HomeMy WebLinkAboutTHE SAVOY - PDP210019 - DOCUMENT MARKUPS - ROUND 3 - UTILITY PLANS (2)SheetTHE
SAVOYThese 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 SETENGINEERNGIEHTRONRNFORTCOLLINS:
301
North Howes Street,
Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 12 CS2 CONSTRUCTION NOTESGENERAL &2 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 A. GENERAL NOTES 1.All materials, workmanship, and construction of public improvements shall meet or exceed the
standards
and specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there
is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the
City of Fort Collins.2.All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise.3.These
public improvement construction plans shall be
valid for a period of three years from the date of approval by the City of Fort Collins Engineer.Use of these plans after the
expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of any work shown in these plans.
4.The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins,
as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City
of Fort Collins Engineer shall not relieve the engineer who has prepared these
plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City of
Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may
arise from any errors and omissions contained in these plans.5.All storm sewer construction, as well as power and other "dry" utility installations, shall
conform to the City of Fort Collins standards and specifications current at the date of approval of the plans by the City of
Fort Collins Engineer.6.The type, size, location
and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Developer to verify the
existence and location of all underground utilities along the route of the work before commencing new construction. The Developer shall be responsible
for unknown underground utilities.7.The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least
2 working days prior to beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (
i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also to be located
prior to beginning
excavation or grading. It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on
these plans.8.The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate
utility company for any utility crossings required.9.If a conflict exists between existing and proposed utilities and/or a design modification is required,
the Developer shall coordinate with the engineer to modify the design. Design modification(s) must be approved by the City of Fort
Collins prior to beginning construction.10.The Developer shall coordinate and cooperate with the City
of Fort Collins, and all utility companies involved, to assure that the work is accomplished in a timely fashion and with a minimum
disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well
as the utility companies.11.No work may commence within any public
storm water, sanitary sewer or potable water system until the Developer notifies the utility provider.Notification shall be a minimum of 2 working days
prior to commencement of any work. At the discretion of the water utility provider,
a pre-construction meeting may be required prior to commencement of any work.12.The Developer shall sequence installation of utilities in such a manner as to minimize potential utility
conflicts.
In general, storm sewer and sanitary sewer should be constructed prior to installation of the water lines and dry utilities.13.The minimum
cover over water lines is 4.5 feet and the maximum cover is 5.5
feet unless otherwise noted in the plans and approved by the Water Utility.14.A State Construction Dewatering Wastewater Discharge Permit is
required if dewatering is required in order to install utilities or if water is discharged into a storm
sewer, channel, irrigation ditch or any waters of the United States.15.The Developer shall comply with all terms and conditions of the Colorado
Permit for Storm Water Discharge (Contact Colorado Department of Health, Water
Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan.16.The City of Fort Collins shall not
be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the
responsibility of the property owner(s).17.Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage
facilities, by a registered engineer, must be submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department
at least
two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater
Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification
per the Development Agreement.18.The City of Fort Collins shall not be responsible for any damages or injuries
sustained in this Development as a result of groundwater seepage,whether resulting from groundwater flooding, structural damage or other damage unless such
damage
or injuries are sustained as a result of the City of Fort Collins failure to properly maintain its water, wastewater, and/or
storm drainage facilities in the development.19.All recommendations of the Preliminary Drainage Report for The Savoy dated 02/23/2022 by
Northern Engineering shall be followed and implemented.20.Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control
measures shall be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping.
21.The Developer shall be responsible for insuring
that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed within 24 hours by
an appropriate mechanical method (
i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the the City of Fort Collins
street inspector.22.No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development
Construction Permit is obtained, if applicable.23.The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction.
The Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control
Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any
and all
public improvements. If the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work in
the Engineer absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an improper installation.
24.The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility
trench work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not
correspond with the results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or,
the Developer may use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports
shall
be prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement
of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final
report.25.The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline
at all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor
must certify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted
in the letter and then resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets.
26.All utility installations within or across the roadbed of new residential roads must
be completed prior to the final stages of road construction. For the purposes of these standards, any work except c/g above the
subgrade is considered final
stage work. All service lines must be stubbed to the property lines and marked so as to reduce the excavation necessary for building connections.27.
Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should
be referred to for additional criteria for roads within these districts.28.All road construction in areas designated as Wild Fire Hazard Areas shall
be done in accordance
with the construction criteria as established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval.
29.Prior to the commencement of any construction,
the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree removal requiring a permit.30.The Developer shall
be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security.Refer to OSHA
Publication 2226, Excavating and Trenching.31.The Developer shall submit a Construction Traffic Control Plan, in accordance with
MUTCD, to the appropriate Right-of-Way authority. (The City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting,
the Right-of-Way. The Developer shall be responsible for providing any and all traffic control devices as may be required by the
construction activities.32.Prior to the commencement of any construction that will affect traffic signs of any type, the
contractor shall contact the City of Fort Collins Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor,
however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign
as needed.33.
The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development'
s local street operations. In addition, the Developer is responsible for all costs for traffic signing and
striping related to directing traffic access to and from the Development.34.There shall be no site construction activities on Saturdays, unless
specifically approved by the City of Fort Collins Engineer, and no site construction
activities on Sundays or holidays, unless there is prior written approval by City of Fort Collins.35.The Developer is responsible for providing all
labor and materials necessary for the completion of the intended improvements,
shown on these drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise.36.Dimensions for layout and construction are not to
be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer
for clarification, and annotate the dimension on the as-built record drawings.37.The Developer shall have, onsite at all times, one (1)
signed copy of the approved plans, one (1) copy of the appropriate standards and
specifications, and a copy of any permits and extension agreements needed for the job.38.If, during the construction process, conditions are encountered which could indicate
a situation that is not identified in the plans or specifications,the Developer shall contact the Designer and the City of Fort Collins Engineer immediately.
39.
The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the Larimer County'
s Inspector at all times. Upon completion of the work,
the contractor(s)
shall submit record drawings to the City
of Fort Collins Engineer.40.The Designer shall provide, in this location on the plan, the location and description of
the nearest survey benchmarks (2)
for the project
as well as the basis of bearings.
The information shall be as follows:PROJECT DATUM: NAVD88 City of Fort Collins Benchmark 7-01 NORTH SIDE OF HARMONY ROAD
ON AN IRRIGATION STRUCTURE APPROX 100 FT. WEST OF THE WEST CURB LINE OF
THE EAST ENTRANCE
TO H.P.ELEV.=4941.52 City of Fort Collins Benchmark 7-07 0.5 MILES SOUTH OF HARMONY
RD. AND STRAUSS
CABIN RD., ON THE WEST SIDE OF STRAUSS CABIN RD., ON THE NORTHWEST WINGWALL OF
THE BRIDGE OVER AN IRRIGATION
CANAL ON A
LARIMER COUNTY CAP.ELEV.=4879.16 Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have
used NGVD29 Unadjusted for their vertical datums.If NGVD29 Unadjusted Datum is
required for any purpose, the following equation should be used:NGVD29 Unadjusted = NAVD88 - 3.18'Basis of Bearings The Basis of
Bearings is the East line of Tract A, Brookfield First Replat as bearing South 01° 23' 27" West.41.All stationing
is based on centerline of roadways unless otherwise noted.42.Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences,
trees, streets, sidewalks, curbs and gutters,landscaping,
structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the Developer's expense, unless
otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of
Occupancy.43.When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than
its original condition. The existing street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be
done in accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface.
All large patches shall be paved with an asphalt lay-down machine. In streets where
more than one cut is made, an overlay of the entire street width,including the patched area, may be required. The determination of need
for a complete overlay shall be made by the Larimer County Engineer
and/or the City of Fort Collins Inspector at the time the cuts are made.44.Upon
completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or
to the grades and condition as required by these plans.45.Standard Handicap ramps
are to be constructed at all curb returns and at all "T" intersections.46.After acceptance by the City of Fort
Collins, public improvements depicted in these plans shall be guaranteed
to be free from material and workmanship
defects for a minimum period of two years from
the date of acceptance.47.The
City of
Fort Collins shall not be responsible
for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following private streets: N.A.
48.Proposed Variances are listed as follows: 1. Inset parking along Precision Drive and Brookfield Drive.
2. Intersection spacing - High Volume Drive CONSTRUCTION NOTES A. Grading and Erosion Control Notes 1.The erosion control inspector must be notified
at least twenty-four (24) hours prior to any construction on this site.2.There shall be no earth-disturbing activity outside
the limits designated on the accepted plans.
3.All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All
other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved
project schedule, construction plans,
and erosion control report.4.At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion
including keeping the property sufficiently watered so as to minimize wind blown sediment. The Developer
shall also be responsible for installing and maintaining all erosion control facilities shown herein.5.Pre-disturbance vegetation shall be protected and
retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area(s) required for immediate construction operations, and for
the shortest practical period of time.6.All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be
kept in a roughened condition by ripping or disking along land contours until mulch, vegetation, or other
permanent erosion control BMPs are installed. No soils in areas outside project street rights-
of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent erosion control (e.g. seed/
mulch, landscaping, etc.) is installed, unless otherwise approved by the
City/County.7.In order to minimize erosion potential, all temporary (structural) erosion control measures shall:a.Be inspected at a minimum of
once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary
in order to ensure the continued performance of their intended function.b.Remain in place until such time as all the surrounding disturbed
areas are sufficiently stabilized as determined by the erosion
control inspector.c.Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector.8.When
temporary erosion control measures are removed, the Developer shall be responsible for the clean up and
removal of all sediment and debris from all drainage infrastructure and other public facilities.9.The contractor shall immediately clean up any construction materials inadvertently
deposited on existing streets, sidewalks, or other public rights of
way, and make sure streets and walkways are cleaned at the end of each working day.10.All retained sediments, particularly those on paved
roadway surfaces, shall be removed and disposed of in a manner and location so as not to
cause their release into any waters of the United States.11.No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles
shall be protected from sediment transport by surface roughening, watering,and perimeter silt
fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched.12.The stormwater volume capacity of detention ponds
will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the
maintenance over to the City/County or Homeowners Association (HOA).13.City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful
to discharge or allow the discharge of any pollutant or contaminated water from construction sites. Pollutants include, but are not limited
to discarded building materials, concrete truck washout,chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are
necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all applicable
local, state, and federal regulations.14.A designated area shall be provided on site
for concrete truck chute washout. The area shall be constructed so as to contain washout material and located at least fifty (50) feet away
from any waterway during construction. Upon completion of construction
activities the concrete washout material will be removed and properly disposed of prior to the
area being restored.15.
Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever measures are determined
necessary, as directed by the City.16.For additional information see separate Stormwater Management Plan / Erosion Control Report for THE SAVOY.B. Street Improvement Notes
1.All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here.
2.A paving section design, signed and stamped by a
Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval,prior to any street construction activity, (full depth asphalt sections
are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to placement
of any asphalt.3.Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance
of 12 inches from the existing edge, to create a clean construction joint. The Developer shall be required to remove existing pavement to a distance
where a clean construction joint can be made. Wheel cuts shall not be
allowed unless approved by the City of Fort Collins Engineer in Fort Collins.4.Street subgrades shall be scarified the top 12 inches and re-compacted prior
to subbase installation.
No base material shall be laid until the subgrade has been inspected and approved by the City of Fort Collins Engineer.5.Ft. Collins only. Valve boxes
and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not
allowed.6.When an existing asphalt street must be cut, the street must be restored to a condition equal to or better
than its original condition. The existing street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done
in conformance with Chapter 25, Reconstruction
and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made by the City of
Fort Collins Engineer. All overlay work shall be coordinated with
adjacent landowners such that future projects do not cut the new asphalt overlay work.7.All traffic control devices shall be in conformance with these plans or as
otherwise specified in M.U.T.C.D. (including Colorado supplement) and as per the Right-of-Way Work Permit traffic control plan.8.
The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt.Gutters
that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly.9.
Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section
is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required.The entire subgrade and/or base material shall be
rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,
000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds
greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined
by the City of Fort Collins Engineer, shall
be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be notified at least 24 hours prior
to the "proof
roll." All "proof rolls" shall be preformed in the presence of an Inspector.C. Traffic Signing
and Pavement Marking Construction Notes 1.All signage and marking is subject to the General Notes on the cover sheet of
these plans, as well as the Traffic Signing and Marking Construction Notes listed here.2.All symbols,
including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed
thermo-plastic.3.All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in
MUTCD.4.All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads.5.All lane lines for concrete
pavement should be epoxy paint.6.Prior to permanent installation of traffic striping and symbols, the Developer
shall place temporary tabs or tape depicting alignment and placement of the same. Their placement shall be
approved by the City of Fort Collins Traffic Engineer prior to permanent installation of
striping and symbols.7.Pre-formed thermo-plastic applications shall be as specified in
these Plans and/or these Standards.8.Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction.9.All
surfaces shall be thoroughly cleaned prior to installation of striping or markings.10.All sign
posts shall utilize break-away assemblies and fasteners per the Standards.11.A field inspection
of location and installation of all signs shall be performed by the City of Fort Collins Traffic
Engineer. All discrepancies identified during the field inspection must be corrected before the 2-year warranty period will begin.12.The Developer installing signs shall be
responsible for locating and protecting all underground utilities.13.Special care shall be taken in sign location to ensure an unobstructed view of each
sign.14.Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the
City of Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping
if the City of Fort Collins Traffic Engineer determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT
M and S Standards.
All signage and striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on traffic markings).
15.Sleeves for sign posts shall be required for use in
islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail.D. Storm Drainage Notes 1.The City of Fort Collins
shall
not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of
the property owner(s).2.All recommendations of the Preliminary Drainage Report for The Savoy dated 02/23/2022 by Northern
Engineering shall be followed and implemented.3.Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage
facilities, by a registered engineer, must by submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department
at least
two weeks prior
to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the Stormwater Utility
Department at least two weeks
prior to the release of any building permits in excess of those allowed prior to certification per the
Development Agreement.E.Utility Notes 1.All water and sanitary
sewer construction shall be performed according to the Fort Collins-Loveland Water District and the South Fort Collins Sanitation
District Standards and Specifications.2.Construction of water and sewer facilities require
a precon meeting with District Operations staff prior to construction.3.Contractor shall notify District inspectors prior to starting work.4.Contractor
shall contact the sanitation district for sewer inspection 48 hours prior to
connecting to existing sewer stubs.5.All commercial domestic services require a reduced pressure backflow prevention device.6.All water lines shall
be a minimum of (5) five feet and a maximum of (6) six feet below final grade.7.All district valves shall only be
operated by District Operations staff.8.Pipe pressure and vacuum testing
shall be witnessed by District inspectors. Waterline bacteria tests shall also be taken by District inspectors.
9.Once the system is operational and all tests have passed, contractor shall request substantial
completion with a letter to the District that includes the dollar value of the
water and sewer improvements listed separately.10.As-builts shall be submitted in PDF and DWG to the District for final approval.11.If groundwater is
encountered within depth of sewer construction,
manholes must be water-proofed.12.All water meter pits shall be installed in landscaping only, no hard surfaces.13.Manhole rim elevations are to
be adjusted to 1/4" below finished grade. If necessary, cone sections shall be rotated to prevent lids being located within bicycle or
vehicle wheel paths.14.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
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9' UTILITY EASEMENT
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39 LF OF CURB AND GUTTER
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584 LF OF CURB AND GUTTER
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540 LF
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EX. 76'
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RIM=4904.
75 INV=4897.
53 (W)INV=4897.88 (
S)BTM=4897.83 STORM
MH RIM=4904.
31 INV
IN=4897.38 (
N)INV OUT=4897.31 (
E)BTM=4897.31 STORM
MH RIM=
4902.70 INV
IN=4895.77 (W)INV
OUT=4895.65 (E)STORM MH
RIM=4900.70 INV IN=
4894.59 (N)
INV IN=
4894.54 (W, S)
INV OUT = 4894.
54 (E)RIM=
4901.06 24" RCP FL=
4894.93 (
N)RIM=4901.
10 RIM=4901.18
FL=4894.
95 (NW, S)
STUB NW GRATE=4906.69
INV=4900.49 (E)STORM
MH RIM=4907.
68 INV IN=4900.28 (W)INV
OUT=4900.04 (N)
GRATE=4906.
23 INV=4902.
21 (E)GRATE=4906.36
INV=4902.08 (W)STORM
MH RIM=4907.12 INV
IN=4901.75 (W)INV
IN=4901.
88 (E)INV
IN=4898.64 (S)INV OUT=4898.
76 (N)STORM MH RIM=
4908.77 INV IN=4897.
83 (W) 24" RCP INV IN=4897.77 (S)
INV OUT=4897.
72 (N)
EX. 56.6
LF 24" RCP @ 0.
37%EX. 6" PVC SAN
MH RIM=
4903.79 INV
IN=4891.53 (E)INV
OUT=4891.15 (S)SAN
MH RIM=
4902.41 INV
IN=4890.08 (N)INV
OUT=4889.88 (S)EX.
265.1 LF 12" PVC
@ 0.
40%SAN MH
RIM=4901.24 INV IN=
4888.89 (N)INV IN=
4888.84 (
E)INV OUT=
4888.70 (S)273.9
LF 12" PVC @ 0.
36%12" PVCSAN MH RIM=
4902.30
INV IN=4893.
07 (S)INV OUT=4891.
92 (W)SAN MH RIM=
4904.34 INV IN=4890.
44 (E)INV IN=4890.
30 (N)
INV OUT=4890.
13 (W)SAN MH
RIM=4904.96 INV
IN=4889.
82 (E)INV
IN=4889.64 (W)INV
IN=4889.44 (N)INV
OUT=4889.07 (S)EXISTING
12" PVCEX.
6" PVCSAN
MH RIM=4904.
68 77.5 LF 12"
PVC @ 0.4%SAN
MH RIM=4908.
06 INV IN=4891.57 (N)INV IN=4892.
01 (E)INV OUT=4891.53 (S)8" PVC
340.4 LF 12" PVC @ 0.61%SAN
MH RIM=
4908.54 INV
IN=4893.58 (
N)INV OUT=4893.
45 (S)EX. 279.
6 LF 12"
PVC @
0.67%EX. 12"
PVC EX.
357.9 LF
12" DIP @ 0.
41%EX.
291.70 LF
48" RCP @
0.53%
EX. 36"
RCPEX. 215.3
LF 24" RCP @ 0.
50%EX.
292.0
LF 48" RCP
@ 0.38%EX. 215.
6 LF
24" RCP
@ 0.65%
8" PVCPRECISION DRIVE BROOKFIELD DRIVELE
FEVRE DRIVE
CINQUEFOIL LANELE
FEVRE DRIVE EX.
8" PVC WATERLINEEX. 12" PVC WATEREX.
8" DIP
WATER LINEEX.
8" PVC WATER
RIM=4901.03 BANNER HEALTH,
4700 LADY
MOON DR,
FORT COLLINS BSP
VIBE LLC,3701 LE
FEVER DR,
FORT COLLINS
IMAGO ENTERPRISES INC,
4710 CINQUEFOIL LN,FORT COLLINS
MORNINGSIDE VILLAGE
CONDOS SUPP
24,3902 PRECISION
DR 6A-
6E FORT COLLINS
MORNINGSIDE VILLAGE
CONDOS SUPP 25,
4914 BROOKFIELD DR 5A-5E
FORT COLLINS
MORNINGSIDE VILLAGE
CONDOS SUPP 29,4862 BROOKFIELD
DR 3A-
3E FORT
COLLINS MORNINGSIDE VILLAGE CONDOS SUPP
28,3903
LE FEVER DR 1A-1E
FORT COLLINS MORNINGSIDE
VILLAGE CONDOS SUPP26,4902 BROOKFIELD DR
4A-4H FORT
COLLINS MORNINGSIDE VILLAGE
CONDOS SUPP 21,
3839 PRECISION DR14A-14E
FORT COLLINS MORNINGSIDE
VILLAGE CONDOS SUPP 22,
3839
PRECISION DR 8A-
8E FORT COLLINS
MOUNTAIN VIEW TERRA VIDA LLC,
3707 PRECISION DR,
FORT COLLINS MORNINGSIDE VILLAGE CONDOS SUPP
10,3903 PRECISION
DR A-E FORT COLLINS VARIOUS OWNERS,
3827 PRECISION DR
A-
F
FORT COLLINS
VARIOUS
OWNERS,
3815 PRECISION DR A-F FORT COLLINS EX.
8" DIP WATER LINE EX. 42" RCP 38"
X60" ELLIP. RCPEX.
8" DIP WATERLINEEXISTING GAS STUB
TO
BE REMOVED)EXISTING
GAS STUB TOBE
REMOVED)
EX.
36" RCP
STUB
CONTRACTOR TO LOCATE PRIOR
TO RAIN GARDEN INSTALLATION)//////////////////////
EX.
48" RCP EX.
42"
RCP
50
LF OF 36" RCP
TO BE
REMOVED)/////////////////////////////±65
LF OF CURB
AND
GUTTER TO BE REMOVED)/////////
15 LF OF
6" PVC FIRE
LINE TO BE
REMOVED)KEYMAP SheetTHE
SAVOYThese drawings
areinstruments of
serviceprovided by NorthernEngineering
Services, Inc.and
are
not
to be used
forany type of constructionunless
signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.
NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite
100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 12
EX1 DEMOLITION PLANEXISTING CONDITIONS &4 CALL 2 BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING
OF UNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OF
COLORADO Know
what'sbelow.before you dig.Call R NORTH IN
FEET )0 1 INCH = 40 FEET 40 40
80 120 EX1 EXISTING ELECTRIC E LEGEND:G T EXISTING STORM
SEWER ST EXISTING TELEPHONE EXISTING GAS FIELD SURVEY BY:NOTES:
EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING
WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROJECT
BOUNDARY EXISTING EASEMENT EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR VAULT ELEC EXISTING
CABLE CTV EXISTING FIBER OPTIC FO 1. THE SIZE, TYPE AND LOCATION
OF ALL
KNOWN UNDERGROUND
UTILITIES ARE APPROXIMATE WHEN
SHOWN ON THESE DRAWINGS.
IT SHALL BE
THE RESPONSIBILITY
OF THE CONTRACTOR TO VERIFY
THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF
THE WORK. BEFORE
COMMENCING NEWCONSTRUCTION, THE CONTRACTOR SHALL
BERESPONSIBLEFOR
LOCATINGALLUNDERGROUND
UTILITIESANDSHALLBE
RESPONSIBLE FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
BUILDING 1
BUILDING2BUILDING3BUILDING
4BUILDING 5BUILDING
6BUILDING 7BUILDING 8MAIL LOUNGE& CAR WASHOFFICE CLUB ADDITIONALAMENITIESE E E E
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DRAIN
STORM DRAIN
STORM DRAIN STORM
DRAIN
STORM DRAIN
STORM DRAIN STORM
DRAIN PRECISION DRIVE
BROOKFIELD
DRIVELE FEVER
DRIVE
CINQUEFOIL LANE6"
WATERLINE
STORM DRAIN
STORM
DRAIN 6"
WATERLINE
SANITARY MH
8"
SANITARY
SEWER
SANITARY
SEWER
SERVICE
SANITARY SEWER
SERVICE (TYP.)
SANITARY SEWER
SERVICE
SANITARY
SEWER SERVICE
EXISTING FIRE
HYDRANT EXISTING
FIRE HYDRANT RELOCATED
FIRE
HYDRANT EXISTING FIRE HYDRANT OUTLET
9'
UTILITY EASEMENT 9'
UTILITY EASEMENT
9' UTILITY
EASEMENT 9' UTILITY EASEMENT
TRANSFORMER
TRANSFORMER
TRANSFORMER
TRANSFORMER
TRANSFORMER
GAS
LINE GAS
LINE
GAS LINE GASLINE
INLET FIRE HYDRANT
RAIN GARDEN OVERFLOW
OUTFALL EXISTING ODP POND
UNPLATTED PARCEL
K -
HARMONY TECHNOLOGY
PARK OWNER:
IMAGO ENTERPRISES INC.
RAIN GARDEN
RELOCATED TRANSFORMER
TO
BELOW GROUND
VAULT INLET
INLET INLET
INLET INLET INLET
SAND OIL
INTERCEPTOR
TYPE R
INLET TYPE
R INLET
BSP VIBE LLC,
3701 LE
FEVER
DR,FORT
COLLINS MORNINGSIDE
VILLAGE CONDOS SUPP 24,
3902 PRECISION
DR 6A-
6E
FORT COLLINS
MORNINGSIDE VILLAGE
CONDOS SUPP
25,4914 BROOKFIELD
DR 5A-
5E
FORT COLLINS
MORNINGSIDE VILLAGE
CONDOS SUPP
29,4862
BROOKFIELD DR
3A-
3E FORT
COLLINS MORNINGSIDE
VILLAGE CONDOS SUPP
28,3903
LE FEVER
DR 1A-
1E FORT COLLINS
MORNINGSIDE VILLAGE
CONDOS SUPP 26,
4902
BROOKFIELD DR
4A-4H
FORT COLLINS MORNINGSIDE
VILLAGE CONDOS
SUPP 21,
3839 PRECISION
DR14A-14E FORT
COLLINS MORNINGSIDE
VILLAGE CONDOS
SUPP 22,
3839 PRECISION DR
8A-8E
FORT COLLINS
MOUNTAIN
VIEWTERRAVIDALLC,
3707
PRECISIONDR,
FORT COLLINS MORNINGSIDE
VILLAGE
CONDOS SUPP
10,
3903
PRECISION
DR A-E
FORT COLLINS VARIOUS OWNERS,
3827 PRECISION
DR
A-F FORT
COLLINS VARIOUS OWNERS,3815
PRECISION DR
A-
F FORT COLLINS EXISTING
FIRE HYDRANT39 MC-
4500 STORMTECH CHAMBERSWATER QUALITY BASIN
W/ WEIR EXISTING FIRE HYDRANT
SANITARY MANHOLE
CONNECTION EXISTING 8"
STUB TO BE USED AS
SANITARY SERVICE
CONNECTION EXISTING 8"
STUB TO BE USED AS
SANITARY SERVICE CONNECTION
EX. 15' TYPE
R RIM: 4901.
18 INV OUT:
4894.95 (S)
INV IN:
4894.95 (NW)
EX. INLET GRATE:
4906.23 INV
OUT: 4902.21 (
E)EX. INLET
GRATE: 4906.36
INV OUT: 4902.
08 (
W)
26' EMERGENCY ACCESS
AND UTILITY EASEMENT
24' EMERGENCY ACCESS
AND UTILITY EASEMENT 26' EMERGENCY
ACCESS UTILITY EASEMENT 26' EMERGENCY
ACCESS AND UTILITY
EASEMENT 6' UTILITY
EASEMENT 24' EMERGENCY
ACCESS AND UTILITY EASEMENT 24'
EMERGENCY ACCESS AND UTILITY EASEMENT DRAINAGE EASEMENT 10'
UTILITY EASEMENT EX.
STORM MH RIM=4904.
31 INV IN=4897.38 (N)
INV OUT=4897.
31 (E)BTM=4897.
31 EX. STORM
MH RIM=4902.
70 INV IN=4895.77 (
W)INV OUT=4895.65 (
E)EX. STORM
MH RIM=4900.
70 INV=4894.59 (N)
INV=4894.54 (W, E,
S)GRATE=4906.69 INV=
4900.49 (E)EX. STORM
MH RIM=4907.
68 INV IN=
4900.28 (W)INV OUT=4900.04 (
N)EX. STORM MH RIM=
4907.12 INV IN=4901.
75 (W)INV IN=4901.88 (
E)INV
IN=4898.64 (
S)INV OUT=
4898.76 (N)EX. STORM
MH RIM=4908.77 INV
IN=4897.83 (
W) 24" RCP
INV IN=4897.77 (S)
INV OUT=4897.72 (N)
EX. 24" RCP
@ 0.37%
6" PVC EX. SAN MH
RIM=4903.79 INV IN=
4891.53 (E)INV OUT=
4891.15 (S)
EX. SAN MH
RIM=4902.41 INV IN=
4890.08 (N)INV OUT=
4889.88 (S)
EX. 12" PVC
@ 0.40%EX. SAN
MH RIM=4901.24 INV
IN=4888.89 (N)INVIN=4888.84 (
E)INV OUT=
4888.70 (S)EX. 12"
PVC @ 0.36%12"
PVCEX. SAN MH RIM=4902.
30 INV IN=4893.07 (
S)INV OUT=
4891.92 (W)
EX. SAN MH
RIM=4904.34
INV IN=4890.44 (E)
INV IN=4890.30 (N)
INV OUT=4890.13 (W)
EX. SAN MH
RIM=4904.96
INV IN=4889.82 (E)
INV IN=4889.64 (W)
INV IN=
4889.44 (N)INV OUT=4889.
07 (S)12" PVCEX. SAN MH
RIM=4904.68 EX. SAN MH
RIM=4908.06INV
IN=4891.57 (N)
INV IN=4892.01 (
E)INV OUT=
4891.53 (S)EX.
12" PVC
@ 0.61%EX.
SAN
MH
RIM=4908.54
INV IN=4893.
58 (N)INV OUT=4893.45 (S)
EX. 12" PVC
@ 0.67%12" PVC
EX. 12" DIP
@ 0.
41%EX.
48" RCP
@ 0.
53%215.
3 LF
24" RCP
@ 0.
50%EX. 48"
RCP @ 0.
38%EX.
8" PVC WATEREX.
12" PVC WATEREX.
8" PVC WATEREX.
8" PVC WATER
EX. 15' TYPE R
RIM: 4901.06
INV: 4894.93 (
N)42" RCP
38"X60" ELLIP.
RCP DRAINAGEEASEMENT
N:105937.88
E:214859.44
TIE TO EXISTING
8" PVC WATER LINE 8"
X8" TEE 2 -
8" GV (S &
W)INSPECTION PORT (
2)STREET LIGHT
STREET LIGHT STREET LIGHT STREET
LIGHT STREET LIGHT
STREET LIGHT STREET
LIGHT TIE PROPOSED
GAS LINE
INTO EXISTING GAS LINE
TIE PROPOSED GAS
LINE INTO EXISTING
GAS LINE 24' EMERGENCY
ACCESS AND UTILITY
EASEMENT 2" WATER
SERVICE TAP N:105837.
81 E:214344.
12 8"x6"
TEE N:105837.70
E:214349.12EX.
12" PVCEX. 48"
RCP EX. 42" RCP
12"x6" TEE
w/ G.V. (
N & E)
N:106277.
63 E:
214131.68
EX. 8" PVC
8"x6" TEE
w/ G.V. (S &
E)
N:
106427.51
E:214494.33 12'
UTILITY EASEMENT 6'
UE 2" WATER
SERVICE TAP N:
106276.21 E:
214289.17 2"
WATER
SERVICE TAP
N:106274.
05
E:214530.09
2" WATER SERVICE
TAP N:106275.
23 E:214398.
61 2" WATER
SERVICE TAP N:
106316.93 E:214868.66
2" WATER SERVICE
TAP N:106294.
91
E:
214868.06
10' UE 10'
UE 10' UE 10'
UE EX.
36"
RCP CONTRACTOR TO
LOCATE PRIOR TO
RAIN GARDEN INSTALLATION)
TRANSFORMER GAS LINE
2" WATER SERVICE
TAP N:105828.
43 E:214719.
70 8"x6" TEE N:
105828.32 E:214724.70
TRANSFORMER
10'
SEPARATION 10' SEPARATION TRANSFORMER
6"x6" TEE
N:106274.01
E:214535.09 6"
x6" TEE N:106275.
00 E:214424.
58 1.5"
WATER SERVICE TAP
N:106274.59
E:214469.67 SANITARY SEWER
SERVICE (TYP.)EXISTING 8" STUB
TO BE USED
AS
SANITARY
SERVICE CONNECTION 8"
x6" TEE N:
106299.91 E:
214868.18 8"
x6" TEE N:
106325.96 E:
214868.87 OFFSITE
STORM EASEMENT BY SEPARATE
DOCUMENT - WILL BE
PROVIDED AT FDP
ROUND 1)FOREBAY FOREBAY
1.
5"
IRRIGATION TAP
N:
106276.
78 E:214225.78 10' UE 10' UE
2" WATER SERVICE TAP N:106363.40 E:
214493.76 EX.
STORM MH RIM=4904.75
INV
IN=4897.83 (
W)INV OUT=4897.
88 (
S)
BTM=
4897.83 INLET INLET 12"x6" TEE N:106115.59 E:214136.
89 18.91' SEPARATION 8"x6" TEE N:105839.83
E:214268.91 2" WATER SERVICE TAP N:105839.94
E:214263.91 15.74' SEPARATION STORM EASEMENT SheetTHE SAVOYThese drawings
areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are
not to be used forany type of constructionunless signed
and sealed
bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW
SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100,
80521GREELEY:
820 8th Street, 80631970.221.4158northernengineering.comof 12 U1 UTILITY PLAN6
CALL 2 BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OF
COLORADO Know what'sbelow.before you dig.Call R NORTH 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 WATERLINE CONSTRUCTION
SHALL CONFORM TO THE CITY OF
FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE DATE OF CONSTRUCTION.2.ALL
SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE SOUTH
FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE DATE OF CONSTRUCTION.3.
ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT
TO SCALE. ALL WATER FITTINGS TO BE MECHANICALLY RESTRAINED PER FCLWD STANDARDS
4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND A MAXIMUM
5' OF COVER MEASURED FROM FINISHED GRADE TO TOP OF PIPE.
5.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.6.MAINTAIN 10'
HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER
MAINS, WATER MAINS & SERVICES.7.REFER TO THE PLAT FOR LOT AREAS,
TRACT SIZES, EASEMENTS, LOT DIMENSIONS,UTILITY
EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.8.LIMITS OF STREET CUT ARE
APPROXIMATE. FINAL LIMITS ARE TO BE
DETERMINED IN
THEFIELDBY
THECITYOF
FORT
COLLINS ENGINEERING INSPECTOR.
ALL REPAIRS TO
BE IN ACCORDANCE
WITH
CITY
OF
FORT COLLINS STREET
REPAIR STANDARDS.
9.ALL
MANHOLE RIM ELEVATIONS (
EXISTING & PROPOSED) ARE
TO BE ADJUSTED
TO 14"BELOW
FINISHED GRADE. IF
NECESSARY, CONE SECTIONS
SHALL BE
ROTATED TO PREVENT
LIDS BEING LOCATED
WITHIN
VEHICLE
OR
BICYCLE WHEEL
PATHS.10.
ALL WATER SERVICES
SHALL BE 2"
UNLESS OTHERWISE NOTED.
ALL METER PITS
AND CURB STOPS
SHALLBEIN
A 10' WIDE
EASEMENT.11.ALL
FIRESERVICESSHALL
BE 6" UNLESS OTHERWISE NOTED.12.
ALL DRY UTILITIES SHOWN ARE STRICTLY FOR
REFERENCE ONLY. REFER TO RESPECTIVE PLANS FOR
DESIGN AND DETAILS.13.PLAN AND PROFILES WILL BE
PROVIDED FOR STORM
DRAINS MAINS AND
SANITARY SERVICE
MAIN
AT FIRST
ROUND
FDP.EASEMENT LINE SPROPOSED
SEWER SERVICE WPROPOSED WATER
SERVICE