HomeMy WebLinkAboutTHE SAVOY - PDP210019 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANS (3)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
CS1 COVER STEET1
Northern Engineering
Project No. 514-003
Date: July 28, 2021
NOVEMBER 2021 CONTACT INFORMATION
PROJECT TEAM:
VICINITY MAP
NORTH
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.
PROJECT BENCHMARKS:
THE SAVOY
PROJECT TEAM:
Steve Allen
Henry Design Group
1501 Wazee St. Suite 1C
Denver, Colorado 80202
(303) 446-2368
Milestone Development
Ken Kikenr
1225 17th St Unit 29
Denver, CO 80202
(303) 298-7270
Northern Engineering Services, Inc.
Blaine Mathisen, PE
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
LANDSCAPE ARCHITECT
OWNER/APPLICANT
SITE ENGINEER
SHEET INDEX
A REPLAT OF TRACT A, BROOKFIELD FIRST REPLAT, LOCATED IN THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 6 NORTH,
RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
ORIGINAL FIELD SURVEY BY:
Northern Engineering Services, Inc.
Bob Tessely, PLS
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
SITE SURVEYOR
1 CS1 COVER SHEET
2 CS2 GENERAL & CONSTRUCTION NOTES
3 CS3 EROSION CONTROL NOTES
3 EX1 EXISTING CONDITIONS & DEMOLITION PLAN
5 HC1 HORIZONTAL CONTROL PLAN
UTILITY SHEETS
6 U1 UTILITY PLAN
GRADING SHEETS
7-10 G1-G4 GRADING PLANS
ROADWAY SHEETS
11 R1 LE FEVER DRIVE PLAN & PROFILE
DRAINAGE SHEETS
12 DR1 DRAINAGE EXHIBIT
PRELIMINARY UTILITY PLANS FOR
Earth Engineering Consultants, LLC
"Geologic and Preliminary Geotechnical Investigation - The Savoy"
Fort Collins, Colorado
EEC Project No. = FC10152-115
Date: November 17, 2021
SUBSURFACE EXPLORATION BY:
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 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
City of Fort Collins, CO
UTILITY PLAN APPROVAL
APPROVED:
CITY ENGINEER,APPROVED SHEETS DATE
APPROVED:
WATER & WASTEWATER UTILITY,APPROVED SHEETS DATE
APPROVED:
STORMWATER UTILITY,APPROVED SHEETS DATE
APPROVED:
PARK PLANNING & DEVELOPMENT,APPROVED SHEETS DATE
APPROVED:
TRAFFIC OPERATIONS,APPROVED SHEETS DATE
APPROVED:
ENVIRONMENTAL PLANNER,APPROVED SHEETS DATE
GAS-----------------Xcel Energy-----------------------------Stephanie Rich (970) 225-7828
ELECTRIC--------City of Fort Collins Light & Power-- Rob Irish (970) 224-6167
CABLE-------------Xfinity--------------------------------------Don Kapperman (970) 567-0245
TELECOM.--------Centurylink-------------------------------Bill Johnson (970) 490-7501
WATER------------City of Fort Collins Utilities-----------Shane Boyle (970) 221-6339
WASTEWATER-South Fort Collins Sanitation--------TBD
STORMWATER-City of Fort Collins Utilities-----------Shane Boyle (970) 221-6339
UTILITY CONTACT LIST: *
UTILITY COMPANY
* This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for
the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for
locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of
Colorado (UNCC) at 811 for additional information.
PHONE NUMBER
** The underground utility locates are based upon the best available information at the time of locating.
Contractor acknowledges that it is common for underground facility owner maps to have errors and omissions of
data shown. Consequently, it is the Contractor's sole responsibility to field verify the location of all utilities prior
to construction, and notify the Engineer of any discrepancies found.
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:
SITE I-25HARMONY ROAD
ZIEGLER ROADKECHTER ROAD STRAUSS CABIN RD.Adam Kanto
Kephart
2555 Walnut St
Denver, Colorado 80205
(303) 832-4474
BUILDING ARCHITECT
7'7'
PARK
37' ROADWAY
53' ROW (MIN.)
UTIL.
ESMT.
9'
(MIN.)
PKWY6'
WALK
(MIN)
4.5'
INSET
PARK
9'
5.5'
WALK
FROM
UTIL.
ESMT.
8.5'PKWY
23'
TRAVEL
7'
PARK
7'BUMP-OUT
LANDSCAPE
30' ROADWAY
53' ROW (MIN.)
(MIN)
WALK
5.5'
UTIL.
ESMT.
9'
(MIN.)
PKWY6'
WALK
(MIN)
4.5'
9'
UTIL.
ESMT.
8.5'PKWY
30' SETBACK (MAX)
23'
TRAVEL
NOTE: NO MORE THAN 3 (23' X 7') PARKING SPACES
SHALL BE IN A ROW PRIOR TO LANDSCAPE BUMP-OUT
BROOKFIELD DRIVE AND PRECISION DRIVE AT
INSET PARKING
(53' ROW MIN)
BROOKFIELD DRIVE AND PRECISION DRIVE AT
LANDSCAPE BUMP-OUTS
(53' ROW MIN)
10'
TRAVEL
8'
PARK
8.5'(MIN.)
PKWY
36' ROADWAY
63' ROW (MIN.)
(MIN)
WALK
5'
UTIL.
ESMT.
9'
(MIN.)
PKWY13.5'
9'
UTIL.
ESMT.
CONNECTOR LOCAL STREET
(63' ROW)
CUSTOM TYPICAL SECTION WITH 4' OF
DEDICATED ROW
(73' ROW)
PRECISION DRIVE
BROOKFIELD DRIVE
PRECISION DRIVE
BROOKFIELD DRIVE
LE FEVER DRIVE
CINQUEFOIL LANE
7'
PARK
8'
48' FL TO FL
EX. 69' ROW
UTIL.
ESMT.
9'
(MIN.)
PKWY6'
WALK
(MIN)
4.5'
9'
UTIL.
ESMT.
5'
BIKE
7'
PARK
5'
BIKE
12'
TRAVEL
LANE
12'
TRAVEL
LANE
(MIN.)
PKWY
WALK
5'
DEDICATED ROW4'
10'
TRAVEL
8'
PARK
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
District Engineer Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICTCINQUEFOIL LANEROCK CREEK DR.
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
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 11/24/21 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. A formal variance letter will be provided at 2nd round PDP.
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 11/24/21 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 for locating all underground utilities and shall be responsible for all unknown underground utilities.
15.All water fittings and valves are only graphically represented and are not to scale.
16.All water services shall be 3 4" diameter unless otherwise noted. All sanitary services shall be 4" diameter unless otherwise noted.
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
CS3 EROSION CONTROL NOTES3
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
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F. INFILL AND REDEVELOPMENT NOTE
A.Despite everyone's best efforts, it is impossible to fully display subsurface information prior to excavation. This is especially true in areas
of infill and redevelopment. Unknown subsurface conditions can have cost and schedule implications. Prior to finalizing contract terms, it is
strongly recommended that the Owner and General Contractor have a candid discussion to formulate a strategy for dealing with such
circumstances when they arise. The process and procures should be in place prior to excavation. Allowances and contingencies can address the
cost implications, but additional measures are required to deal with scheduling and factors impacting sequence of work. The Architect,
Engineer(s), and Construction Surveyor should be made aware of the protocol for dealing with such unknown subsurface conditions prior to
starting work.
G. STANDARD EROSION CONTROL NOTES (CITY OF FORT COLLINS)
General Erosion Control Requirements
These notes are a summary for the legal requirements, that are set forth in the Fort Collins Stormwater
Criteria Manual (FCSCM), and that any conflict is resolved by the more stringent requirement controlling.
1.The Property Owner, Owner’s Representative, Developer, Design Engineer, General Contractor, Sub-contractors, or similar title for the
developing entity (here after referred to as the Developer) has provided these Erosion Control Materials in accordance with Erosion Control
Criteria set forth in the Manual as an attempt to identify erosion, sediment, and other potential pollutant sources associated with these
Construction Activities and preventing those pollutants from leaving the project site as an illicit discharge. Full City requirements and are
outlined and clarified in the Manual under Chapter 4: Construction Control Measures and should be used to identify and define what is
needed on a project.
2.The Developer shall make themselves thoroughly familiar with the provisions and the content of the specifications laid out in the Manual, the
Development Agreement, the Erosion Control Materials compiled for this project, and the following notes as all these materials are
applicable to this project.
3.The Developer shall implement and maintain Control Measures for all potential pollutants from the start of land disturbing activities until final
stabilization of the construction site.
4.The City Erosion Control Inspector shall be notified at least twenty-four (24) hours prior to the desired start of any construction activities on
this site to allow adequate time for on-site confirmation (initial inspection which can take up to two business days after receiving the request)
that the site is in fact protected from sediment and pollutants discharges off site. Please contact erosion@fcgov.com early to schedule those
Initial Erosion Control Inspections well in advance so that demolition, clearing, grubbing, tree removal, and scraping may begin without
delay. Failure to receive an on-site confirmation before construction activities commence is an automatic “Notice of Violation” and can result
in further enforcement actions.
5.The Developer shall proactively provide all appropriate Control Measures to prevent damage to adjacent downstream and leeward
properties. This includes but is not limited to: trees, shrubs, lawns, walks, pavements, roadways, structures, creeks, wetlands, streams,
rivers, and utilities that are not designed for removal, relocation, or replacement in the course of construction.
6.At all times the Developer shall be responsible to ensure adequate Control Measures are designed, selected, installed, maintain, repaired,
replaced, and ultimately removed in order to prevent and control erosion suspension, sediment transportation, and pollutant discharge as a
result of construction activities associated with this project.
7.All applicable Control Measures based upon the sequencing and/or phasing of the project shall be installed prior to those construction
activities commencing.
8.As dynamic conditions (due to the nature, timing, sequence, and phasing of construction) in the field may warrant Control Measures in
addition, or different, to what is shown on these plans, the Developer shall at all times be responsible to implement the Control Measures
that are most effective with the current state and progress of construction. The Developer shall implement whatever measures are
determined necessary, and/or as directed by the City Erosion Control Inspector. The Developer shall insure that all Erosion Control Plans
(Maps) or SWMP documents are updated to reflect the current site conditions, with updates being initialed and dated. These site inspections
and site condition updates shall be made available upon request by the City.
9.All listings, provisions, materials, procedures, activities, site work and the like articulated in this or other written site-specific documents
(Including but not limited to the erosion control reports, development agreements, landscape, and drainage materials) shall meet or exceed
the most restrictive language for City, County, State, and Federal regulations with regards to erosion, sediment, pollutant, and other pollution
source Control Measures. The Developer shall be responsible to comply with all of these aforementioned laws and regulations.
10.The Developer shall ensure that all appropriate permits (CDPS General Permit Stormwater Discharges Associated with Construction
Activity, Dewatering, Clean Water Act, Army Corps of Engineers’ 404 Wetlands Mitigation Permit, etc.) have been attained prior to the
relevant activity has begun. These permits or copies shall be made available upon request by the City.
11.The Developer shall furnish all conveniences and assistances to aid the Erosion Control Inspectors of materials, workmanship, records, and
self-inspections, etc. of the Control Measures involved in the construction activities.
12.The Developer shall request clarification of all apparent site construction issues that may arise due to inconsistencies in construction plans
for the site or site conditions around the selected Control Measures by contacting the Erosion Control Inspector. The Erosion Control
Inspector will not be responsible for any explanations, interpretations, or supplementary data provided by others.
13.All Control Measures shall be installed in accordance with the Manual.
14.The City reserves the right to require additional Control Measures as site conditions warrant, to the extent authorized by relevant legal
authority.
15.As with any construction standards, occasions may arise where the minimum erosion control standards are either inappropriate or cannot
be justified. In these cases, a variance to these standards may be applied for pursuant to the terms, conditions, and procedures of the
Manual.
16.Inspection. The contractor shall inspect site pollutant sources and implement Control Measures at a minimum of once every two weeks
during construction and within 24 hours following a precipitation event. Documentation of each inspection shall be recorded and retained by
the contractor.
17.All temporary Control Measures shall be cleaned, repaired, or reconstructed as necessary in order to assure continual performance of their
intended function. 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 drainage way.
18.Any Control Measure may be substituted for another standard Control Measure so long as that Control Measure is equal to, or of greater
protection than the original Control Measure that was to be used in that location. (ex. silt fence, for wattles, or for compact berms) Wattle
alone on commercial construction sites have shown to be an ineffective substitute for silt fence or compact berms unless it is accompanied
by a construction fence to prevent vehicle traffic.
19.Any implementation or replacement of existing Control Measures for a non-standard control, or alternative Control Measure, shall require
the review and acceptance by the City erosion control staff before the measure will be allowed to be used on this project. These Control
Measures’ details shall be submitted, reviewed and accepted to be in accordance with the Erosion Control Criteria based upon the
functionality and effectiveness in accordance with sound engineering and hydrological practices
Land disturbance, Stockpiles, and Storage of Soils
20.There shall be no earth-disturbing activity outside the limits designated on the accepted plans. Off road staging areas or stockpiles must be
preapproved by the City. Disturbances beyond these limits will be restored to original condition.
21.Pre-disturbance vegetation shall be identified, protected, and retained wherever possible. Removal or disturbance of existing vegetation
shall be limited to the area required for immediate construction operations, and for the shortest practical period of time. This should include
sequencing and phasing construction activities in a way so that the soil is not exposed for long periods of time by schedule or limit grading
to small areas. This should also include when practical advancing the schedule on stabilization activities such that landscaping takes place
shortly if not immediately after grading has occurred. Vegetation efforts shall start as soon as possible to return the site to a stabilized
condition. Sensitive areas should avoid clearing and grading activities as much possible.
22.All exposed soils or disturbed areas are considered a potential pollutant and shall have Control Measures implemented on the site to
prevent materials from leaving the site.
23.All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened
condition at all times by equipment tracking, scarifying or disking the surface on a contour with a 2 to 4 inch minimum variation in soil
surface until mulch, vegetation, and/or other permanent erosion control is installed.
24.No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport through the use of surface
roughening, watering, and down gradient perimeter controls. All soil stockpiles shall be protected from sediment transport by wind in
accordance with Municipal Code §12-150. All stockpiles shall be flattened to meet grade or removed from site as soon as practical, and no
later than the completion of construction activities or abandonment of the project. All off-site stockpile storage locations in City limits shall
have a stockpile permit from the City Engineering Department prior to using the area to store material. If frequent access from hardscape to
the stockpile is needed a structural tracking Control Measure shall be implemented.
25.All required Control Measures shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc.). All of the required
erosion Control Measures must be installed at the appropriate time in the construction sequence as indicated in the approved project
schedule, construction plans, and erosion control report.
26.All inlets, curb-cuts, culverts, and other storm sewer infrastructure which could be potentially impacted by construction activities shall be
protected with Control Measures. Material accumulated from this Control Measure shall be promptly removed and in cases where the
protection has failed, the pipes shall be thoroughly cleaned out.
27.All streams, stream corridors, buffers, woodlands, wetlands, or other sensitive areas shall be protected from impact by any construction
activity through the use of Control Measures.
28.All exposed dirt shall have perimeter control. Any perimeter controls that drain off or has the ability to be tracked onto the nearby hardscape
shall have some form of effective sediment control as the, or as part of the, perimeter control.
29.All exposed slopes should be protected. All exposed steep slopes (Steeper than 3:1 H:V) shall be protected from erosion and sediment
transport through use of Control Measures.
30.No soils shall remain exposed by land disturbing activity for more than thirty (30) days after activity has ceased before required temporary
seeding or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed. This is not just limited to projects that are abandoned;
this includes any project that is temporarily halted and no immediate activity is to resume within the next thirty (30) days, unless otherwise
approved by the City Erosion Control Inspector. During a season when seeding does not produce vegetative cover, another temporary
erosion control shall be implemented with or until temporary seeding or permanent erosion control can be performed.
31.All individual lots shall have effective sediment controls located on the street side and any down gradient side. Typically most lots drain to
the front yet on those cases where houses are along a pond or drainage swale have the lot drain in a different direction than the street,
those individual lots will need protection on that down gradient side to prevent sediment from leaving the lot. See the Individual Lot Details
for further clarification.
Vehicle Tracking
32.At all points where vehicles exit or leave the exposed dirt area on to a hardscape or semi hardscape (concrete, asphalt, road base, etc.)
shall have installed at least one structural tracking Control Measure to prevent vehicle tracking. All areas not protected by an adequate
perimeter control shall be considered a point where vehicles exit the site. Access points should be limited to as few entrances as possible
(All perimeter areas shall be protected from tracking activities).
33.In all areas that the structural tracking Control Measures fail to prevent vehicle tracking, collection and proper disposal of that material is
required. All inlets located near access points and affected by tracking activities shall be prevented from the introduction of sediment into the
drainage system.
34.City Municipal Code §20-62, among other things, prohibits the tracking, dropping, or depositing of soils or any other material onto city
streets by or from any source. City Municipal Code, §26-498, among other things, prohibits the discharge of pollutants on public or private
property if there is a significant potential for migration of such pollutant. Therefore, all tracked or deposited materials (intentional or
inadvertent) are not permitted to remain on the street or gutter and shall be removed and legally disposed of by the Developer in a timely
and immediate manner. Dirt ramps installed in the curb-lines are not exempt to these sections of code and shall not be permitted in the
street right of way (public or private).
35.If repeated deposit of material occurs on a site, additional structural tracking controls may be required of the Developer by the City Erosion
Control Inspector.
Loading and Unloading Operations
36.The Developer shall apply Control Measure to limit traffic (site worker or public) impacts and proactively locate material delivered to the site
in close proximity to the work area or immediately incorporated in the construction to limit operational impacts to disturbed areas, vehicle
tracking, and sediment deposition that could impact water quality.
Outdoor Storage or Construction Site Materials, Building Materials, Fertilizers, and Chemicals
37.Any materials of a non-polluting nature (steel, rock, brick, lumber, etc.) shall be inspected for any residue coming off the material during
routine inspection and will generally be located where practical at least fifty (50) feet from any permanent or interim drainage ways.
38.Any high environmental impact pollutant materials that have a high likelihood to result in discharge when in contact with stormwater
(lubricants, fuels, paints, solvents, detergents, fertilizers, chemical sprays, bags of cement mix, etc.) should not be kept on site where
practical. When not practical, they should be stored inside (vehicle, trailer, connex, building, etc.) and out of contact with stormwater or
stormwater runoff. Where not available, they shall be stored outside in a raised (high spots or on pallets), covered (plastic or tarped), and
sealed (leak proof container) in secondary containment location. The secondary containment or other Control Measure shall be adequately
sized, located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage ways and shall be
monitored as part of the routine inspections.
Vehicle and equipment maintenance and fueling
39.Parking, refueling, and maintenance of vehicles and equipment should be limited in one area of the site to minimize possible spills and fuel
storage areas. This area shall be located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or
drainage ways and shall be monitored as part of the routine inspections. All areas shall keep spill kits and supplies close.
Significant Dust or Particulate generating Process
40.The property must be actively preventing the emission of fugitive dust at all times during construction and vegetation activities. All land
disturbing activities that result in fugitive dust shall be in accordance with Municipal Code §12-150 to reduce the impacts to adjacent
properties and community health. All required practices shall be implemented and additional ones shall be followed. These practices include
watering the sites and discontinuing construction activities until the wind subsides as determined by any City Inspectors. Concrete truck /
equipment washing, including the concrete truck chute and associated fixtures and equipment
41.All concrete and equipment washing shall use structural Control Measures appropriate to the volume of wash and frequency of use. These
Control Measures shall be located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage
ways and shall be monitored as part of the routine inspections. These areas shall be clearly identified and protected from any wash from
leaving the Control Measure. If frequent access from hardscape to the Control Measure is to occur, a structural tracking Control Measure
shall be implemented. These Control Measures shall be frequently cleaned out.
42.The Developer is responsible for ensuring washing activity is taking place at the appropriate Control Measure and site workers are not
washing or dumping wash water on to the dirt or other uncontrolled locations.
Dedicated Asphalt and concrete batch plants
43.Dedicated asphalt and concrete batch plants are not acceptable on construction sites within the City of Fort Collins without an expressed
written request and plan to reduce pollutants associated with that type of activity and approval by the City of Fort Collins specifically the
Erosion Control Inspector. The Developer shall inform the erosion control inspection staff of any dedicated asphalt, or concrete batch plants
that is to be used on site.
Concrete Saw Cutting Materials
44.Saw cutting material shall be in accordance with Municipal Code §12-150 for air emissions and all water applications to the saw cutting shall
prevent material from leaving the immediate site and collected. These cutting locations, once dried, shall be swept and scraped of all
material and shall have proper and legal disposal.
Waste Materials Storage and Sanitary Facilities
45.Trash, debris, material salvage, and/or recycling areas shall be, where practical, at least fifty (50) feet from any permanent or interim
stormwater structures or drainage ways and shall be monitored as part of the routine inspections. These facilities should be located out of
the wind and covered as able. Where not able to cover, locating said areas on the side of other structures to reduce exposure to winds, and
follow maximum loading guidelines as marked on the container. The Developer is required to practice good housekeeping to keep the
construction site free of litter, construction debris, and leaking containers.
46.Sanitary facilities shall be prevented from tipping through the use of anchoring to the ground or lashing to a stabilized structure. These
facilities shall also be located as far as practical from an inlet, curb cut, drainage swale or other drainage conveyances to prevent material
transport from leaving the local area. This consists of the facility being located, where practical, at least fifty (50) feet from any permanent or
interim drainage ways.
Other Site Operations and Potential Spill Areas
47.Spills: For those minor spills that; are less than the State’s reportable quantity for spills, stay within the permitted area, and in no way
threaten any stormwater conveyance, notify the City of Fort Collins Utilities by email at erosion@fcgov.com or phone (970) 817-4770. For
any significant, major, or hazardous spills, notify the City of Fort Collins Utilities by phone only after Emergency Response (911) has been
notified and is on route, County Health Department (LCDHE) has been notified through Larimer County Sheriff Dispatch (970) 416-1985,
and the State Spill Hotline Incident Reporting have been contacted 1-877-518-5608. Written documentation shall be provided to the City
within 5 days of the event. All spills shall be cleaned up immediately.
48.Selection of “plastic welded” erosion control blankets shall not be used in areas that wildlife, such as snakes, are likely to be located as
these have proven to cause entrapment issues.
Final stabilization and project completion
49.Any stormwater facilities used as a temporary Control Measure will be restored and storm sewer lines will be cleaned upon completion of
the project and before turning the maintenance over to the Owner, Homeowners Association (HOA), or other party responsible for long term
maintenance of those facility.
50.All final stabilization specifications shall be done in accordance with the Manual, Chapter 4: Construction Control Measures.
51.All disturbed areas designed to be vegetated shall be amended, seeded & mulched, or landscaped as specified in the landscape plans and
per City of Fort Collins standards within 14 working days of final grading.
52.Soil in all vegetated (landscaped or seeded) areas, including parkways and medians shall comply with all requirements set forth in Sections
12-130 through 12-132 of the City Municipal Code, as well as Section 3.8.21 for the City Land Use Code.
53.All seeding shall refer to landscaping plans or the Erosion Control Plans for species mixture and application rates and depths requirements.
54.All seed shall be drilled where practical to a depth based upon the seed type. Broadcast seeding shall be applied at double the rate as
prescribed for drill seeding and shall be lightly hand raked after application. Hydroseeding may be substituted for drill seeding on slopes
steeper than 3(H):1(V) or on other areas not practical to drill seed and crimp and mulch. All hydroseeding must be conducted as two
separate processes of seeding and tackification.
55.All seeded areas must be mulched within twenty-four (24) after planting. All mulch shall be mechanically crimped and or adequately applied
tackifier. The use of crimped mulch or tackifier may require multiple re-applications if not properly installed or have weathered or degraded
before vegetation has been established. Areas of embankments having slopes greater than or equal to 3H:1V shall be stabilized with an
erosion mat or approved equal to ensure seed will be able to germinate on the steep slopes. During a season when seeding doesnot
produce vegetative cover, another temporary erosion control shall be implemented along with, or until, temporary seeding or permanent
erosion control can be performed.
56.The Developer shall warranty and maintain all vegetative measures for two growing seasons after installation or until seventy percent (70%)
vegetative cover has been established, whichever is longer and meets all the Criteria outlined in the Fort Collins Stormwater Criteria Manual
Chapter 4: Construction Control Measures.
57.The Developer shall maintain, monitor, repair, and replace any and all applicable Control Measures until final stabilization has been
obtained. All Control Measures must remain until such time as all upstream contributing pollutant sources have been vegetated or removed
from the site. When any Control Measure is removed, the Developer shall be responsible for the cleanup and removal of all sediment and
debris from that Control Measure. At the point at which the site has been deemed stabilized and verified by City Erosion Control Inspector,
all temporary Control Measures can then be fully removed. All measures shall be removed within 30 days after final stabilization is achieved.
58.The responsible party shall maintain and keep current all payments or related forms of security for the Erosion Control Escrow until 1)
stabilization has been reached and 2) all Control Measures and/or BMPs have sediment materials collected and the Control Measure
removed from the site. At that time the site will be considered completed and any remaining Erosion Control Escrow shall be returned to the
appropriate parties.
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9' UTILITY EASEMENT
TO BE VACATED
9' UTILITY EASEMENT
TO BE VACATED
9' UTILITY EASEMENT
TO BE VACATED
9' UTILITY EASEMENT
TO BE VACATED
20' DRAINAGE EASEMENT
TO BE VACATED
38.6 LF OF CURB AND GUTTER
TO BE REMOVED
583.88 LF OF CURB AND GUTTER
TO BE REMOVED
540.22 LF OF CURB AND GUTTER
TO BE REMOVED
EXISTING BARRICADES
TO BE REMOVED
230 SF OF CONCRETE
TO BE REMOVED
245 SF OF CONCRETE
TO BE REMOVED
EXISTING STOP SIGN
TO BE RELOCATED
EXISTING STORM MANHOLE
EXISTING 8" SANITARY
SEWER STUB
7 LF OF 8" SANITARY SEWER
TO BE REMOVED
EXISTING WATERLINE
EXISTING WATER STUB
AND VALVE TO BE REMOVED
EX. 50'
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EX. 72' ROW
EX. 30'
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EX. 51' ROW
EX. 30'FL-FLEX. 51' ROWEXISTING FIRE HYDRANT
EXISTING GAS LINE
EXISTING TELECOME LINE
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EXISTING FIRE HYDRANT
EXISTING STOP SIGN
EXISTING THREE PHASE
ELECTRIC VAULT
EX. 76' ROW EX. 50'
FL-FL
EX. 51' ROW EX. 30'
FL-FL
///////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////STORM MH
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)
56.6 LF 24" RCP @ 0.37%
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)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)12" PVC6" 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)279.6 LF 12" PVC @ 0.67%56.4 LF 12" PVC
357.9 LF 12" PVC @ 0.41%
291.70 LF 42" RCP36" RCP215.3 LF 36" RCP @ 0.50%292.0 LF 42" RCP @ 0.38%215.6 LF 24" RCP @ 0.65%8" PVCPRECISION DRIVE BROOKFIELD DRIVELE FEVRE DRIVE
CINQUEFOIL LANELE FEVRE DRIVE
EX. 8" PVC WATEREX. 12" PVC WATEREX. 8" PVCWATEREX. 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 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 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" PVC WATER
42" RCP
38"X60" ELLIP. RCPEX. 8" PVC WATEREXISTING GAS STUB
(TO BE REMOVED)
EXISTING GAS STUB
(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 NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,
REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT
MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES
APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,
ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE.
4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING
SITE SURVEY.
Northern Engineering
Project No. 514-003
Date: July 28, 2021
APPROXIMATE LIMITS OF
CONCRETE REMOVAL
EXISTING EASEMENT TO BE VACATED
EXISTING RIGHT-OF-WAY
EXISTING CURB & GUTTER TO BE REMOVED ///////////////////////////////
EXISTING GAS METER
F.O.EXISTING FIBER OPTIC VAULT
EEXISTING ELECTRIC MANHOLE
DEXISTING STORM MANHOLE
SEXISTING SANITARY SEWER MANHOLE
EXISTING STORM INLET
EXISTING WATER VALVE
EVEVEVEVEVEVBUILDING 1
BUILDING 2BUILDING 3BUILDING 4BUILDING 5BUILDING 6BUILDING 7BUILDING 8MAIL ROOM &CAR WASHCLUBHOUSE
ADDITIONALAMENITIESGAS
GG G G G G CTVCTV
CTV CTV
EE E
E
ELEC
ELEC ELEC
ELEC
ELEC
F.O.
F.O.F.O.
F.O.
F.O.
F.O.
F.O.F.O.F.O.
F.O.
F.O.F.O.
F.O.
F.O.F.O.
F.O.
12' -
12' -
6' MEDIAN8' SIDEWALK6' SIDEWALK 6' SIDEWALK
6' SIDEWALK6' SIDEWALK
6' SIDEWALK5' SIDEWALK6' SIDEWALK6' SIDEWALK9.5' LANDSCAPE BUFFER7' LANDSCAPE BUFFER6' SIDEWALK6' SIDEWALK8' SIDEWALK8' SIDEWALK8' SIDEWALK8' SIDEWALK8' SIDEWALK
24' DRIVE
AISLE
24'
DRIVE
AISLE
19'19'
17'9.5' LANDSCAPE BUFFER9.5' LANDSCAPE BUFFER24'
DRIVE
ASILE
17'17'
17'
9' (TYP.)
9' (TYP.)
122' -
30'
38'
9' (TYP.)
26'
DRIVE
AISLE
24'
DRIVE
AISLE
17'
9' (TYP.)
24' DRIVE
AISLE
17'9' (TYP.)
9.5' LANDSCAPE BUFFER
9.5' LANDSCAPE BUFFER
10' LANDSCAPE BUFFER
17'
9' (TYP.)
17'
9' (TYP.)
24' DRIVE AISLE
17'9' (TYP.)
26' EMERGENCY ACCESS
AND UTILITY EASEMENT
17'9'
24' DRIVE
AISLE7' LANDSCAPE BUFFER30' SETBACK
(MAX.)
30'
17'9' (TYP.)
TRASH ENCLOSURE
(SEE ARCH. PLANS)
TRASH ENCLOSURE
(SEE ARCH. PLANS)
TRASH ENCLOSURE
(SEE ARCH. PLANS)
TRASH ENCLOSURE
(SEE ARCH. PLANS)
19'19'
9' (TYP.)
24'
DRIVE
AISLE
17'17'
38'
26'
DRIVE
AISLE
24' DRIVE
AISLE
17'9' (TYP.)
17'9'
24' EMERGENCY ACCESS
AND UTILITY EASEMENT
6' SIDEWALK
6' SIDEWALK6' SIDEWALK9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT
9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT53' R.O.W
63' R.O.W
53' R.O.W
PRECISION DRIVE BROOKFIELD DRIVECINQUEFOIL LANE36' -
24'
DRIVE
AISLE
8' LANDSCAPE
BUFFER
5' SIDEWALK
5' SIDEWALK
5.5' SIDEWALK 5.5' SIDEWALK5.5' SIDEWALKPOCKET PARK
(±5,100 SQ. FT.)
8' SIDEWALK
5' SIDEWALK8' PARKWAY9' UTILITY EASEMENT5' SIDEWALK8' PARKWAY17'9'
5.5' SIDEWALK
CAR PORT
BIKE PORT
CAR PORT
CAR PORT
BIKE PORT
CAR
PORT
CAR PORT CAR PORT
CAR PORT
10' UTILITY
EASEMENT
DRAINAGE
EASEMENT
24' EMERGENCY ACCESS
& UTILITY EASEMENT
26' EMERGENCY ACCESS
& UTILITY EASEMENT
10' UTILITY
EASEMENT
S
D D
D
D
D
D
D
D
D
D
D
D
D D D
S
S
S 3
1
1
1
1
1
1
1
1
1
1
1
1
1
11
1
1
1
1
11
11
1
1
1
1
1
26' EMERGENCY ACCESS
AND UTILITY EASEMENT
10' UTILITY EASEMENT
24' UTILITY
EASEMENT
20' UTILITY
EASEMENT
20' UTILITY
EASEMENT
10' UTILITY
EASEMENT
30' SETBACK
20' UTILITY
EASEMENT
20' UTILITY
EASEMENT
10' UTILITY EASEMENT
24' EMERGENCY ACCESS
AND UTILITY EASEMENT
30' MAX
SETBACK
RAIN GARDEN
10' UTILITY EASEMENT
10' UTILITY EASEMENT
10' UTILITY EASEMENT
10' UTILITY EASEMENT
10' UTILITY EASEMENT
30' EMERGENCY ACCESS
AND UTILITY EASEMENT
10' UTILITY EASEMENT
10' UTILITY
EASEMENT
30' MAX SETBACK
30' MAX
SETBACK
DRAINAGE EASEMENT
10' UTILITY EASEMENT 10' UTILITY EASEMENT
30'FL-FL30'
FL-FL
76' R.O.W.
50'
FL-FL
LE FEVRE DRIVE
SEE SHEET R1
3
2
22
2
2
2
11
11
1
2
2
2
2
10' UTILITY
EASEMENT
10' UTILITY
EASEMENT
UTILITY
EASEMENT
10' UTILITY
EASEMENT
10' UTILITY
EASEMENT
BENCH (SEE
LANDSCAPE
PLANS) (TYP.)
7'23'
7'
23'
23'
7'
7'
23'
R3'
R3'
R20'
R20'
R3'
R3'
R20'R20'R3'
R3'
R10'
R10'R5'
R10'R3'
R5'
R3'
R3'R3'
R10'
R3'
R10'
R3'
R10'
R1'
R119'
R90'
R90'
R5'R3'
R5'R3'
R3'
R3'
R5'
R3'
R5'R3'
R3'
R3'
R3'
R10'
R3'
R3'
R10'
BENCH (SEE
LANDSCAPE
PLANS) (TYP.)
STOP SIGN
STOP SIGN
ENTRY PORTAL
(SEE LANDSCAPE PLANS)
ENTRY PORTAL
(SEE LANDSCAPE PLANS)
ENTRY PORTAL
(SEE LANDSCAPE PLANS)
ENTRY PORTAL
(SEE LANDSCAPE PLANS)
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
HC1 HORIZONTAL CONTROL PLAN5
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
T
S
D
1
4
30" VERTICAL OUTFLOW CURB & GUTTER
FLUSH CURB
CURB TRANSITION
1.CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF WALK.
2.ATTACHED WALK WIDTHS ARE FROM FLOWLINE.
3.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
4.CONCRETE JOINT NOT ALLOWED AT CENTERLINE OF DRIVE AISLES.
STANDARD ACCESS RAMP
DIRECTIONAL ACCESS RAMP
EASEMENTS
NOTES:
PROPOSED INFLOW CURB & GUTTER
PROPERTY BOUNDARY
/ / / / / / / /PROPOSED EDGE OF PAVEMENT
PROPOSED OUTFALL CURB & GUTTER
38' CONCRETE PAN
LEGEND:
EXISTING ROW
PROPOSED ROW
CONCRETE PAVING
ASPHALT PAVING
230" VERTICAL INFLOW CURB & GUTTER
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
HC1
BUILDING 1
BUILDING 2BUILDING 3BUILDING 4BUILDING 5BUILDING 6BUILDING 7BUILDING 8MAIL ROOM &CAR WASHCLUBHOUSE
ADDITIONALAMENITIES8" W8" WWFFWFWWFFWWFF WW
8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W 8" W 8" W 8" W 8" W 8" W
8" W8" W8" W8" W8" W8" WTF
EEEEEEEEEEEEEEEEEEEEEE E E E E E E E E E E E E
EEEEEEEEEEEEETFTFTFTFETFTFTF GGGGGGGGGGGGGGGGGGGGGGGGG G G G G G G G G G G G GGGGGGGGGGGEEEETFTFEEEEGGGGGGGGGGGGSS
S
S SSSSS S
SSU
DWFWUDMONITORING WELL
TRAFFIC RATED
S
S
S
S
S
S
S
H2O
S XXXXW W W W W
WWWTTTTT
TT T T T T T T T T T T
TT
T
H2OGAS
GGGAS EVAULT
ELEC
E
E
W W
SSSSSS8" W8" W8" W
SSSSV.P.
S
SWWFFDCFFDC
EEG G G
GG8" W8" W8" W8" W15" SS 15" SS 15" SS 15" SS
E E E E
12" SS12" SS12" SS12" SS12" SS12" SSH2O
H2O
H2O
H2O
H2O
8" W8" W8" W8" W12" SS12" SS12" SS12" SS12" SS12" SSH2O
D D
D8" W8" W8" W8" W8" W8" W8" W8" WS
S
WWWWWWWWWWWWWW W W W W W W W W W W W W W
WWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWST ST ST ST
ST ST ST ST ST ST ST ST ST ST
ST STSTSTSTSTSTSTSTSTSS
SS SS SS SS SS SS SS SS SS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
G
CTV
EE
D
D
D
D
DD
D
DD
D
D HY DH2OVENT
HY DHYDHY DHY DHY DS
S
S
S
S
S
S
S
S
S
GAS
GAS
GAS
E
ELEC
ELEC ELEC
ELEC
ELEC
F.O.
F.O.F.O.
F.O.
F.O.
F.O.
F.O.F.O.F.O.
F.O.
F.O.F.O.
F.O.
F.O.F.O.
F.O.
C.O.
C.O.
STORM DRAIN
STORM DRAIN
STORM DRAIN
STORM DRAIN
STORM DRAIN
STORM DRAIN
STORM DRAIN
PRECISION DRIVE BROOKFIELD DRIVELE FEVER DRIVE
CINQUEFOIL LANE8" WATERLINE
8" WATERLINE
8" WATERLINE
8" WATERLINE
STORM DRAIN
STORM DRAIN
8" WATERLINE
SANITARY MH
8" SANITARY SEWER
SANITARY SEWER SERVICE
SANITARY SEWER SERVICE
SANITARY
SEWER SERVICE
SANITARY SEWER SERVICE
EXISTING
FIRE HYDRANT
EXISTING FIRE HYDRANT
EXISTING FIRE HYDRANT
EXISTING FIRE HYDRANT
OUTLET
9' UTILITY
EASEMENT
9' UTILITY
EASEMENT
9' UTILITY
EASEMENT
9' UTILITY
EASEMENT
TRANSFORMER
TRANSFORMER
TRANSFORMER
TRANSFORMER
TRANSFORMER TRANSFORMER
TRANSFORMER
GASLINE
GASLINE
GASLINE
GASLINE
STORM DRAIN
TRANSFORMER
FIRE HYDRANT
TRANSFORMER
RAIN GARDEN
OVERFLOW OUTFALL
EXISTING ODP POND
PROPOSED 10' OFF-SITE STORM EASEMENT
BY SEPARATE DOCUMENT
UNPLATTED
PARCEL K - HARMONY TECHNOLOGY PARK
OWNER:
IMAGO ENTERPRISES INC.
RAIN GARDEN
TIE PROPOSED
ELECTRIC LINE INTO
EXISTING THREE
PHASE 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 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
EXISTING
FIRE HYDRANT38 MC-4500
STORMTECH
CHAMBERS
WATER 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
10' UTILITY
EASEMENT
26' EMERGENCY ACCESS
& UTILITY EASEMENT
10' UTILITY
EASEMENT
26' EMERGENCY ACCESS
AND UTILITY EASEMENT
10' UTILITY EASEMENT
24' UTILITY
EASEMENT
20' UTILITY
EASEMENT
20' UTILITY
EASEMENT
20' UTILITY
EASEMENT
20' UTILITY
EASEMENT
10' UTILITY EASEMENT
24' EMERGENCY ACCESS
AND UTILITY EASEMENT
10' UTILITY EASEMENT
10' UTILITY EASEMENT
10' UTILITY EASEMENT
10' UTILITY EASEMENT
10' UTILITY EASEMENT
30' EMERGENCY ACCESS
AND UTILITY EASEMENT
10' UTILITY
EASEMENT
DRAINAGE
EASEMENT
10' UTILITY 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)
INV IN=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=4908.06
INV 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)12" PVC @ 0.67%12" PVC
EX. 12" PVC @ 0.41%
EX. 42" RCP215.3 LF 36" RCP @ 0.50%EX. 42" 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
DRAINAGE
EASEMENT
N:106427.48
E:214496.88
TIE TO EXISTING 8" PVC WATER LINE
8"X8" TEE
2 - 8" GV (S & E)
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
STREET LIGHT
TIE PROPOSED
GAS LINE INTO
EXISTING GAS LINE
TIE PROPOSED
GAS LINE INTO
EXISTING GAS LINE
24' EMERGENCY ACCESS
AND UTILITY 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
THE FIELD BY THE CITY OF 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.
11.ALL FIRE SERVICES SHALL BE 6" UNLESS OTHERWISE NOTED.
12.ALL DRY UTILITIES SHOWN ARE STRICTLY FOR REFERENCE ONLY. REFER TO
RESPECTIVE PLANS FOR DESIGN AND DETAILS.
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
W
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
ST
W
SS
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
PROPOSED UNDERDRAIN UD
PROPOSED GAS G
PROPOSED ELECTRIC E
EXISTING ELECTRIC E
FPROPOSED FIRE SERVICE
PROPOSED GAS METER
PROPOSED ELECTRIC METER
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.
District Engineer Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
KEYMAP
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
U1
S
W W W W W W 12" W12" WHC
SWFFDC
W WWWWWWWWWWWWWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS
G G G
D
D
H2OV
EN THY DHYDS
S
GAS
EVEVEVEVEVEVBUILDING 6BUILDING 7CLUBHOUSE
ADDITIONALAMENITIESEE E E
LE FEVER DRIVE
SEE SHEET R1
CINQUEFOIL LANE9' UTILITY
EASEMENT
9' UTILITY
EASEMENT
FFE=8.65
FFE=8.65
FFE=8.32
FFE=8.32
7.
5
7
7.336.
9
6 6.585.786.656.666.
7
16.885.335.353.7%
2.5%
2.5%9:16.3%4:1
4:1
9.8%
9:1
10:1
7.
9
%
9:1
5:1
6:1
2.2
%
2.0%
2.2%2.3%2.0%
4.
1
%2.3%
2.6
%
2.3%2.2%1.5%2.1%2.0%2.2%2.0%2.1%2.1%2.0%1.6%2.0%2.1%2.1%2.1%2.1%2.1%1.8%
2.0%2.2%6.005.775.856.107.
8
2 7.057.
3
77.457.758.098.0
6
8.
0
2
7.9
4 7.907.8
1 7.848.157.867.857.397.
3
2
7.187.
1
4
6.666.
9
6
7.
3
17.326.
7
2
6.616.496.58
6.966.
0
4
5.
8
4
5.785.
9
8
5.
8
3
5.795.
7
9
5.
8
4
7.
4
1
7.
2
3
6.686.
7
2
6.
8
6
6.777.537.456.736.
7
7
8.
1
78.157.217.
5
3 7.547.
4
77.747.
7
9
6.
7
87.106.657.005.456.
3
0 7.056.506.
8
2
6.996.9
2
6.416.
3
16.756.746.746.
2
86.146.
2
6
4.566.246.596.426.381.9%5.791.0%2.0%8.458.
4
5
7.607.608.658.
6
5
8.
6
5
8.657.157.
1
5 7.817.
8
2
8.328.
3
27.087.087.127.
1
2 8.328.
3
2
INLET
TRASH ENCLOSURE
(SEE ARCHITECT PLANS)
ASSUMED FOOTER
EXTENSION (TYP.)6.166.
1
1
5.
8
36.36BANNER HEALTH,
4700 LADY MOON DR,
FORT COLLINS
BSP VIBE LLC,
3701 LE FEVER DR,
FORT COLLINS
IMAGO
ENTERPRISES INC,
4710 CINQUEFOIL LN,
FORT COLLINS
24' EMERGENCY ACCESS
AND UTILITY EASEMENT
24' UTILITY
EASEMENT
10' UTILITY EASEMENT
10' UTILITY EASEMENT 30' EMERGENCY ACCESS
AND UTILITY EASEMENT
7.847.857.
7
3 7.717.
6
0 7.59
76' R.O.W.
50'
FL-FL 36' FL-FL63' ROWEX. INLET
GRATE: 4906.23
INV OUT: 4902.21 (E)
EX. INLET
GRATE: 4906.36
INV OUT: 4902.08 (W)
EX. STORM MH
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)6.136.09SheetTHE 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
G1 GRADING PLAN7
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
MATCH LINE - SEE SHEET G2KEYMAP
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR
BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
5.REFER TO SHEET HC1 FOR CLARIFICATION ON SIDEWALK WIDTHS, GUTTER TYPE,
RAMP TYPE, ETC.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
LEGEND:
ST
PROPOSED GRADE BREAK
EXISTING CURB & GUTTER
MATCH LINE - SEE SHEET G3
G1 G2
G3 G4
S
H2O
H2O
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSS SS
/ / / / / / / /GGGGHY DS
GAS
BUILDING 1
BUILDING 2BUILDING 8MAIL ROOM &CAR WASHEUDUDUDUDMONITORING WELL
TRAFFIC RATED
BROOKFIELD DRIVE9' UTILITY
EASEMENT
9' UTILITY
EASEMENT
FFE=6.01
FFE=6.01
FFE=7.69
FFE=7.69
FFE=6.32
FFE=6.325.785.045.405.406.656.666.
7
16.884.865.147.074.635.
2
6 6.766.206.
1
4 4.164.082.
7
73.106.327:19:1 5:15:16:17:1
6:1
5:16:16.1%7.4
%6.7%5.9%8.1%
8
:
1
5.6%
3.3%9:18.7%
7:1
7:1
6:1
6:1
6:1
9:1
10:1
7.
9
%
9:1
5:1
6:1
7.0%
5:1
5:12.1%2.1%2.1%2.0%2.4%1.2%1.8%2.0%3.5%2.9%3.0%3.3%3.1%3.0%4
.
2%
2.0%
3.4%
2.2%
2.0%
2.3%3.2%
1.8%
2.0%2.2%2.3%
5.
2
%2.8%7.0%6:16:15:1
4.214.464.506.206.205.756.
5
1
3.71
3.
8
1
3.403.193.283.493.393.643.
5
6 3.303.
7
5
3.
5
43.543.775.82
5.
0
24.945.265.745.044.914.694.544.094.047.
0
56.506.826.
9
9
6.9
2
6.
4
1 6.316.756.286.746.
7
46.286.
1
4
6.075.935.825.685.
7
5
6.166.
4
4 5.745.926.035.866.056.
0
3
6.005.
6
6
5.
7
05.495.476.
1
8
6.
0
0
5.755.
7
0
6.
0
0
5.
8
86.264.184.443.694.383.30
6.766.
8
6 6.756.676.
6
76.236.
5
4 5.846.175.724.704.565.
3
9
6.
2
8
6.
8
7 6.796.416.136.056.
0
2
5.
6
2
6.826.875.
8
1
5.666.424.414.786.015.104.2%6.011.0%5.
7
9
1.0%2.0%2.0%
2.1%
2.1%
2.2%
2.1%
2.1%
2.2
%
2.1%
2.132.302.642.352.482.54
2.612.783.112.833.003.00
3.09
3.75
3.
2
73.793.28
3.
4
25.004.81
0.6%0.5%0.5%0.5%0.6%0.9%7.816.
3
2
6.
3
2
6.
3
2 5.656.154.814.855.145.146.155.355.515.865.864.985.004.514.514.275.356.507.037.036.836.507.097.097.697.697.697.697.097.096.506.507.697.695.575.
5
7
FFE=6.025.575.
5
7 6.025.356.02TRASH ENCLOSURE
(SEE ARCHITECT PLANS)
ASSUMED FOOTER
EXTENSION (TYP.)6.166.115.836.
3
6
INLET 5.885.
2
4
INLET
LE FEVER DRIVE
SEE SHEET R1
5.50IMAGO
ENTERPRISES INC,
4710 CINQUEFOIL LN,
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
24' EMERGENCY ACCESS
AND UTILITY EASEMENT
10' UTILITY
EASEMENT
10' UTILITY
EASEMENT
10' UTILITY EASEMENT
20' UTILITY
EASEMENT
20' UTILITY
EASEMENT
30' EMERGENCY ACCESS
AND UTILITY EASEMENT
10' UTILITY EASEMENT
10' UTILITY
EASEMENT
DRAINAGE
EASEMENT
53' R.O.W
30'
FL-FL36' FL-FL63' ROW6.136.
0
9
INLET
4.745.775.40SheetTHE 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
G2 GRADING PLAN8
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR
BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
5.REFER TO SHEET HC1 FOR CLARIFICATION ON SIDEWALK WIDTHS, GUTTER TYPE,
RAMP TYPE, ETC.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
LEGEND:
ST
PROPOSED GRADE BREAK
EXISTING CURB & GUTTER
KEYMAP
MATCH LINE - SEE SHEET G1MATCH LINE - SEE SHEET G4
G1 G2
G3 G4
S
S
S
WWWWWTTTTTTTT T T
TT T T T T T T T T T T T T T T T T
SSSSSSSS8" W 8" W 8" W
SSSSSSSSSSSWFFDC
TTEEEEEEG G G G G G G G G
GGGWW W W W W W W W W W W W W W W W W W W
W WW
WWWWWWWWWWWWWWWWWST ST ST ST ST ST ST ST ST ST ST
STSTST ST ST ST ST ST ST ST ST ST ST ST ST ST
ST ST STSTSTSS SS SS
SS
SS SS
SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS
SSSSGGD
D
D
D
H YDHY DHY DS
S
S S
C.O.
C.O.
BUILDING 4BUILDING 5BUILDING 6BUILDING 7EEG
GGGG
CINQUEFOIL LANEPRECISION DRIVE
9' UTILITY
EASEMENT
9' UTILITY
EASEMENT
FFE=8.65
FFE=7.44
FFE=7.44
FFE=7.26 FFE=7.26
FFE=8.32
5.826.
6
0
4.
1
6
5.
1
06.366.237.076.457.
0
47.606.68
6.78
5:14:15:1
7.5%
8:1
6.3%10:110:18:18.4%6.
8
%8.6%6.7%4.8%
8.2%
8:1
6:1
8:1 8:11.6%5.
3
%6.7%
3.7%
4:1
9.8%4:14:13:14:110:1
9:1
6:1
9.4%2.0%2.0%1.9%2.2%2.0%2.0%3
.
2%3.2%2.4%2.1%2.0%2.0%2.1%
2
.
4%2.1%2.1%2.5%2.0%2.3%
2.9%
2.0%
2.2
%2.0%4.0%4.2%2.0%
2.2%
2.1%
2.3%
2.1%
2.1%
2.1%
2.2
%
2.0%
2.2%2.3%2.0%6.756.546.406.226.496.686.726.
4
66.296.186.
3
56.386.226.
4
0 6.356.186.566.527.
1
9
7.266.736.
7
7
7.086.
8
6
5.785.745.
5
0
5.
4
77.437.597.077.156.916.866.826.875.325.
1
1
5.
0
6
5.
2
4
4.
7
2 4.504.344.796.085.575.024.
8
7 5.175.215.575.356.136.386.
4
2 5.975.805.
8
3
6.
0
5
6.406.
2
2
6.
0
0
6.
4
76.346.
3
4
6.536.776.736.203.
0
9
2.
9
6
4.
3
6 5.355.055.
6
2
4.715.095.985.456.006.
1
6
6.
3
9
5.
8
2
5.626.
0
06.656.446.
6
0
5.735.525.
3
8
6.335.907.027.116.606.446.425.736.316.176.406.
0
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2
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1
0 5.965.384.484.394.
9
6
4.89
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2
3
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3.86
4.
7
46.236:16.377.
2
0
1.9%2.8%7.
1
1 6.285.71
5.
9
8
2.0%
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7
3.8
32.0%2.1%2.1%2.1%2.1%2.1%3.60
3.143.703.323.05 3.152.972.742.562.
8
3
2.252.
3
6
0.8%0.6%
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7.
2
6 7.267.
2
6 7.266.966.966.596.596.706.706.59
6.
5
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5
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4
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4
4 6.787.396.786.
2
6
6.217.277.
2
8
6.216.
7
1
7.
8
1 8.658.
6
5 7.157.
1
5
7.827.
6
58.328.
3
27.087.085.82
INLET
TRASH ENCLOSURE
(SEE ARCHITECT PLANS)
ASSUMED FOOTER
EXTENSION (TYP.)
INLET 4.72MORNINGSIDE
VILLAGE CONDOS
SUPP 22,
3839 PRECISION DR
8A-8E
FORT COLLINS
MOUNTAIN VIEW
TERRA VIDA LLC,
3707 PRECISION
DR, FORT COLLINS
VARIOUS OWNERS,
3815 PRECISION DR
A-F
FORT COLLINS
BSP VIBE LLC,
3701 LE FEVER DR,
FORT COLLINS
10' UTILITY EASEMENT
10' UTILITY EASEMENT
DRAINAGE EASEMENT
53' R.O.W
30'FL-FL76' R.O.W.
50'
FL-FL
76' R.O.W.
50'
FL-FL
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=4907.68
INV IN=4900.28 (W)
INV OUT=4900.04 (N)
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
G3 GRADING PLAN9
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
KEYMAP
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR
BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
5.REFER TO SHEET HC1 FOR CLARIFICATION ON SIDEWALK WIDTHS, GUTTER TYPE,
RAMP TYPE, ETC.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
LEGEND:
ST
PROPOSED GRADE BREAK
EXISTING CURB & GUTTER MATCH LINE - SEE SHEET G4MATCH LINE - SEE SHEET G1
G1 G2
G3 G4
S
S
S
H2O
S
W W W W W W W
T T T T T T T T T T T T T T
T
TTTT
TTT
T T
T
T
T T
H2OGAS
GGGGGGGAS EEEEVAULT
ELEC EEE E E
E
E
E
8" W8" W8" WV.P.
15" SS 15" SS 15" SS 15" SS
E E E E
H2O
H2O
WWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTSSSSSSSSSSSSSS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSGGCT
V
CTVCTV
CTV CTV CTVE
EEE E E
D
DD
D
DDHYD HY DS
S
S
GAS
E
ELEC
ELEC ELEC
ELEC
ELEC
F.O.
F.O.F.O.
F.O.
F.O.
F.O.
F.O.F.O.F.O.
F.O.
F.O.F.O.
F.O.
F.O.F.O.
F.O.
BUILDING 3BUILDING 8EEGGG
GGGG
U
D
U
D
U
D
PRECISION DRIVE BROOKFIELD DRIVE9' UTILITY
EASEMENT
9' UTILITY
EASEMENT
FFE=7.26
FFE=5.54
FFE=5.54
FFE=6.01
FFE=6.32
2.301.
4
5
3.763.
9
8
3.
9
3
1.
8
74.005.
8
2 6.323:18.9%6:1
7:1
6:15:15:12.9%
5.5%
4
.
7%
6.7%
5:1
7.5%
6:1
8.2%8:16:1
5:1 4:16:14:14:110:1
9:1
6:1
9.4%5.9%8.8%7.0%2.1%2.1%2.0%2.1%
2.
5
%2.4%
2.
6
%3.2%4.7%2.9%2.1%2.7%2.2%2.1%
2.0
%
1.7
%2.1%3.2%2
.
8%3.0%4.0%2.0%2.2%2.0%2.0%2.1%2.1%3.
2
%
2.3%
2.
5
%3.0%2.
9%2.9%2.3%
2.0%
3.4%
2.2%
2.0%
2.3%3.2%
3.3%2.2%
2.
3
%
2.1%
5:1
6.406.
2
26.006.476.
3
4
6.
3
4
6.
5
3 6.205.
2
0
5.285.
4
0
3.
0
9 2.965.
2
9 5.194.504.393.693.
5
6
3.
2
43.984.523.
5
0
98.003.333.
0
4
2.
7
3
3.
0
1
3.
1
7
3.
1
3
2.
7
7
2.383.122.
5
4
2.
4
6
1.491.902.963.052.832.593.003.
2
8
4.
1
1
3.
9
3
3.
7
35.695.575.4
96.006.
1
6
6.
3
95.735.525.385.255.156.335.905.826.144.
7
04.494.305.
7
36.316.176.
4
0
6.
0
7
6.
3
1 6.246.105.965.405.255.384.704.495.404.
1
05.093.914.024.195.19
5.654.944.024.514.
5
0 4.334.344.094.003.
8
7
4.214.464.504.214.454.693.
2
62.542.362.363.342.
5
54.394.
0
0 4.572.
5
92.663.754.
8
1
4.
6
6
5.004.
9
65.153.643.
7
4
3.
9
1 4.094.
0
4
3.763.303.002.
7
7
2.
3
6
3.
9
6
2.0%4.314.746.235.795.191.0%5.594.924.645.32
0.9%
2.0%2.3%2.0%2.0%2.1%2.1%2.1%2.1%
2.1%
2.1%
2.0%
2.0%
2.0%
2.0%
2.0%2.252.
3
6
2.19
2.021.941.441.37(0.86)1.832.041.621.
9
7
1.471.051.
2
91.321.39
1.23(0.88)
1.0
1
1.8
8
1.8
5 1.13
1.22
0.84
1.40
2.
4
8
1.0
0 1.771.26
1.39
0.7%0.4%0.5%0.6%0.6%
0.6%0.7%0.4%0.8%
1.53
1.46
0.4%1.701.881.77
1.842.012.202.09
2.13
2.
3
0
2.
3
52.480.4%0.4%0.6%4.
5
44.044.
8
7
4.
8
7
4.
8
7
4.87
5.
3
9
5.
3
9
5.
5
4 5.545.545.545.
5
4 5.544.
5
9 4.594.
0
4
4.
0
4
6.756.597.656.325.825.82 4.814.854.
4
8
5.354.514.51TRASH ENCLOSURE
(SEE ARCHITECT PLANS)
ASSUMED FOOTER
EXTENSION (TYP.)5:1INLET
INLET
INLET
98.0098.0098.001.62MORNINGSIDE
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 26,
4902 BROOKFIELD
DR 4A-4H
FORT COLLINS
MORNINGSIDE
VILLAGE CONDOS
SUPP 21,
3839 PRECISION
DR14A-14E
FORT COLLINS
MORNINGSIDE
VILLAGE CONDOS
SUPP 10,
3903 PRECISION DR
A-E
FORT COLLINS
VARIOUS OWNERS,
3827 PRECISION DR
A-F
FORT COLLINS
26' EMERGENCY ACCESS
AND UTILITY EASEMENT
DRAINAGE
EASEMENT
24' EMERGENCY ACCESS
& UTILITY EASEMENT
26' EMERGENCY ACCESS
& UTILITY EASEMENT
10' UTILITY
EASEMENT
20' UTILITY
EASEMENT
20' UTILITY
EASEMENT
24' EMERGENCY ACCESS
AND UTILITY EASEMENT
10' UTILITY EASEMENT
10' UTILITY EASEMENT 10' UTILITY EASEMENT
53' R.O.W
30'FL-FL53' R.O.W
30'
FL-FL
EX. 15' TYPE R
FL: 4901.18
INV OUT: 4894.95 (S)
INV IN: 4894.95 (NW)
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)
EX. 15' TYPE R
RIM: 4901.06
INV: 4894.93 (N)
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
G4 GRADING PLAN10
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
KEYMAP
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR
BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
5.REFER TO SHEET HC1 FOR CLARIFICATION ON SIDEWALK WIDTHS, GUTTER TYPE,
RAMP TYPE, ETC.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
LEGEND:
ST
PROPOSED GRADE BREAK
EXISTING CURB & GUTTER MATCH LINE - SEE SHEET G3MATCH LINE - SEE SHEET G2
G1 G2
G3 G4
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
BUILDING 1
MAIL ROOM &CAR WASHCLUBHOUSE
ADDITIONALAMENITIESUDUDMONITORING WELL
TRAFFIC RATED
WF
FDCSTSTSTSTSTD
LE FEVER DRIVE
CINQUEFOIL LANEBROOKFIELD DRIVESTORM DRAIN
5' SIDEWALK
5' SIDEWALK
STORM INLET
8' CROSSPAN
30" VERTICAL
CURB & GUTTER
36' FL-FL63' ROW9' UTILITY EASEMENT 9' UTILITY EASEMENT
9' UTILITY EASEMENT5' SIDEWALKR20'
R20'
R20'
R20'R20'R20'
8' CROSSPAN
30'
FL-FL
EX. 53' ROW EX. 51' ROWEX. 30' FL-FL63' ROW36' FL-FLEX. 76' ROWEX. 50' FL-FLEX. 50'
FL-FL
76' ROW
STREET LIGHT
9' UTILITY EASEMENT
PROPOSED 10' OFF-SITE
EASEMENT BY SEPARATE
DOCUMENT
4895
4900
4905
4910
4915
4920
4925
4895
4900
4905
4910
4915
4920
4925
9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
0.60%
-0.89%
0.50%PVI STA = 10+00.00PVI ELEV = 4907.87PVI STA = 16+56.21PVI ELEV = 4905.0090.0' VC
HP ELEV = 4908.04
HP STA = 10+46.10
PVI STA = 10+54.75
PVI ELEV = 4908.20
BVCS: 10+09.75BVCE: 4907.93EVCS: 10+99.75EVCE: 4907.80A.D. = 1.49
K = 60.58
90.0' VC
LP ELEV = 4904.37
LP STA = 15+15.13
PVI STA = 15+02.61
PVI ELEV = 4904.23
BCVS: 14+57.61BVCE: 4904.63ECVS: 15+47.61EVCE: 4904.46A.D. = 1.39
K = 64.96
PROPOSED GRADE
EXISTING GROUND
4907.874908.004908.034907.974907.804907.574907.354907.134906.914906.694906.474906.254906.034905.804905.584905.364905.144904.924904.704904.504904.394904.384904.474904.594904.724904.844904.97PROPOSED GRADE EXISTING GROUND
R1 PLAN & PROFILELE FEVER DRIVE11
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
CENTERLINE
LE FEVER DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
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
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED STORM MANHOLE
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PROPOSED CONCRETE
CROSSPAN (TYP.)
PROPOSED RIGHT-OF-WAY
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH TOWN STREET REPAIR STANDARDS.
4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS.
5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO
1
4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
6.REFER TO SHEETS G1-G4 FOR INTERNAL SITE GRADING.
7.FLOWLINE PROFILES WILL BE PROVIDED AT FIRST ROUND FDP.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
ST
PROPOSED STORM INLET
EXISTING CURB & GUTTER
KEYMAP
R1
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
EVEVEVEVEVEVBUILDING 1
BUILDING 2BUILDING 3BUILDING 4BUILDING 5BUILDING 6BUILDING 7BUILDING 8MAIL ROOM &CAR WASHCLUBHOUSE
ADDITIONALAMENITIESU
DUDMONITORING WELL
TRAFFIC RATED
ST ST
ST ST ST ST ST ST ST ST ST ST
ST STSTSTSTSTSTSTSTSTD
D
D
D
DD
D
DD
D
D
odp1
S
S
S
S
S
S
S
H2O
S
HY DELEC
S XXXSSANI
SANI
SANI
WV
WV
WV
GAS
H2OGAS
GAS
VAULT
ELEC
V.P.
ST ST ST ST ST
STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST ST ST
STSTSTST ST STSTSTSTSTST
ST
D D
D
D
D STSTSTSTSTD D
ODP1
ODP2
A1
A2
A3
BF1
A4
A5
A6
A7
A8
A9
A10 A11
A12
B1
B2 B3
B5
B6
B4
B7
ODP3
odp2
a2
a5 a6
a8
a10 a11
b2
b3
b4
bf1
RAIN GARDEN
OVERFLOW OUTFALL
RAIN GARDEN
38 MC-4500
STORMTECH
ISOLATOR
CHAMBERS
WATER QUALITY
BASIN W/ WEIR
DRAINAGE
EASEMENT
DRAINAGE
EASEMENT
LANDSCAPE
DRAIN (TYP.)
LANDSCAPE
DRAIN (TYP.)
LANDSCAPE
DRAIN (TYP.)
LANDSCAPE
DRAIN (TYP.)
LANDSCAPE
DRAIN (TYP.)
LANDSCAPE
DRAIN (TYP.)
ODP POND
DETENTION
POND A -
BROOKFIELD
PRECISION DRIVE BROOKFIELD DRIVELE FEVER DRIVE
CINQUEFOIL LANENORTHERN LIGHTS DRIVEBROOKFIELD DRIVEPROPOSED 10.00 OFF-SITE STORM EASEMENT
BY SEPARATE DOCUMENT
EXISTING 15'
TYPE R INLET
AREA INLETAREA INLETAREA INLET
AREA INLET
AREA INLET
TYPE R INLET
TYPE R INLET
TYPE R INLET
TYPE R INLET
AREA INLET
EXISTING
TYPE R INLET
odp3
EMERGENCY
OVERFLOW
PATH
EMERGENCY
OVERFLOW
PATH
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
DR1 DRAINAGE PLAN12
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
OVERLAND FLOW
PROPOSED STORM INLET
BASIN AREA
RUNOFF SUMMARY:
ST
A
a
EXISTING RIGHT OF WAY
DESIGN POINT
BASIN ID
BASIN MINOR AND MAJOR C COEFFICIENTS
PROPERTY BOUNDARY
LEGEND:
1.REFER TO THE "PRELIMINARY DRAINAGE REPORT FOR THE SAVOY" BY NORTHERN
ENGINEERING DATED 11/24/21 FOR ADDITIONAL INFORMATION.
2.THE SAVOY WILL NOT BE PROVIDING ONSITE DETENTION. DETENTION IS BEING
PROVIDED AT ODP POND AND DETENTION POND A - BROOKFIELD.
3.LID MEASURES ARE PROVIDED VIA STORMTECH ISOLATOR CHAMBERS AND
RAINGARDEN.
4.ALL PROPOSED ONSITE STORM SEWER AND STORMTECH SYSTEM ARE TO BE
PRIVATELY OWNED AND MAINTAINED. ALL PROPOSED OFFSITE STORM SEWER
SYSTEMS ARE PUBLICLY OWNED AND MAINTAINED.
5.TEMPORARY AND LONG TERM EROSION PROTECTION WILL BE DESIGNED AND
SHOWN AT FIRST ROUND FDP.
NOTES:
CONCENTRATED FLOW
BASIN DELINEATION
PROPOSED UNDERDRAIN UD
BASIN
TOTAL
AREA
(acres)
Tc2
(min)
Tc100
(min)
C2 C100 Q2
(cfs)
Q100
(cfs)
A1 0.49 5.0 5.0 0.85 0.90 1.19 4.39
A2 1.04 5.0 5.0 0.85 0.90 2.53 9.35
A3 0.35 5.0 5.0 0.84 0.89 0.83 3.08
A4 0.33 5.0 5.0 0.71 0.77 0.68 2.56
A5 0.35 5.0 5.0 0.90 0.96 0.90 3.34
A6 0.34 5.0 5.0 0.88 0.93 0.85 3.14
A7 0.20 5.0 5.0 0.95 1.00 0.55 2.01
A8 0.13 5.0 5.0 0.41 0.47 0.15 0.60
A9 0.25 5.0 5.0 0.82 0.87 0.59 2.18
A10 0.77 5.0 5.0 0.85 0.90 1.88 6.94
A11 0.36 5.0 5.0 0.91 0.96 0.92 3.40
A12 0.43 5.0 5.0 0.70 0.76 0.86 3.24
ODP1 0.45 5.0 5.0 0.67 0.72 0.87 3.25
ODP2 0.61 6.6 6.6 0.68 0.73 1.07 4.01
ODP3 0.25 5.0 5.0 0.57 0.63 0.41 1.59
B1 0.34 5.0 5.0 0.80 0.86 0.77 2.90
B2 0.51 5.0 5.0 0.90 0.95 1.30 4.78
B3 0.58 5.0 5.0 0.83 0.88 1.37 5.06
B4 0.13 5.0 5.0 0.91 0.96 0.34 1.24
B5 0.25 5.0 5.0 0.83 0.88 0.59 2.17
B6 0.36 5.0 5.0 0.80 0.85 0.83 3.07
B7 0.14 5.0 5.0 0.25 0.31 0.10 0.43
BF1 1.03 10.8 10.8 0.60 0.66 1.34 5.14
KEYMAP
DR1