
1 INCH = 120 FEET
120 120 240 360
PH1
8" SS 8" SS 8" SS 8" SS
8" W 8" W 8" W 8" W
8"
S
S
8" SS
8" SS
8"
W
8" W
8" W
8" W
50'
END OF PHASE ROADWAY AND
UTILITY TERMINATIONS ON
WINGED FOOT DRIVE
15'
15'
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what's below.
before you dig.Call
R
END OF PHASE ROADWAY AND
UTILITY TERMINATIONS ON
CARNOUSTIE DRIVE
8"
S
S
8" SS
8" SS
8"
W
8"
W
8" W
8" W
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /8" W8" W 8" WUD UDUD
UD
15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS12" 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
8" W8
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/ / / / / / / // / / / / / / /X X X X X
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XX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /MXXXXFES
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ST ST
AW
WW/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // /
/
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/
/
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / /
/
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// / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / /
/ /
// / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /WWWWWWWWWWWWW14"W 1976 (AC)14"W 1976 (AC)14"W 1976 (AC)14"W 1976 (AC)/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EEEGWEW TURNBERRY ROADBETHPAGE DR.WINGED FOOT DR.
KIA
W
A
H
D
R
.ROYAL TROON AVE.E. DOUGLAS ROAD
C
A
R
N
O
U
S
T
I
E
D
R
.
B
A
L
T
U
S
R
O
L
D
R
.
REPLAT
CHERRYWOOD
ACRES
TRACT 1A
REPLAT
CHERRYWOOD
ACRES
TRACT 1B
CHERRYWOOD
ACRES
TRACT 6
LOT 18
BLOCK 3
SERRAMONTE HIGHLANDS
(LARIMER COUNTY)
LOT 17 LOT 12 LOT 11 LOT 6 LOT 5 LOT 1
FIRE HYDRANT
FIRE HYDRANT
FIRE HYDRANT
FIRE HYDRANT
FIRE HYDRANT
FIRE HYDRANT
FIRE HYDRANT
SIDEWALK CULVERT (TYP.)
UNDERDRAIN FOR
RAIN GARDEN 3
CONNECT TO EXISTING
ELCO WATERLINE
PROPOSED
FIRE HYDRANT
FIRE HYDRANT
UNDERDRAIN FOR
RAIN GARDEN 2
UNDERDRAIN FOR
RAIN GARDEN 1
FIRE HYDRANT
8" SANITARY SEWER
JUANITA
LN
.
BAL
T
U
S
R
O
L
C
T.
30' SANITARY
SEWER EASEMENT
TO BE DEDICATED
BY SEPARATE
DOCUMENT
8" WATER
SIDEWALK CULVERT
SIDEWALK CULVERT
SANITARY SEWER B
SEE SHEET SS8
SANITARY SEWER B4
SEE SHEET SS9
STORM LINE D
SEE SHEET ST3
SANITARY SEWER A
SEE SHEET SS1.
SUBDRAIN B
SEE SHEET SD2
STORM LINE C
SEE SHEET ST2
STORM LINE E
SEE SHEET ST2
STORM LINE B
SEE SHEET ST2
SUBDRAIN A
SEE SHEET SD1
SUBDRAIN C2
SEE SHEET SD3
SUBDRAIN C
SEE SHEET SD3
SANITARY SEWER A5-1.5
SEE SHEET SS7
SANITARY SEWER A5-1
SEE SHEET SS5
SANITARY LINE A5-1.6
SEE SHEET SS7
SANITARY SEWER A5
SEE SHEET SS4
SANITARY OFFSITE SEWER
SEE SHEET OS3
FIRE HYDRANT
ABANDONED
WELL
12" ELCO WATERLINE
(SEE PLANS BY OTHERS)
16" ELCO WATERLINE
(SEE PLANS BY OTHERS)
FLAT BOTTOM
SWALE
CONCRETE
PAN
STORM LINE A
SEE SHEET ST1
EXISTING
WELL HEAD
NATURAL
HABITAT
BUFFER ZONE
EXISTING
PUMP HOUSE
NATURAL HABITAT
BUFFER ZONE
EXISTING WATERLINE
(CONTRACTOR TO LOCATE
PRIOR TO MOBILIZATION)
DEPTH
GAUGE
EXISTING 14" AC
ELCO WATERLINE
EXISTING 10" AC
ELCO WATERLINE
R350'
EXISTING
WELL HEAD
GAS AND OIL
BUFFER
R150'
R350'
R350'
GAS AND OIL
BUFFER
EXISTING
WELL HEAD
STORM LINE F
SEE SHEET ST1
OU1 OVERALL UTILITY PLAN16
Sheet
of 74COUNTRY CLUB RESERVEThese 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 SET301 North Howes Street, Suite 100Fort Collins, Colorado 80521ENGINEERNGIEHTRONRNPHONE: 970.221.4158www.northernengineering.comKEYMAP
DOUGLAS RD
TURNBERRY RD8" W
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORMLINE
LEGEND:
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
3.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.
4.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
5.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
6.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTIONS SHALL HAVE
CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM
ELEVATIONS 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.
8.ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE ELCO AND BOXELDER
STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
10.ALL FITTINGS, TEES, PLUGS AND FIRE HYDRANTS SHALL BE PROVIDED WITH ANCHOR
COUPLINGS AND/OR JOINT RESTRAINT IN ACCORDANCE WITH ELCO SPECIFICATIONS.
THRUST BLOCKS SHALL BE USED ONLY AS REQUIRED PER FIELD CONDITIONS AND
AS APPROVED OR DIRECTED BY THE ELCO FIELD INSPECTOR.
11.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
12.ALL SUBDRAINS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER.
13.STORM LINES A, B, C, D, E, AND F ARE TO TO BE PUBLICLY OWNED AND MAINTAINED
BY THE CITY OF FORT COLLINS.
14.RAIN GARDENS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER.
15.PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR
TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL
BE USED TO PREVENT LOADING OF THE DRAINAGE FACILITIES WITH SEDIMENT
DURING CONSTRUCTION.
16.INSTALL SERVICE IN 2" HDPE SLEEVE.
W
OHE OHE
T
E
EXISTING STORM SEWER
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERDRAIN
SUBDRAIN CLEANOUT
SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED STREET LIGHT
PROPOSED LOTLINE
RIGHT OF WAY
PROPERTY BOUNDARY
SS
SPROPOSED SEWER SERVICE
WPROPOSED RESIDENTIAL WATER SERVICE
PROPOSED SUBDRAIN
UD
SD
EXISTING FIRE HYDRANT
PROPOSED STORMLINE
NATURAL HABITAT BUFFER ZONE (NHBZ)
EASEMENT LINE
EXISTING SANITARY SEWER
GEXISTING GAS
PROPOSED FIRE HYDRANT
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
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN APPROVAL
U5 U6U4
U2 U3U1
NORTH
( IN FEET )
0
1 INCH = 120 FEET
120 120 240 360
WWWWWWWWWW
W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
V.P.V.P.V.P.
A.R.V.
GAS
XXXXXXXXXGGGGGGGGGG G G
EEEEEEEEE
E
E
E
E
E
E
E
E
E
E
E
E
E
E
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EXXXX
XXXXXXXXXXXXXXX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /MXXXXXXXXXXXXXXXFESMMFESFES
M M XXXXTELE
F.O.
TELEFESXX
/ / / / / / / /ST
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
AW/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /
/ / / / / / / /
/ / /
/
/
/
/
/
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /W8" W8" W8" W8" W 8" W 8" W8" W8" W8" W12" 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
8" W8" W8" W8" W8" W8" W8" SS8" SS8" SS8" SS8" SSSDSDSDSDSDSDSDSD
SSSSSWWWWWWWWWSSSSS W
8" W 8" W 8" W 8" W
8" SS 8" SS 8" SS 8" SSSDSDSDSD8" SSREPLAT
CHERRYWOOD
ACRES
TRACT 1A
REPLAT
CHERRYWOOD
ACRES
TRACT 1B
25.22 LF 8" PVC
N83°22'01"W
31.34 LF 8" PVC
R=300.00'
13.18 LF 8" PVC
S00°38'49"W
58.81 LF 8" PVCS39°38'13"W
358.61 LF 8" PVCS00°38'49"W204.15LF8"PVCR=300.00'145.25LF8"PVCR=300.00'LOT 3
LOT 4
LOT 1
LOT 2
LOT 1 LOT 2
LOT 7
LOT 8
LOT 6
LOT 5
LOT 4
LOT 3
LOT 2
LOT 9
E. DOUGLAS ROAD
BETHPAGE DR.WINGED FOOT DR.
STA. 10+00.00
12"X8" TEE w/ TB
1 - 12" BFV (E)
1 - 8" GV (S)
N:150051.30
E:203575.49
STA. 13+20.81
8"X6" SWIVEL TEE w/ TB
1 - 6" GV (N)
N:149764.12
E:203450.64
STA. 13+90.05
8"X8" TEE w/ TB
2 - 8" GV (S & E)
N:149696.87
E:203434.81
STA. 12+76.14
11.25° BEND
N:149804.84
E:203468.87
EXISTING ELECTRIC
LINE
FIRE HYDRANT
N:149772.39
E:203427.73
SANITARY LINE A5-1.6
SEE SHEET SS7
SANITARY SEWER A5-1
SANITARY SEWER A5-1
SEE SHEET SS6
15' UTILITY EASEMENT
6' UTILITY
EASEMENT
5' DRAINAGE
AND GRADING
EASEMENT (TYP.)
6' UTILITY
EASEMETN
6' UTILITY
EASEMENT
5' DRAINAGE
AND GRADING
EASEMENT (TYP.)
FIRE HYDRANT
N:150041.31
E:203233.16
78' R.O.W
EXISTING
PUMP HOUSE
30' -
53' R.O.W
9' UTILITY
EASEMENT
9' UTILITY
EASEMENT
ABANDONED
OIL WELL
12" ELCO WATERLINE
(SEE PLANS BY OTHERS)
BLOCK 9
BLOCK 8
SWALE
EXISTING WATERLINE
(CONTRACTOR TO LOCATE
PRIOR TO MOBILIZATION)
DOUGLAS RD. WATER LINE
SEE "UTILITY PLANS FOR COUNTRY CLUB
RESERVE - OFFSITE WATER LINES"
Sheet
of 74COUNTRY CLUB RESERVEThese 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 SET301 North Howes Street, Suite 100Fort Collins, Colorado 80521ENGINEERNGIEHTRONRNPHONE: 970.221.4158www.northernengineering.com8" W
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORMLINE
LEGEND:
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
3.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.
4.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
5.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
6.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTIONS SHALL HAVE
CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM
ELEVATIONS 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.
8.ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE ELCO AND BOXELDER
STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
10.ALL FITTINGS, TEES, PLUGS AND FIRE HYDRANTS SHALL BE PROVIDED WITH ANCHOR
COUPLINGS AND/OR JOINT RESTRAINT IN ACCORDANCE WITH ELCO SPECIFICATIONS.
THRUST BLOCKS SHALL BE USED ONLY AS REQUIRED PER FIELD CONDITIONS AND
AS APPROVED OR DIRECTED BY THE ELCO FIELD INSPECTOR.
11.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
12.ALL SUBDRAINS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER.
13.STORM LINES A, B, C, D, E, AND F ARE TO TO BE PUBLICLY OWNED AND MAINTAINED
BY THE CITY OF FORT COLLINS.
14.RAIN GARDENS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER.
15.PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR
TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL
BE USED TO PREVENT LOADING OF THE DRAINAGE FACILITIES WITH SEDIMENT
DURING CONSTRUCTION.
16.INSTALL SERVICE IN 2" HDPE SLEEVE.
W
OHE OHE
T
E
EXISTING STORM SEWER
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERDRAIN
SUBDRAIN CLEANOUT
SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED STREET LIGHT
PROPOSED LOTLINE
RIGHT OF WAY
PROPERTY BOUNDARY
SS
SPROPOSED SEWER SERVICE
WPROPOSED RESIDENTIAL WATER SERVICE
PROPOSED SUBDRAIN
UD
SD
EXISTING FIRE HYDRANT
PROPOSED STORMLINE
NATURAL HABITAT BUFFER ZONE (NHBZ)
EASEMENT LINE
EXISTING SANITARY SEWER
GEXISTING GAS
PROPOSED FIRE HYDRANT
KEYMAP
DOUGLAS RD
TURNBERRY RDCALL 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
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN APPROVAL
NORTH
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
MATCHLINE - SEE SHEET U4 MATCHLINE - SEE SHEET U2U5 U6U4
U2 U3U1
U1 UTILITY PLAN17
W
W
W
W
W
W
W
W
W
W
W WWE
E
E
E
E
E
E
E
E
E
E
E
E
EXXXXXX / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /FES
M FES TELE
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXWW
WW8" W8" WUD
UD
UD
UD
UD
UD
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 12" W
8" W8" W8" W8"
W
8
"
W
8"
W
8"
W
8"
W 8" W8" W8" W8" SSSDSDSDSDSDSDSDSDSDSD SD SD SD SD SD SD SD SD SD SD SD SD
WWWWWSSSSSS
WWWWWW
SSSSSSS S SSS S
SS
SW W W W W
WWWWWWWWWWWWWWWWWW
W W W W
WWS S S S
SSSSSSS S S S S S S
SSSSW S
SS
SW
8" W8" W8" WIR8" SS8" SS8"
SS
8"
S
S
8"
S
S
8"
S
S
8"
S
S8" SS8" SSS
D
S
D
S
D
S
DSDSDSDSDIR
8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W
8" W
S
8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS
8" SS
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SD
SD
A.V.
STA. 15+47.48
8"X6" SWIVEL TEE w/ TB
1 - 6" GV (N)
N:149680.90
E:204468.39
993.30 LF 8" PVC
N89°21'11"W
160.38 LF 8" PVCS00°38'49"W141.54LF8"PVCR=300.00'2
7
7
.
6
0
L
F
8
"
P
V
C
N
5
2
°
3
4
'
4
5
"
W
48.36 LF 8" PVC
N24°27'45"W
61.90 LF 8" PVC
N00°41'16"E
4
6
.
8
1
L
F
8
"
P
V
CR=
3
0
0
.
0
0
'60.59LF8"PVCR=299.60'LOT 3
LOT 6
LOT 2 LOT 5LOT 4 LOT 6
LOT 16LOT 15LOT 14LOT 13LOT 12LOT 9 LOT 11LOT 10LOT 7 LOT 8
LOT 18LOT 17 LOT 19
LOT 20
LOT 2
LOT 1
LOT 1 LOT 4 LOT 5 LOT 12LOT 11LOT 10LOT 9LOT 8LOT 7LOT 3LOT 2
LOT 7
LOT 8
LOT 10
LOT 11
LOT 9
TRACT E
ACCESS & DRAINAGE
EASEMENT
LOT 3
LOT 4
LOT 5
LOT 19
LOT 18
TRACT A
DRAINAGE
EASEMENT
WINGED FOOT DR.
C
A
R
N
O
U
S
T
I
E
D
R
.
E. DOUGLAS ROAD
ROYAL TROON AVE.STA. 15+94.70
8"X8" TEE w/ TB
2 - 8" GV (S & E)
N:149681.46
E:204421.17
STA. 21+17.37
8"X8" TEE w/ TB
1 - 8" GV (N)
N:149687.43
E:203898.53
STA. 23+09.42
8"X8" TEE w/ TB
2 - 8" GV (S & E)
N:149689.53
E:203706.49
STA. 17+18.37
11.25° BEND
N:149567.39
E:203711.13
STA. 16+98.89
AIR/VACUUM
RELIEF VALVE
N:149549.66
E:203719.20
STA. 16+70.01
11.25° BEND
N:149523.37
E:203731.16
STA. 14+93.90
8"X6" SWIVEL TEE w/ TB
1 - 6" GV (N)
STA. 12+50.24
8"X1" TEE w/ TB
(SEE IRRIGATION PLANS FOR
ADDITIONAL INFORMATION)
N:149432.73
E:204405.00
STORM LINE D
SEE SHEET ST3
SUBDRAIN C2
SEE SHEET SD3
SUBDRAIN C
SEE SHEET SD3
12" ELCO WATERLINE
(SEE PLANS BY OTHERS)
POND 3
SIDEWALK
CULVERT (TYP.)
EXISTING WATERLINE
(CONTRACTOR TO LOCATE
PRIOR TO MOBILIZATION)
NATURAL HABITAT
BUFFER ZONE SWALE
NATURAL HABITAT
BUFFER ZONE
CONCRETE
FOREBAY
FIRE HYDRANT
N:149698.45
E:203898.66
FIRE HYDRANT
N:149691.99
E:204468.39
FIRE HYDRANT
N:149418.88
E:203871.81
SANITARY SEWER A5-1.5
SEE SHEET SS7
SANITARY SEWER A5-1
SEE SHEET SS5
CONCRETE COLLAR RG3
INV. IN=5079.00 (S)
FG=5078.80
34.02 LF 6" HDPE @ 0.20%
MON ITORING WELL RG3
INV. IN=5079.07 (W)
INV. OUT=5079.07 (N)
FG=5081.31
232.10 LF 6"
P
E
R
F
O
R
A
T
E
D
H
D
P
E
@
0
.
2
0
%
CLEANOUT RG3
INV. OUT=5079.53 (E)
FG=5080.94
SANITARY SEWER A5
SEE SHEET SS4
72' R.O.W
15' UTILITY EASEMENT
5' DRAINAGE
AND GRADING
EASEMENT (TYP.)
6' UTILITY
EASEMENT 6' UTILITY
EASEMENT
5' DRAINAGE
AND GRADING
EASEMENT (TYP.)
5' DRAINAGE
EASEMENT
6' UTILITY
EASEMENT
5' DRAINAGE
AND GRADING
EASEMENT (TYP.)
EXISTING
PUMP HOUSE
EXISTING
ELECTRIC LINE
2' CONCRETE
PAN
30' -
53' R.O.W6' UTILITY
EASEMENT
5' DRAINAGE
EASEMENT (TYP.)
6' UTILITY
EASEMENT
5' DRAINAGE
EASEMENT (TYP.)
6' UTILITY
EASEMENT
5' DRAINAGE
AND GRADING
EASEMENT (TYP.)
53' R.O.W30' -
9' UTILITY
EASEMENT
9' UTILITY
EASEMENT
9' UTILITY
EASEMENT
9' UTILITY
EASEMENT
53' R.O.W
30' -9' UTILITY
EASEMENT
9' UTILITY
EASEMENT
STA. 15+92.75
8"X1" TEE w/ TB
N:149469.86
E:203786.36
BLOCK 1
BLOCK 10
EXISTING
CULVERTDOUGLAS RD. WATER LINE
SEE "UTILITY PLANS FOR COUNTRY CLUB
RESERVE - OFFSITE WATER LINES"
Sheet
of 74COUNTRY CLUB RESERVEThese 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 SET301 North Howes Street, Suite 100Fort Collins, Colorado 80521ENGINEERNGIEHTRONRNPHONE: 970.221.4158www.northernengineering.com8" W
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORMLINE
LEGEND:
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
3.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.
4.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
5.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
6.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTIONS SHALL HAVE
CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM
ELEVATIONS 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.
8.ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE ELCO AND BOXELDER
STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
10.ALL FITTINGS, TEES, PLUGS AND FIRE HYDRANTS SHALL BE PROVIDED WITH ANCHOR
COUPLINGS AND/OR JOINT RESTRAINT IN ACCORDANCE WITH ELCO SPECIFICATIONS.
THRUST BLOCKS SHALL BE USED ONLY AS REQUIRED PER FIELD CONDITIONS AND
AS APPROVED OR DIRECTED BY THE ELCO FIELD INSPECTOR.
11.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
12.ALL SUBDRAINS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER.
13.STORM LINES A, B, C, D, E, AND F ARE TO TO BE PUBLICLY OWNED AND MAINTAINED
BY THE CITY OF FORT COLLINS.
14.RAIN GARDENS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER.
15.PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR
TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL
BE USED TO PREVENT LOADING OF THE DRAINAGE FACILITIES WITH SEDIMENT
DURING CONSTRUCTION.
16.INSTALL SERVICE IN 2" HDPE SLEEVE.
W
OHE OHE
T
E
EXISTING STORM SEWER
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERDRAIN
SUBDRAIN CLEANOUT
SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED STREET LIGHT
PROPOSED LOTLINE
RIGHT OF WAY
PROPERTY BOUNDARY
SS
SPROPOSED SEWER SERVICE
WPROPOSED RESIDENTIAL WATER SERVICE
PROPOSED SUBDRAIN
UD
SD
EXISTING FIRE HYDRANT
PROPOSED STORMLINE
NATURAL HABITAT BUFFER ZONE (NHBZ)
EASEMENT LINE
EXISTING SANITARY SEWER
GEXISTING GAS
PROPOSED FIRE HYDRANT
KEYMAP
DOUGLAS RD
TURNBERRY RDCALL 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
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN APPROVAL
NORTH
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
MATCHLINE - SEE SHEET U5 MATCHLINE - SEE SHEET U3MATCHLINE - SEE SHEET U1U5 U6U4
U2 U3U1
U2 UTILITY PLAN18
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /B M
V.P./ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /X/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /FE
SM FE
S
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXXXXXXXXX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XW S
OX
X X
V.P.
VAULT
CABLE
BOX
CABLE
H2OXX
W W W WWWWOHEOHEOHEOHEOHEOHE
OHE OHE OHE OHE OHE
STW
WWWWWWWWWWWWWWWW14"W 1976 (AC)14"W 1976 (AC)UDUDUD15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS12" 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
SDSDSDSDSDSDSSSSS
SSS
SW
WWWW WWWW
WW
WW
WW
WW
WW
WW
WW
WWW
WW
WS
SSS
SS
SS
SS
SS
SS
SS
SS
SS
SA.V.
8" W
8" W
8" W 8" W 8" W 8" W8" W8" W8" W8" W8" SS
8" S
S
8" S
S 8" SS8" SS8" SSSD
SD
SD
SD SDSDSD8"
W
8"
W
8"
W
8"
W
8"
W
8"
W
8"
W
8"
W
8"
W
8"
W
8" W
8" W 8" W 8" W
8" S
S
8" S
S
8" S
S
8"
S
S
8"
S
S
8"
S
S
8"
S
S
8" S
S
8" S
S
8" SS 8" SS 8" SS
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
16" W16" W16" W16" W16" W16" W16" W16" W16" W16" W16" W16" W16" WSTA. 11+53.99
8"X6" SWIVEL TEE w/ TB
1 - 6" GV (NW)
N:149885.31
E:204772.17
STA. 13+50.89
AIR/VACUUM
RELIEF VALVE
N:149731.59
E:204654.83
STA. 10+00.00
12"X8" TEE w/ TB
1 - 12" BFV (E)
1 - 8" GV (S)
N:150037.61
E:204788.41
STA. 11+69.95
8"X8" TEE w/ TB
2 - 8" GV (SE & SW)
N:149870.32
E:204766.69 60.27 LF 8" PVCS00°38'49"W471.24LF8"PVCR =300.00'14
3
.
7
9
L
F
8
"
P
V
C
N6
3
°
3
5
'
1
5
"
W
182
.
0
1
L
F
8
"
P
V
C
N67
°
5
2
'
3
2
"
W
109.33 LF 8" PVC
N89°21'11"W
134.91 LF 8"PVCR=300.00'
112.86 LF 8"PVC
R=1508.00'
LOT 22
LOT 23
LOT 24
LOT 21
LOT 20
LOT 2
LOT 4
LOT 3
LOT 5
LOT 8
LOT 9 LOT 10
LOT 1
LOT 2
LOT 3
LOT 4
LOT 8
LOT 10
LOT 9
LOT 11
LOT 2
LOT 1
LOT 3
LOT 6
LOT 1
LOT 7
LOT 5
LOT 7
TRACT C
ACCESS & DRAINAGE
EASEMENT
TRACT B
ACCESS & DRAINAGE
EASEMENT
KIA
W
A
H
D
R
.TURNBERRY ROADE. DOUGLAS ROAD
WINGED FOOT DR.STA. 10+77.06
8"X6" SWIVEL TEE w/ TB
1 - 6" GV (N)
N:149659.77
E:205329.27
STA. 10+00.00
16"X8" TEE w/ TB
1 - 16" BFV (S)
1 - 8" GV (W)
N:149658.90
E:205406.33SANITARY SEWER B
SEE SHEET SS8
SANITARY SEWER B4
SEE SHEET SS9
STORM LINE D
SEE SHEET ST3
SUBDRAIN B
SEE SHEET SD2
STORM LINE B
SEE SHEET ST2
EXISTING 14" AC
ELCO WATERLINE
CONCRETE
FOREBAY
FIRE HYDRANT
N:149888.84
E:204761.65
FIRE HYDRANT
N:149671.68
E:205329.41
10.98 LF 6" HDPE @ 0.20%
CLEANOUT RG1
INV. OUT=5067.21 (E)
FG=5069.21
END BEND RG1
INV. IN=5067.19 (W)
INV. OUT=5067.19 (E)
FG=5069.21
14
2
.
6
5
L
F
6
"
H
D
P
E
@
0
.
2
0
%
MONITORING WELL RG1
INV. IN=5066.84 (NW)
INV. OUT=5066.84 (S)
FG=5070.04
61.31 LF 6" HDPE @ 0.20%
CONCRETE COLLAR RG1
INV. IN=5066.72 (N)
FG=5066.72
29.96 LF 6" HDPE @ 0.20%
START BEND RG1
INV. IN=5066.90 (NW)
INV. OUT=5066.90 (SE)
FG=5069.21
72' R.O.W
SANITARY OFFSITE SEWER
SEE SHEET OS4
15' UTILITY EASEMENT15' UTILITY EASEMENT
RIPRAP (TYP.)
6' UTILITY
EASEMENT
6' UTILITY
EASEMENT
5' DRAINAGE
AND GRADING
EASEMENT (TYP.)
6' UTILITY
EASEMENT
5' DRAINAGE
AND GRADING
EASEMENT (TYP.)
6' UTILITY
EASEMENT
5' DRAINAGE
AND GRADING
EASEMENT (TYP.)
72' R.O.W
BLOCK 3
BLOCK 2
LOT 6
STA. 10+69.42
WATERLINE LOWERING
(SEE DETAIL)
N:149659.69
E:205336.91
STA. 10+51.00
WATERLINE LOWERING
(SEE DETAIL)
N:149986.61
E:204787.83
RIPRAP (TYP.)
DEPTH
GAUGE
5' DRAINAGE
AND GRADING
EASEMENT (TYP.)
STORM LINE A
SEE SHEET ST1
15' UTILITY EASEMENT
TURNBERRY RD. WATER LINE
SEE "UTILITY PLANS FOR COUNTRY CLUB
RESERVE - OFFSITE WATER LINES"
DOUGLAS RD. WATER LINE
SEE "UTILITY PLANS FOR COUNTRY CLUB
RESERVE - OFFSITE WATER LINES"
Sheet
of 74COUNTRY CLUB RESERVEThese 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 SET301 North Howes Street, Suite 100Fort Collins, Colorado 80521ENGINEERNGIEHTRONRNPHONE: 970.221.4158www.northernengineering.com8" W
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORMLINE
LEGEND:
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
3.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.
4.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
5.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
6.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTIONS SHALL HAVE
CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM
ELEVATIONS 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.
8.ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE ELCO AND BOXELDER
STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
10.ALL FITTINGS, TEES, PLUGS AND FIRE HYDRANTS SHALL BE PROVIDED WITH ANCHOR
COUPLINGS AND/OR JOINT RESTRAINT IN ACCORDANCE WITH ELCO SPECIFICATIONS.
THRUST BLOCKS SHALL BE USED ONLY AS REQUIRED PER FIELD CONDITIONS AND
AS APPROVED OR DIRECTED BY THE ELCO FIELD INSPECTOR.
11.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
12.ALL SUBDRAINS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER.
13.STORM LINES A, B, C, D, E, AND F ARE TO TO BE PUBLICLY OWNED AND MAINTAINED
BY THE CITY OF FORT COLLINS.
14.RAIN GARDENS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER.
15.PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR
TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL
BE USED TO PREVENT LOADING OF THE DRAINAGE FACILITIES WITH SEDIMENT
DURING CONSTRUCTION.
16.INSTALL SERVICE IN 2" HDPE SLEEVE.
W
OHE OHE
T
E
EXISTING STORM SEWER
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERDRAIN
SUBDRAIN CLEANOUT
SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED STREET LIGHT
PROPOSED LOTLINE
RIGHT OF WAY
PROPERTY BOUNDARY
SS
SPROPOSED SEWER SERVICE
WPROPOSED RESIDENTIAL WATER SERVICE
PROPOSED SUBDRAIN
UD
SD
EXISTING FIRE HYDRANT
PROPOSED STORMLINE
NATURAL HABITAT BUFFER ZONE (NHBZ)
EASEMENT LINE
EXISTING SANITARY SEWER
GEXISTING GAS
PROPOSED FIRE HYDRANT
KEYMAP
DOUGLAS RD
TURNBERRY RDCALL 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
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN APPROVAL
NORTH
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
MATCHLINE - SEE SHEET U6MATCHLINE - SEE SHEET U2U5 U6U4
U2 U3U1
U3 UTILITY PLAN19
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W W W W W W
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E E E E E E E E E E E E E E E E E E EEEEEEEEEXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X
AW
WWWWWWW/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / //
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/
/
// / / / / / / // / / / /
/
/
/
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EEEEEEEEEEE8" W 8" W
8" W 8" W 8" W8" W8" S
S
8" S
S
8" S
S
8" SS
8" SS
8" SS
8" SS
8" SS 8" SS
8" SS
8"
S
S
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD SD SD
SD
SD
SD
SD
S
SSWW
WSSSSSSS
S
S
S
S
SSWWW
W
W
WWWWW
W
WW
SSSW
WSS
WA.V.8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W 8" W
8" W
8"
W
8"
W
WCHERRYWOOD
ACRES
TRACT 6
LOT 18 LOT 17
117.29 LF 8" PVC
N89°21'11"W
48.8
0
L
F
8"
P
V
C
S53°
3
5'
0
5"
W
112.65 LF 8" PVC
S89°11'17"W
192.55 LF 8"PVC
R=300.00'
2 6 3 .9 2 L F 8 "P V C
R =4 0 8 .0 0 '
1 8 6 .4 2 L F 8 "P V C
R =3 0 0 .0 0 'LOT 6
LOT 4
LOT 3
LOT 5
LOT 6
LOT 28
LOT 1
LOT 2
LOT 26
LOT 25
LOT 27
LOT 24
LOT 23
LOT 22
LOT 20 LOT 19 LOT 18
LOT 17
LOT 16
LOT 2
LOT 1
LOT 34
LOT 21
BALT
U
S
R
O
L
C
T.JUANITA
LANE
STA. 26+62.60
8"X6" SWIVEL TEE w/ TB
1 - 6" GV (S)
N:149306.87
E:203441.88
STA. 26+75.70
8"X8" TEE w/ TB
1 - 8" GV (N)
N:149307.02
E:203428.77
STA. 32+03.60
8"X6" SWIVEL TEE w/ TB
1 - 6" GV (S)
N:149148.91
E:202939.48
STA. 33+76.55
AIR/VACUUM
RELIEF VALVE
N:149139.54
E:202767.16
FIRE HYDRANT
N:149130.83
E:202943.74
SANITARY SEWER A
SEE SHEET SS3.
6' UTILITY
EASEMENT
5' DRAINAGE
AND GRADING
EASEMENT (TYP.)
6' UTILITY
EASEMENT
5' DRAINAGE
AND GRADING
EASEMENT (TYP.)
2' FLAT BOTTOM
SWALE
53' R.O.W
30' -
9' UTILITY
EASEMENT
9' UTILITY
EASEMENT
STA. 33+68.62
10"X8" REDUCER
1 - 8" GV (E)
N:149139.51
E:202775.09
30' WATERLINE
EASEMENT TO BE
DEDICATED BY
SEPARATE DOCUMENT
EXISTING
TRANSFORMER
STA. 33+81.52
TIE TO EXISTING
10" AC ELCO WATERLINE
N:149139.32
E:202762.19
BLOCK 6
SEE NOTE 14
SEE NOTE 14
EXISTING 10" AC
ELCO WATERLINE
EXISTING WATERLINE
EXISTING
GAS LINE
EXISTING
ELECTRIC
LINE
Sheet
of 74COUNTRY CLUB RESERVEThese 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 SET301 North Howes Street, Suite 100Fort Collins, Colorado 80521ENGINEERNGIEHTRONRNPHONE: 970.221.4158www.northernengineering.com8" W
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORMLINE
LEGEND:
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
3.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.
4.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
5.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
6.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTIONS SHALL HAVE
CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM
ELEVATIONS 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.
8.ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE ELCO AND BOXELDER
STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
10.ALL FITTINGS, TEES, PLUGS AND FIRE HYDRANTS SHALL BE PROVIDED WITH ANCHOR
COUPLINGS AND/OR JOINT RESTRAINT IN ACCORDANCE WITH ELCO SPECIFICATIONS.
THRUST BLOCKS SHALL BE USED ONLY AS REQUIRED PER FIELD CONDITIONS AND
AS APPROVED OR DIRECTED BY THE ELCO FIELD INSPECTOR.
11.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
12.ALL SUBDRAINS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER.
13.STORM LINES A, B, C, D, E, AND F ARE TO TO BE PUBLICLY OWNED AND MAINTAINED
BY THE CITY OF FORT COLLINS.
14.RAIN GARDENS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER.
15.PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR
TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL
BE USED TO PREVENT LOADING OF THE DRAINAGE FACILITIES WITH SEDIMENT
DURING CONSTRUCTION.
16.INSTALL SERVICE IN 2" HDPE SLEEVE.
W
OHE OHE
T
E
EXISTING STORM SEWER
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERDRAIN
SUBDRAIN CLEANOUT
SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED STREET LIGHT
PROPOSED LOTLINE
RIGHT OF WAY
PROPERTY BOUNDARY
SS
SPROPOSED SEWER SERVICE
WPROPOSED RESIDENTIAL WATER SERVICE
PROPOSED SUBDRAIN
UD
SD
EXISTING FIRE HYDRANT
PROPOSED STORMLINE
NATURAL HABITAT BUFFER ZONE (NHBZ)
EASEMENT LINE
EXISTING SANITARY SEWER
GEXISTING GAS
PROPOSED FIRE HYDRANT
KEYMAP
DOUGLAS RD
TURNBERRY RDCALL 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
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN APPROVAL
NORTH
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
MATCHLINE - SEE SHEET U1
MATCHLINE - SEE SHEET U4U5 U6U4
U2 U3U1
U4 UTILITY PLAN20
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 W
G
G
G
G
G
G
G
G
G
G G G G G G G G G G G G G G G G G
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
X X X X X
UD
UD
UD
8"
W
8"
W
8"
W
8"
W
8"
W
8"
W
8" W
8" W
8" W
8" W
8" W 8" W8" W8" W8" W8"
W
8"
W
8"
W
8"
W
8"
W
8"
W
8"
W
8"
W
8"
W
8" W
8" W
8" W
8" W
8" W
8"
S
S
8"
S
S
8"
S
S
8"
S
S
8"
S
S
8"
S
S
SD
S
D
S
D
S
D
S
D
S
D
S
D
S
D
SD
SD
SD
SD
SD
SD
SD
SD
SD SDSDSDSDSDSD8" SS8" SS8" SS8" SSSDSDSDSDSD8" SS8" SS8" SS8" SS8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
8" SS
SD
SD
SD
SD
SD
SD
SD
SD8" W8" W8" W8" W8" WWWWSSSSSS
S
S
S
SSSS
W
W
W
W
WWWW
WSSSSSS
S
S
S
W
WWW
W
WW
W
WS
SS
S
S
SSSW
WWW
W
WSSSWWWWWWWWWSSSSSSSSSSSSSSSS
S
S
S
S
S
S
W
WWW
W
WWW
WWWWWW
W
WWWSS
WW8"
W
8"
W 8" W8"
S
S
8"
S
S
8"
S
S
8" SS
8" SS
8" SS
8" SSW8"
S
S
8"
S
S
8"
S
S
8"
S
S
8"
S
S
8"
S
S
8" SS
8" SS
8" SS
8" SS
S
D
S
D
S
D
S
D
S
D
SD
SD
SD
SD
SD
SD
BLOCK 3
SERRAMONTE HIGHLANDS
(LARIMER COUNTY)
LOT 12
LOT 11
LOT 692.59 LF 8" PVCS27°40'43"W244.28 LF 8" PVCS11°16'47"W19.46 LF 8" PVC
S57°01'44"W
145.03
L
F
8
"
P
V
C
N77°42'
4
4
"
W
2
0
7
.
9
4
L
F
8
"
P
V
C
N
5
2
°
3
4
'
4
5
"
W 112.23LF8"PVCR=392.00'336.45
LF
8"
PVC
R
=767.00'
196.71
L
F
8
"
P
V
C
N76°57
'
0
6
"
W
148.88
LF
8"PVC
R=350.00'
LOT 29
LOT 14
LOT 16
LOT 15
LOT 11
LOT 10
LOT 12
LOT 13
LOT 10
LOT 34
LOT 11
TRACT D
ACCESS, DRAINAGE &
UTILITY EASEMENT
LOT 13LOT 33
LOT 12
LOT 32
LOT 14
LOT 31
LOT 30
TRACT E
ACCESS & DRAINAGE
EASEMENT
LOT 29
LOT 9
LOT 10
LOT 8
LOT 7
LOT 5
LOT 4
LOT 6
LOT 2
LOT 1
LOT 3
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 13
LOT 18
LOT 16
LOT 13
LOT 14
LOT 17
LOT 15
LOT 13
LOT 17
LOT 28
LOT 15
LOT 22
LOT 19
LOT 21
LOT 27
LOT 18
LOT 16
LOT 12
LOT 23
LOT 20
LOT 14
LOT 24
LOT 25
LOT 26
LOT 30
C
A
R
N
O
U
S
T
I
E
D
R
.
BALT
U
S
R
O
L
D
R
.ROYAL TROON AVE.STA. 14+93.90
8"X6" SWIVEL TEE w/ TB
1 - 6" GV (N)
N:149409.79
E:203864.86
STA. 14+68.23
8"X6" SWIVEL TEE w/ TB
1 - 6" GV (N)
N:149235.02
E:204314.11
STA. 14+91.81
8"X8" TEE w/ TB
2 - 8" GV (S & W)
N:149212.27
E:204307.94
STA. 17+70.48
45.00° BEND w/ TB
N:148947.53
E:204240.63
STA. 17+51.02
45.00° BEND w/ TB
N:148958.12
E:204256.96
STA. 20+82.67
8"X6" SWIVEL TEE w/ TB
1 - 6" GV (N)
N:149031.42
E:203940.75
CONCRETE
FOREBAY
CONCRETE
FOREBAY
SANITARY SEWER A
SEE SHEET SS2.
FIRE HYDRANT
N:149041.32
E:203945.32
SANITARY SEWER A5-1
SEE SHEET SS5
SANITARY SEWER A5
SEE SHEET SS4
6' UTILITY
EASEMENT6' UTILITY
EASEMENT
5' DRAINAGE
EASEMENT
6' UTILITY
EASEMENT
6' UTILITY
EASEMENT
5' DRAINAGE
AND GRADING
EASEMENT (TYP.)
6' UTILITY
EASEMENT
5' DRAINAGE
AND GRADING
EASEMENT (TYP.)
6' UTILITY
EASEMENT
5' DRAINAGE
EASEMENT (TYP.)
TRACT C
ACCESS & DRAINAGE
EASEMENT
2' FLAT BOTTOM
SWALE
FIRE HYDRANT
N:149242.70
E:204288.84
6' UTILITY
EASEMENT
5' DRAINAGE
EASEMENT (TYP.)
53' R.O.W
30' -9' UTILITY
EASEMENT
9' UTILITY
EASEMENT
53' R.O.W
30' -
9' UTILITY
EASEMENT
9' UTILITY
EASEMENT
53' R.O.W
30' -
9' UTILITY
EASEMENT
9' UTILITY
EASEMENT
BLOCK 6
BLOCK 9
BLOCK 9
BLOCK 5
RIP-RAP OVERFLOW PROTECTION
(SEE SHEET EC1 FOR
ADDITIONAL EROSION MEASURES)
CLEANOUT RG2
INV. OUT=5067.95 (NE)
FG=5069.81138.10 LF 6" PERFORATE
D HDPE
@ 0.10
%
MONITORING WELL RG2
INV. IN=5067.81 (SW)
INV. OUT=5067.81 (NE)
FG=5070.65 268.53 LF 6" HDPE @ 0.10%EXISTING WATERLINE
EXISTING GAS LINE
TRACT C
ACCESS & DRAINAGE
EASEMENT
SIDEWALK
CULVERT (TYP.)
Sheet
of 74COUNTRY CLUB RESERVEThese 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 SET301 North Howes Street, Suite 100Fort Collins, Colorado 80521ENGINEERNGIEHTRONRNPHONE: 970.221.4158www.northernengineering.com8" W
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORMLINE
LEGEND:
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
3.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.
4.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
5.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
6.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTIONS SHALL HAVE
CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM
ELEVATIONS 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.
8.ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE ELCO AND BOXELDER
STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
10.ALL FITTINGS, TEES, PLUGS AND FIRE HYDRANTS SHALL BE PROVIDED WITH ANCHOR
COUPLINGS AND/OR JOINT RESTRAINT IN ACCORDANCE WITH ELCO SPECIFICATIONS.
THRUST BLOCKS SHALL BE USED ONLY AS REQUIRED PER FIELD CONDITIONS AND
AS APPROVED OR DIRECTED BY THE ELCO FIELD INSPECTOR.
11.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
12.ALL SUBDRAINS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER.
13.STORM LINES A, B, C, D, E, AND F ARE TO TO BE PUBLICLY OWNED AND MAINTAINED
BY THE CITY OF FORT COLLINS.
14.RAIN GARDENS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER.
15.PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR
TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL
BE USED TO PREVENT LOADING OF THE DRAINAGE FACILITIES WITH SEDIMENT
DURING CONSTRUCTION.
16.INSTALL SERVICE IN 2" HDPE SLEEVE.
W
OHE OHE
T
E
EXISTING STORM SEWER
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERDRAIN
SUBDRAIN CLEANOUT
SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED STREET LIGHT
PROPOSED LOTLINE
RIGHT OF WAY
PROPERTY BOUNDARY
SS
SPROPOSED SEWER SERVICE
WPROPOSED RESIDENTIAL WATER SERVICE
PROPOSED SUBDRAIN
UD
SD
EXISTING FIRE HYDRANT
PROPOSED STORMLINE
NATURAL HABITAT BUFFER ZONE (NHBZ)
EASEMENT LINE
EXISTING SANITARY SEWER
GEXISTING GAS
PROPOSED FIRE HYDRANT
KEYMAP
DOUGLAS RD
TURNBERRY RDCALL 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
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN APPROVAL
NORTH
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
MATCHLINE - SEE SHEET U2
MATCHLINE - SEE SHEET U6MATCHLINE - SEE SHEET U4U5 U6U4
U2 U3U1
U5 UTILITY PLAN21
/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /W
W
W
W
W WWWWWWWWXXXXXXXXG
G
G
G
G GGGGGGGGE
E
E
E EEEEEEE/ / / / / / / // / / / / / / // / / / / / / /X X X X X X X X X X X X X X X X
XXV.P.XXST/ / / / / / / /MGAS XXXXXE
OHEOHEOHEOHEOHEOHEOHEOHE/ / / / / / / /ST ST ST ST/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / /
/ /
/
/ / / / /
/
/
// / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / //
/
/
/
/
/
/
/
/
/
/
/
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// / / / / / / /GGGWWWEEEW
15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS8" SS
8" SS
8" SS
8
"
SS
8
"
SS
8
"
SS
8
"
SS
8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS
SD
SD
SD
SDSDSDSDSDSD SD SD SD SD SD SD SD SD SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD16" W16" W16" W16" W16" W16" W16" W16" W16" W16" W16" W16" W16" W16" W16" W16" W16" WLOT 5 LOT 1
BLOCK 3
SERRAMONTE HIGHLANDS
(LARIMER COUNTY)TURNBERRY ROADSANITARY SEWER A
SEE SHEET SS1.
30' SANITARY SEWER
EASEMENT BY TO BE
DEDICATED BY
SEPARATE DOCUMENT
STORM LINE C
SEE SHEET ST2
STORM LINE E
SEE SHEET ST2
STORM LINE F
SEE SHEET ST1
SUBDRAIN A
SEE SHEET SD1
2' CONCRETE PAN
BOXELDER
GRAVEL
ACCESS ROAD
SANITARY OFFSITE SEWER
SEE SHEET OS3
EXISTING
PUMP HOUSE
EXISTING
PUMP HOUSE
FIRE HYDRANT
N:148958.37
E:205376.09
EXISTING 14" AC
ELCO WATERLINE
(TO BE ABANDONED)268.53 LF 6" HDPE @ 0.10%CONCRETE COLLAR RG2
INV. IN=5067.54 (SW)
FG=5067.54
EXISTING
ELECTRIC
LINE
DEPTH
GAUGE
EXISTING
CULVERT
STORM LINE A
SEE SHEET ST1
2' CONCRETE PAN
TRACT C
ACCESS & DRAINAGE
EASEMENT
15' UTILITY EASEMENT TURNBERRY RD. WATER LINE
SEE "UTILITY PLANS FOR COUNTRY CLUB
RESERVE - OFFSITE WATER LINES"
Sheet
of 74COUNTRY CLUB RESERVEThese 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 SET301 North Howes Street, Suite 100Fort Collins, Colorado 80521ENGINEERNGIEHTRONRNPHONE: 970.221.4158www.northernengineering.com8" W
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORMLINE
LEGEND:
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
3.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.
4.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
5.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
6.CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTIONS SHALL HAVE
CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE.
7.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN
CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM
ELEVATIONS 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.
8.ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE ELCO AND BOXELDER
STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
10.ALL FITTINGS, TEES, PLUGS AND FIRE HYDRANTS SHALL BE PROVIDED WITH ANCHOR
COUPLINGS AND/OR JOINT RESTRAINT IN ACCORDANCE WITH ELCO SPECIFICATIONS.
THRUST BLOCKS SHALL BE USED ONLY AS REQUIRED PER FIELD CONDITIONS AND
AS APPROVED OR DIRECTED BY THE ELCO FIELD INSPECTOR.
11.THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE
LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE
USES WITHIN THE NATURAL HABITAT BUFFER ZONE.
12.ALL SUBDRAINS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER.
13.STORM LINES A, B, C, D, E, AND F ARE TO TO BE PUBLICLY OWNED AND MAINTAINED
BY THE CITY OF FORT COLLINS.
14.RAIN GARDENS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER.
15.PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR
TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL
BE USED TO PREVENT LOADING OF THE DRAINAGE FACILITIES WITH SEDIMENT
DURING CONSTRUCTION.
16.INSTALL SERVICE IN 2" HDPE SLEEVE.
W
OHE OHE
T
E
EXISTING STORM SEWER
PROPOSED ELECTRIC
EXISTING TELEPHONE
EXISTING OVERHEAD ELECTRIC
PROPOSED UNDERDRAIN
SUBDRAIN CLEANOUT
SS
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED STREET LIGHT
PROPOSED LOTLINE
RIGHT OF WAY
PROPERTY BOUNDARY
SS
SPROPOSED SEWER SERVICE
WPROPOSED RESIDENTIAL WATER SERVICE
PROPOSED SUBDRAIN
UD
SD
EXISTING FIRE HYDRANT
PROPOSED STORMLINE
NATURAL HABITAT BUFFER ZONE (NHBZ)
EASEMENT LINE
EXISTING SANITARY SEWER
GEXISTING GAS
PROPOSED FIRE HYDRANT
KEYMAP
DOUGLAS RD
TURNBERRY RDCALL 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
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN APPROVAL
NORTH
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
MATCHLINE - SEE SHEET U3
MATCHLINE - SEE SHEET U5U5 U6U4
U2 U3U1
U6 UTILITY PLAN22
Sheet
of 74COUNTRY CLUB RESERVEThese 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 SET301 North Howes Street, Suite 100Fort Collins, Colorado 80521ENGINEERNGIEHTRONRNPHONE: 970.221.4158www.northernengineering.comUNDERDRAIN CLEAN-OUT LOCATION. SEE
SERVICE CLEAN-OUT DETAIL FOR RISER &
VALVE BOX INFORMATION. CLEAN-OUTS
SHALL BE PLACED DOWNSTREAM OF
MANHOLES AT MAJOR CHANGE IN DIRECTION.
NORTHERN ENG. MODIFICATION NOV. 7, 2018
ELCO WATER DISTRICT
DETAIL:DRAWN:DATE:
SEE TRENCH WIDTH TABLE BELOW
ELCO WATER DISTRICT
DETAIL:DRAWN:DATE:
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN APPROVAL
D1 DETAILS68
Sheet
of 74COUNTRY CLUB RESERVEThese 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 SET301 North Howes Street, Suite 100Fort Collins, Colorado 80521ENGINEERNGIEHTRONRNPHONE: 970.221.4158www.northernengineering.comELCO WATER DISTRICT
DETAIL:
DRAWN:DATE:
ELCO WATER DISTRICT
DETAIL:DRAWN:DATE:
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN APPROVAL
ELCO WATER DISTRICT
DETAIL:DRAWN:DATE:
ELCO WATER DISTRICT
DETAIL:DRAWN:DATE:
ELCO WATER DISTRICT
DETAIL:DRAWN:DATE:
RKB 10/91
WATER MAIN
CORPORATION STOP
BRASS TAPPING SLEEVE
(SUBJECT TO DISTRICT APPROVAL)
BEDDING OF WATERMAIN-
TYPE 'K' COPPER
-ALL FITTINGS TO BE AWWA OR I.P. BY COPPER COMPRESSION
PL
3"SEE ELCO STANDARD BEDDING DETAIL
BEDDED IN PEA GRAVEL
6" IN ALL DIRECTIONS
ELCO WATER DISTRICT
DETAIL:DRAWN:DATE:
RKB 10/91
WATER MAIN
CORPORATION STOP
BRASS DOUBLE STRAPPING SADDLE
(SUBJECT TO DISTRICT APPROVAL)
TYPE 'K' COPPER -
PL
BED IN PEA GRAVEL
6" ALL DIRECTIONS
D2 DETAILS69
Sheet
of 74COUNTRY CLUB RESERVEThese 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 SET301 North Howes Street, Suite 100Fort Collins, Colorado 80521ENGINEERNGIEHTRONRNPHONE: 970.221.4158www.northernengineering.com7 3/8" (L)1 3/8"17"6"3 3/8"14"FLR 16"R 16"DRIVE-OVER CURB, GUTTER AND DETACHED SIDEWALK31"See Drawing 160110 3/4"(L)R 16"DRIVE-OVER CURB, GUTTER AND ATTACHED SIDEWALK 18"18"3 3/8"1 3/8"6"R 16"FL14"6"17"1 1/2"5' (L)8 5/8" (F.C.)7 1/4" F.C.12" (F.C.)Slope to curb 1/4"/Ft.1' min. (F.C.)48:1 min.4:1 max.ExcavationFill1' min.2' min.1/4"/Ft.CURB & GUTTER IN A CUT OR FILL6"3'-9" (F.C.)For Thickness2' min. (L)NOTES:1. 6' wide pan for residential streets.2. All intersections to have access ramps.3. Standard Curb and Gutter Section, See Standard Drawing 7014. 0" Curb Height, See Section A-A5. All of these pedestrian improvements shall be in ROW or a pedestrian or public access easement.6. Detectable Warning to extend the full width of the ramp and be 2'-0" in the direction of travel. Maximum slope in the direction of travel shall be no more than 5.0 percent (1:20). Material to be approved by local engineer7. T = 6" for residential and 8" for commercial.8. Distance from back of curb to the beginning of Detectable Warning cannot be greater than 5'-0"TYPE IIIDETACHED WALKN.T.S.SECTIONS A-A APPROACHCLASSIFICATIONTYPESingle Family12'24'I, II, III, or IVCommercialMulti Family36'24'24'36'MINIMUMWIDTHWIDTHMAXIMUMIndustrial24'36'I, II, III, or IVI or IIRESIDENTIAL:*****DRIVEWAY WIDTHS High volume driveways (Type III or IV) allowed for 350 orgreater trip ends/day. * 30' maximum for 3 car garages. * *No single opening shall exceed 36'. Wider driveways shallbe divided w/a median not less than 6' wide.1/4" per ft.1" per ft.1:50 SlopeT
Walk
1:50 1:12
(max.)GutterParkwaySidewalk1:12DetachedAA(max)2'FlareSee Note 4See Note 3If Concrete DrivewayExpansion JointSee Note 61/4" per ft.1" per ft.1:12 (max.)1" per ft.DrivewayFLSee Note 8 I, II, III, or IVSidewalkDetachedSECTION A-APAVEMENT DESIGN + 1/2" FOR COLLECTOR8" MIN. FOR RESIDENTIAL. USE CONCRETE10' MINIMUM (ARTERIAL)8' MINIMUM (COLLECTOR)PLAN VIEW6' MINIMUM (LOCAL)COLD JOINT (See Standard Drawing 714)AT 10' O.C.TOOL JOINTFOR PANS OVER 40'CONTROL JOINT REQUIREDCONTROLROADWAY WIDTHALL INTERSECTIONS TOHAVE ACCESS RAMPSNOTE:**& ARTERIALS.SIDES.TO PAN SECTION, TYPICAL BOTHTRANSITION FROM C & G SECTIONWALK8'DOWELL IFJOINTSTOOL JOINTAAJOINTS (TYP.)CONTROLPARALLELSTREETCLASSIFICATIONLOVELANDDEPTH OF INVERTWWIDTHCROSS PANArterial10'1 1/4"1 1/2"Collector8'1"1 1/8"Local6'3/4"7/8"d (MAX.)d (MIN.)1 1/2"2 1/2"2"DEPTH OF INVERTFT. COLLINSdd8' MIN. WIDTH WHERE CROSSING A COLLECTOR ROADWAY.****LENGTH(for monolithic pour)Max. Sign Panel
1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loose
from the post when hit by a vehicle.
2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground.
Cross section of post
3" - 6" ABOVE GRADE
2 1/4" Anchor
3. Signs larger than 36 inches in length or width require wind bracing and special post design.
NOTES:
4. Anchor Stub and post are square steel tube (perforated).
Anchor/Stub Post Size
CRITERIA FOR SINGLE POST
36" x 36"2.25" x 2.25" x 3'-0"2" x 2" x 12'-0"
5. All "No Parking" signs shall be installed at 45° from Flow Line.
**
2" x 2" x 10' OR 12'
12 GAUGE TELESPAR POST
(22F12A31)7'-0" MIN. CLEARANCE2' - 3'
FROM F
Street Curb
See Figure 16-1
SW SAMPLEAVE
2400
R1-1 "STOP" SIGN 30" HIGH DENSITY/DIAMOND
GRADE. SIGN MOUNTED TO POST WITH 1 EACH
DRIVE RIVET WITH NYLON WASHER AGAINST SIGN
FACE (ON TOP OF THE SIGN). THE BOTTOM OF THE
SIGN SHALL BE MOUNTED WITH 1 EACH
5/16"x2-1/2" HEW BOLT WITH METAL AND FROM
NYLON WASHERS (NYLON WASHER AGAINST SIGN
FACE) AND SECURED WITH 1 EACH 5/16" HEX NUT
ON THE BACK SIDE OF POST.L
2-1/4" x 2-1/4" x 3'
ANCHOR/STUB
2 EACH 8" BLADES
MOUNTED TO POST
WITH 4 EACH DRIVE
RIVETS WITH
NYLON WASHERS
*12 Gauge 30"8"8"PAVEMENT MARKINGS
Projected Flowline (FL)
Broken line 4" white
10' Segments
30' Gaps
(3:1 Ratio)
Wide Lane
1.5'x9'
8" White
Line 4" white
Double Line
4" Yellow
4" Space
CROSSWALK MARKINGS:
STRIPING:
PREFERENTIAL LANE SYMBOL:
STOP LINES:
MANDATORY MOVEMENT:
1.5'x9
100' Taper (min.).2L L = Turn Bay Storage Length.4L
10'
.4L
10'
4" Ywllow
4" White Extension Line
An Engineering study should be required before crosswalk markings are installed in locations away
from traffic signals or stop signs. Continental crosswalk bars (1.5' x 9' typ.) shall be placed adjacent
to the projected flowline or abutting to existing crosspan. A bar shall be placed centered on each
lane line and in the center of each lane. Lanes 5' wide or less shall not receive a bar centered in
the lane. It is important that the markings are in alignment with the access ramps / sidewalks.
On curves:
Dotted extension of lane edge with same
as solid downstream line, 2' segments, 4'
gaps.
Mandatory movement lanes shall
use a lane-use arrow marking, the
word marking "only", another
lane-use arrow marking
(accompanied by signs). Symbols
& words are 8' of more in height --
use CDOT specification sizes.
Place stop lines (1.5' x Variable typ.)
only when inportant to indicate the
point behind which vehicles are
required to stop (more often on main
arterials) -- placement should
ordinarily be 4' in advance of and
parallel to the nearest crosswalk line
in the absence of a marked
crosswalk, the stop line should be
placed at the desired stopping point
no more than 30' or less than 4' from
the nearest edge of the intersecting
roadway.PLS shall be used for designated
bikeways. Intersection placement
-- the symbol shall be placed
downstream to convey to turning
traffic that the bike lane exists. It
shall be placed 4" down from the
PCR & centered on the bike lane.
Frequency of placement between
blocks is a matter for Engineering
judgement.
All Longitudinal (lane) striping shall
terminate at the Continental crosswalk
bars -- except the downstream bike
lane which shall terminate at the curb
return. If a stop line is in place --
upstream stripping shall terminate at
the stop line.
Not Required with lane
lengths less than 100'.
Not Required with lane
lengths less than 100'.
8" White Line
8" White Extension Line8" White
Extension
4" White Line
65' (min)
4'
300 2' CONCRETE PAN
(PRIVATE ON-SITE)
D3 DETAILS70
ELCO WATER DISTRICT
DETAIL:
DRAWN:DATE:
A A
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN APPROVAL
Sanitary
Sewer Main
Subdrain Main
Sanitary Service
Subdrain Service
(No Perforations)
Reducing WYE
Trench
Stake Identifier
(Sanitary Sewer)
(Subdrain)
Stake Identifier
Sanitary
Sewer Main
Subdrain Main
PLAN VIEW
CROSS SECTION
Bedding
(Non-Perforated Pipe)
by the approved plans.
Pipe Sizes to be specified
FORT COLLINS ONLY