HomeMy WebLinkAboutFISCHER PROPERTIES - PDP220007 - SUBMITTAL DOCUMENTS - ROUND 2 - UTILITY PLANSWEST PROSPECT ROAD SOUTH SHIELDS STREET57' RIGHT-OF-WAY
RESIDENTIAL LOCAL STREET
(WITH PARKWAY)7' PARKING8.5' PARKWAY5' SIDEWALK9' UTILITY
EASEMENT
DRIVE-OVER
CURB & GUTTER
℄
4:1 MAX
30' -
15' -℄7' PARKING8.5' PARKWAY5' SIDEWALK9' UTILITY
EASEMENT
DRIVE-OVER
CURB & GUTTER
4:1 MAX
15' -℄
16' TRAVEL
LANE
C 100COVER SHEET 1
Original Field Survery:
Northern Engineering
Project No. 1382-001
Date: August 07,2017
AUGUST 2022 CONTACT INFORMATION
PROJECT TEAM:
VICINITY MAP
NORTH
Project Datum: NAVD88
Benchmark PAULUS
On the East edge of a double manhole Type R Inlet, 15 feet South of a concrete multi-use
trail tunnel, 7 feet West of top back of curb near the Southwest corner of Shields St. and
Elizabeth St.
Elevation: 5025.82
Benchmark CSU2
The mark is a standard brass Larimer County geodetic control disk set in 2002, in the
campus of Colorado State University approx. 240.8 feet South from the center line of North
Drive, 46.6 feet Northeast from the edge of CSU Lagoon, 33 feet Southwest from the center
of the delivery road to the University Club and 1.1 feet Southwest from the edge of the
sidewalk.
Elevation: 5006.29
Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding
developments have used NGVD29 unadjusted datum (Prior City of Fort Collins datum) for
their vertical datums.
If NGVD29 unadjusted datum (Prior City of Fort Collins datum) is required for any purpose,
the following equation should be used: NGVD29 = NAVD88 - 3.17'
Basis of Bearings
The East line of the Northeast Quarter of the Southeast Quarter of Section 15, Township 7
North, Range 69 West of the 6th P.M. as bearing South 00° 29' 40" West (assumed).
PROJECT BENCHMARKS:
FISCHER PROPERTIES
PROJECT TEAM:
OWNER/APPLICANT
SHEET INDEX
A TRACT OF LAND LOCATED IN THE SOUTHEAST QUARTER OF SECTION 15, TOWNSHIP 7 NORTH,
RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
FIELD SURVEY BY:
TYPICAL SECTIONS
1 C 100 COVER SHEET
2 C 101 GENERAL & CONSTRUCTION NOTES
3 C 200 EXISTING CONDITIONS & DEMOLITION PLAN
4 C 300 CIVIL SITE PLAN
UTILITY SHEETS
5 C 400 OVERALL UTILITY PLAN
6-7 C 401-C 402 UTILITY PLAN
GRADING SHEETS
8 C 500 OVERALL GRADING PLAN
9-10 C 501-C 502 GRADING PLAN
ROADWAY SHEETS
11 C 600 LAKEWOOD DRIVE PLAN & PROFILE
12 C 601 WESTWARD DRIVE RIGHT FLOWLINE - PLAN & PROFILE
13 C 602 DEL MAR STREET RIGHT FLOWLINE - PLAN & PROFILE
14 C 603 DEL MAR STREET & LAKEWOOD DRIVE INTERSECTION DETAIL
DRAINAGE SHEETS
15 C 700 HISTORIC DRAINAGE EXHIBIT
16 C 701 DRAINAGE EXHIBIT
UTILITY PLANS FOR
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
SheetFISCHER PROPERTIESThese 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 SETof 16
APPROVED:
City Engineer:Approved Sheets Date
Water & Wastewater Utility Approved Sheets Date
Stormwater Utility Approved Sheets Date
Park Planning and Development Approved Sheets Date
Traffic Operations Approved Sheets Date
Environmental Planner Approved Sheets Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
APPROVED:
APPROVED:
APPROVED:
APPROVED:
APPROVED:
PROJECT
LOCATION
Ripley Design, Inc.
Russ Lee, President
419 Canyon Avenue, Suite 200
Fort Collins, CO. 80521
(970) 224-5828
Northern Engineering Services, Inc.
Danny Weber, PE
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
Northern Engineering Services, Inc.
Bob Tessely, PLS
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
E N G I N E E R N GI
EHTRON R N
E N G I N E E R N GI
EHTRON R N
PLANNER/
LANDSCAPE ARCHITECT
SITE ENGINEER
SURVEYOR
■ land planning ■ landscape architecture ■
■ urban design ■ entitlement ■
Erik Fischer
125 S. Howes Street, Suite 900
Fort Collins, CO 80521
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:
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
GAS-----------------Xcel Energy-----------------------------Pat Kreager (970) 225-7840
ELECTRIC--------City of Fort Collins Light & Power--Cody Snowdon (970) 416-2306
CABLE-------------Comcast----------------------------------Don Kapperman (970) 567-0425
TELECOM.--------CenturyLink-------------------------------William Johnson (970) 377-6401
WATER------------City of Fort Collins Utilities-----------Heidi Hansen (970) 221-6854
WASTEWATER--City of Fort Collins Utilities-----------Heidi Hansen (970) 221-6854
STORMWATER-City of Fort Collins Utilities-----------Heidi Hansen (970) 221-6854
Additional Survery:
Northern Engineering
Project No. 1382-002
Date: March 23, 2022
SheetFISCHER PROPERTIESThese 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 SETof 16
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 Fischer Properties by Northern Engineering, dated August 24, 2022 by Northern
Engineering shall be followed and implemented.
20.Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be
maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping.
21.The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must
be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by
the the City of Fort Collins street inspector.
22.No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit
is obtained, if applicable.
23.The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The
Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort
Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If
the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work
in the Engineer absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an
improper installation.
24.The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is
complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the
results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may
use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be
prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement
of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final
report.
25.The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at
all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to
the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then
resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets.
26.All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the
purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the
property lines and marked so as to reduce the excavation necessary for building connections.
27.Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for
roads within these districts.
28.All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the
Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval.
29.Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree
removal requiring a permit.
30.The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security.
Refer to OSHA Publication 2226, Excavating and Trenching.
31.The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The City of
Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall
be responsible for providing any and all traffic control devices as may be required by the construction activities.
32.Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic
Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic
sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed.
33.The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's
local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and
from the Development.
34.There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site
construction activities on Sundays or holidays, unless there is prior written approval by City of Fort Collins.
35.The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these
drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise.
36.Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for
clarification, and annotate the dimension on the as-built record drawings.
37.The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and
specifications, and a copy of any permits and extension agreements needed for the job.
38.If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications,
the Developer shall contact the Designer and the City of Fort Collins Engineer immediately.
39.The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the
Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins
Engineer.
40.The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as
the basis of bearings. The information shall be as follows:
Project Datum: NAVD88
Benchmark PAULUS
On the East edge of a double manhole Type R Inlet, 15 feet South of a concrete multi-use trail tunnel, 7 feet West of top back of
curb near the Southwest corner of Shields St. and Elizabeth St.
Elevation: 5025.82
Benchmark CSU2
The mark is a standard brass Larimer County geodetic control disk set in 2002, in the campus of Colorado State University
approx. 240.8 feet South from the center line of North Drive, 46.6 feet Northeast from the edge of CSU Lagoon, 33 feet
Southwest from the center of the delivery road to the University Club and 1.1 feet Southwest from the edge of the sidewalk.
Elevation: 5006.29
Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 unadjusted
datum (Prior City of Fort Collins datum) for their vertical datums.
If NGVD29 unadjusted datum (Prior City of Fort Collins datum) is required for any purpose, the following equation should be used:
NGVD29 = NAVD88 - 3.17'
Basis of Bearings
The East line of the Northeast Quarter of the Southeast Quarter of Section 15, Township 7 North, Range 69 West of the 6th P.M.
as bearing South 00° 29' 40" West (assumed).
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.Approved Variances are listed as follows:
1) N/A
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 Fischer Properties.
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 Fischer Properties by Northern Engineering, dated August 24, 2022 by Northern
Engineering shall be followed and implemented.
3.Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by
submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two
weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the
Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the
Development Agreement.
E. Utility Notes
1.All waterline and sanitary sewer construction shall conform to the City of Fort Collins Utility standards and specifications current to date of
construction.
2.The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the water
utility.
3.Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire.
4.HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and ASTM. The
HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. Tracer wire shall be
installed with the HDPE service, and shall extend up the curb stop. The curb stop shall be covered with a metal valve box and "water" lid per City
Water Detail 11A.
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.
C 101CONSTRUCTION NOTES GENERAL &2
/////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////X X X XXXXX
XXXXXXXXXXX
XXXXXXXXX X X XWS
OW S
OWSOWSOWS
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W S
OWS
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W
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D
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ELEC
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VAULT
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S
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8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS
SS
SS15" SSSTSTSTSTSTSTSTSTSTSTSTSTS
T
10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS
15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SSSTGW
XX
X X X X
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X X X X X X X X X X XX X X X X
CTV CTV CTV CTV CTV CTV CTV CTV
CTV CTV
CTV CTV CTV CTV CTV CTV CTV CTV CTV
XXXXXX X X X X X X X X X
G
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CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRRCONTROL
IRRCONTROL
IRRCONTROL
IRRCONTROL
IRR
W
VAULT
CABLE
C VAULT
CABLE
OHU OHU OHU OHU OHU OHU OHU OHU OHUOHU OHU OHU OHU OHU OHU OHU OHU OHU OHUXXXXXXXXXXGGE
E
E
6" W
6" W
6" W 6" W 6" W 6" W 6" W 6" W
CTV
CTV
CTV CTV CTV CTV
CTV
CTV CTV
8" SS 8" SS
8" SS8" SS8" SS8" SS8" SSW W W
W
W
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W SSSSSSSSSSSSSSSSSSSSSSSSWEWE
E
E
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FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOE
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W
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FOEFOG
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FO
FO
FO
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CTV
CTV
CTV
CTV CTV CTV CTV CTV CTV CTV
E E E E E E
E EES
W
ELEC
WCS
W
W
ELEC
VAULT
TELE
ELEC
W
W
M
M
M
S
W
F.O.
F.O.
D
D
C SCS
CABLE
FO
FO
FOEXISTING FENCE
TO BE REMOVED (TYP.)
EXISTING GATE
TO BE REMOVED (TYP.)
EXISTING GATE
TO BE REMOVED (TYP.)
EXISTING TREE
TO BE REMOVED (TYP.)
EXISTING BUILDINGS
TO BE REMOVED (TYP.)
EXISTING SHRUB
TO BE REMOVED (TYP.)
±400 LF EXISTING HOLLYWOOD CURB, GUTTER,
& ATTACHED SIDEWALK TO BE REMOVED
EXISTING WATER SERVICE
TO BE REMOVED AND
ABANDONED AT MAIN
EXISTING WATER SPIGOT
TO BE REMOVED (TYP.)
EXISTING GRAVEL DRIVE
TO BE REMOVED (TYP.)
EXISTING UTILITY POLE
TO BE REMOVED (TYP.)
EXISTING NATURAL GAS LINE
TO BE REMOVED
EXISTING WATER SERVICE
TO BE REMOVED (TYP.)
EXISTING NATURAL GAS LINE
TO BE REMOVED
±279 LF EXISTING HOLLYWOOD CURB, GUTTER,
& ATTACHED SIDEWALK TO BE REMOVED
SOUTH SHIELDS STREETSPRINGFIELD DRIVE
WESTWARD DRIVE
DEL MAR STREETLAKEWOOD
DRIVE
EXISTING DRIVEWAY APPROACHES
TO BE REMOVED
EXISTING UTILITY EASEMENT
TO BE VACATED (TYP.)
EXISTING UTILITY EASEMENT
TO BE VACATED (TYP.)
EXISTING LOT LINE
TO BE VACATED (TYP.)
±522 LF EXISTING 8" CLAY
SANITARY SEWER
TO BE REPLACED IN PLACE
EXISTING 8" CLAY
SANITARY SEWER
TO REMAIN
EXISTING 6" CAST IRON
WATER MAIN TO REMAIN
EXISTING 6"
CAST IRON WATER
MAIN TO REMAIN
EXISTING 15" PVC SANITARY
SEWER TO REMAIN
EXISTING 21" RCP STORM
DRAIN TO REMAIN
EXISTING
GAS LINE
EXISTING
ELECTRIC
LINE
EXISTING 10" CLAY
SANITARY SEWER
EXISTING
ELECTRIC
EXISTING 6"
CAST IRON
WATER MAIN
TO REMAIN
EXISTING
GAS LINE
EXISTING
GAS LINE
EXISTING
ELECTRIC
LINE
EXISTING
STORM
DRAIN
EXISTING
FENCE EXISTING 24" RCP STORM
DRAIN TO REMAIN
EXISTING 18" RCP
STORM DRAIN TO REMAIN
EXISTING 40'
FL-FL
EXISTING
60' ROW
EXISTING ±64'
FL-FL
PROPOSED
SAWCUT (TYP.)
EXISTING 60' ROW
TO BE VACATED
PROPOSED
SAWCUT (TYP.)
EXISTING 6" CAST
IRON WATER MAIN
TO REMAIN
EXISTING 8" CLAY
SANITARY SEWER
TO REMAIN
EXISTING FIRE HYDRANT
TO BE REMOVED
EXISTING ±39'
FL-FL
EXISTING
60' ROW EXISTING SECTION LINE
EXISTING 3' ATTACHED SIDEWALK
EXISTING HOLLYWOOD
CURB, GUTTER, & WALK
EXISTING 3' ATTACHED
SIDEWALK
EXISTING 6' ATTACHED
SIDEWALK40' FL-FLOWNER: POPPE, DAVID A.
1205 WESTWARD DR.
OWNER: MARX,
NICHOLAS J./ JILL B.
JARVIS
1209 WESTWARD DR.
OWNER: GRIFFITHS,
THOMAS
1213 WESTWARD DR.
OWNER: WAYFARE HOME
RENTAL, LLC.
1217 WESTWARD DR.
OWNER: BOWEN,
ZACHARY H.
1200 DEL MAR ST.
OWNER: LAJEUNESSE,
ROBERT M./ IRINA V.
1220 SPRINGFIELD DR.
OWNER: MIRANDA, JOHN
E./ YVONNE C.
1212 SPRINGFIELD DR.
OWNER: MARTINO, MARY
K.
1208 SPRINGFIELD DR.
OWNER: RIEUX SYLVIA
MARIANNE TRUST
1204 SPRINGFIELD DR.
OWNER: JRB HOLDINGS,
LLC.
1200 SPRINGFIELD DR.
OWNER: CARLSON, BEVERLY A.
1301 S. SHIELDS ST.
LOT 17LOT 18LOT 19LOT 20LOT 21
LOT 39LOT 38LOT 37LOT 36LOT 34 LOT 35
LOT 40LOT 41LOT 42LOT 43
LOT 45 LOT 44
LOT 63LOT 62LOT 61LOT 60LOT 58 LOT 59
EXISTING WATER SERVICE
TO BE REMOVED PROTECT EXISTING
TREE IN PLACE
PROTECT CRITICAL
ROOT ZONE AS MUCH
AS POSSIBLE.
EXISTING WATER SERVICE
TO BE REMOVED AND ABANDONED AT MAIN (TYP.)
EXISTING WATER SERVICE
TO BE REMOVED AND ABANDONED AT MAIN (TYP.)
EXISTING SANITARY SEWER MANHOLE
RIM=5038.44
INV IN=5030.84 (W)
INV OUT=5030.69 (S)
EXISTING SANITARY SEWER MANHOLE
RIM=5031.59
INV IN=5124.39 (E)
INV IN=5124.4 (S)
INV OUT=5124.39 (E)
EXISTING SANITARY SEWER MANHOLE
RIM=5030.94
INV IN=5023.34 (N)
INV OUT=5023.31 (S)
EXISTING SANITARY SEWER MANHOLE
RIM=5035.50
INV IN=5022.45 (N)
INV IN=5026.44 (W) DROP
INV OUT=5022.29 (E)
EXISTING
±50' HALF ROW
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.
Feet04040
40
80 120
SheetFISCHER PROPERTIESThese 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 SETof 16
EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER ST
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (TO REMAIN)
FIELD SURVEY BY:
NOTES:
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FENCE X
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROJECT BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
VAULT
ELEC
CONTROL
IRR
EXISTING TREES (TO BE REMOVED)
EXISTING CABLE CTV
EXISTING FIBER OPTIC FO
1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL,
REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL.
3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT
MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES
APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE,
ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE.
4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING
SITE SURVEY.
6.ALL WATER AND SEWER SERVICES SHALL BE REMOVED AND ABANDONED AT THE
CITY MAIN, PER FORT COLLINS UTILITIES STANDARDS.
EXISTING OVERHEAD UTILITY OHE
NORTHERN ENGINEERING
PROJECT NO. 1382-001
DATE: AUGUST 07,2017
EXISTING SECTION LINE
NORTHERN ENGINEERING
PROJECT NO. 1382-002
DATE: MARCH 23, 2022
C 200DEMOLITION PLAN EXISTING CONDITIONS &3
X X X XXXXX
XXXXXXXXXXX
XXXXXXXXX X X XCC C C C C C C C C C C C C CCCCCCCCCCCCCCCCCC
CCCCCCCC/ / / / / / / /C5' SIDEWALK
5' SIDEWALK
8.5' PARKWAY
8.5' PARKWAY 5' SIDEWALK6' SIDEWALK6' SIDEWALK
7' SIDEWALK
5' SIDEWALK
8.5' PARKWAY
6' SIDEWALKSPRING
F
I
E
L
D
D
R
I
V
E
WESTWARD DRIVE
DEL MAR STREETLAKEWOOD
DRIVE 5' SIDEWALK5' SIDEWALK18'
(TYP.)
8.5' (TYP.)
30'
FL-FL57' ROW
12.5'
(TYP.)
19'
18' (TYP.)
18' (TYP.)
8.5' (TYP.)
18'
(TYP.)
8' (TYP.)
18'
8.5'
7.5'
8'
9'
9'
18'
(TYP.)
8.5'
(TYP.)
15'
(TYP.)
15'
(TYP.)
8'
(TYP.)
15'
(TYP.)
15'
(TYP.)
8'
(TYP.)
8' (TYP.)
21' (TYP.)
26'
FL-FL
24'
FL-FL
26'
FL-FL
26'
FL-FL
24'26'
26' EMERGENCY
ACCESS
EASEMENT
26' EMERGENCY
ACCESS
EASEMENT
26' EMERGENCY
ACCESS
EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT
LOT 7
LOT 6
LOT 9 LOT 8
LOT 3
LOT 4
LOT 1 LOT 2
LOT 5
TRACT B
AE,DE,UE
DRAINAGE
EASEMENT
PROPOSED 2'
SIDEWALK CULVERT
PROPOSED 2'
CONCRETE PAN
RAIN GARDEN
BIOMEDIA AREA
PROPOSED
DETENTION POND
TRANSITION TO
DRIVE-OVER
CURB & GUTTER
18" VERTICAL
CURB & GUTTER
31" DRIVE-OVER
CURB & GUTTER
18" VERTICAL CURB & GUTTER
30" VERTICAL CURB & GUTTER
PROPOSED
DETENTION POND
DRIVEWAY APPROACHES
TO BE REPLACED WITH
VERTICAL CURB & GUTTER
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
31" DRIVE-OVER
CURB & GUTTER
PROPOSED
SAWCUT (TYP.)
EXISTING 6" CURB
w/ 5' CONCRETE GUTTER
PROPOSED 2'
CONCRETE PAN
31" DRIVE-OVER
CURB & GUTTER
PROPOSED TRASH
ENCLOSURE
DRAINAGE
EASEMENT
OWNER: POPPE, DAVID A.
1205 WESTWARD DR.
OWNER: MARX,
NICHOLAS J./ JILL B.
JARVIS
1209 WESTWARD DR.
OWNER: GRIFFITHS,
THOMAS
1213 WESTWARD DR.
OWNER: WAYFARE HOME
RENTAL, LLC.
1217 WESTWARD DR.
OWNER: BOWEN,
ZACHARY H.
1200 DEL MAR ST.
OWNER: LAJEUNESSE,
ROBERT M./ IRINA V.
1220 SPRINGFIELD DR.
OWNER: MIRANDA, JOHN
E./ YVONNE C.
1212 SPRINGFIELD DR.
OWNER: MARTINO, MARY
K.
1208 SPRINGFIELD DR.
OWNER: RIEUX SYLVIA
MARIANNE TRUST
1204 SPRINGFIELD DR.
OWNER: JRB HOLDINGS,
LLC.
1200 SPRINGFIELD DR.
OWNER: CARLSON, BEVERLY A.
1301 S. SHIELDS ST.
BIKE BARN
(RE: LANDSCAPE)
BIKE BARN
(RE: LANDSCAPE)
6' SIDEWALK
6' SIDEWALK
6' SIDEWALK6' SIDEWALK19' (TYP.)
TRACT A
AE,DE,UE
5' UTILITY EASEMENT
5' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT15' UTILITYEASEMENTSOUTH SHIELDS STREETCALL 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.
Feet04040
40
80 120
SheetFISCHER PROPERTIESThese 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 SETof 16
EASEMENTS
NOTES:
1.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND
PAVEMENT SECTIONS.
2.PAVEMENT MARKINGS SHALL BE PER CITY OF FORT COLLINS STANDARDS AND
PROJECT SPECIFICATION MANUAL.
3.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.
4.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION,
AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED
OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR
RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE
PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE
ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.
5.ALL PUBLIC CONCRETE PAVING SHALL BE 6" THICK.
6.REFER TO SITE AND LANDSCAPE PLANS (BY OTHERS) FOR ADDITIONAL INFORMATION
RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES.
PROPOSED VERTICAL CURB & GUTTER
PROPERTY BOUNDARY
EXISTING LOT LINE
/ / / / / / / /PROPOSED EDGE OF PAVEMENT
DRIVE AISLE ASPHALT PAVING
PROPOSED OUTFALL VERTICAL CURB & GUTTER
LEGEND:
PARKING STALL ASPHALT PAVING
PRIVATE CONCRETE PAVING
HEAVY DUTY ASPHALT PAVING
PUBLIC CONCRETE FLATWORK
PRIVATE CONCRETE FLATWORK
ASPHALT PATCH
RAIN GARDEN BIOMEDIA AREA
C 300CIVIL SITE PLAN 4
X X X XXXXX
XXXXXXXXXXX
XXXXXXXXX X X XD
D
D
VAULT
ELEC
C
VAULT
ELEC
D
D
D
C
EC
C
CCCC
VAULT
ELEC
C
C
C
C
STS
S
S
S
S
S
8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS
SS
SS15" SSSTSTSTSTSTSTSTSTSTSTSTSTS
T
10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS
15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SSSTCTVCTVCTV
CTVCTVCTVCTVGGGCTV CTV
GGGGEEEEEEECTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV
CTV CTV CTV CTV CTV CTV CTV CTV
CTV CTV
CTV CTV CTV CTV CTV CTV CTV CTV CTV
VAULT
CABLE
C VAULT
CABLE
OHU OHU OHU OHU OHU OHU OHU OHU OHUOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
E
E
E
6" W
6" W
6" W 6" W 6" W 6" W 6" W 6" W
CTV
CTV
CTV CTV CTV CTV
CTV
CTV CTV
8" SS 8" SS
8" SS8" SS8" SS8" SS8" SSWWWWWWWWWWWWW
W SSSSSSSSSSSSSSSSSSSSSSSSWEWE
E
E
E E E
G
G
G
G G G G G G G
FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOE
EEWWGGGGGGGGW
W
W
W
FOEFOG
G
G
E
E
E E
FO
FO
FO
E
W WWWWFO
CTV
CTV
CTV
CTV CTV CTV CTV CTV CTV CTV
E E E E E E
E EES
W
ELEC
WCS
W
ELEC
VAULT
TELE
ELEC
W
W
M
M
M
S
W
F.O.
F.O.
D
D
C SCS
CABLE
FO
FO
FOFGGGGGGGGT
T
G G G G
E
E E E E E E E
EEEEEEEEEEE E
EEEES FDC
EEEEEWNYLOPLASTDO NOT
P
O
L
L
U
T
E
DRAINS T
O
WATERWA
Y
S
DO NOT POLL
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
D
U
C
T
I
L
E
I
R
O
N
UDUD
UD UD UD
UD
NYLOPLASTDO NOT
P
O
L
L
U
T
E
DRAINS TOWATERWA
Y
S DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONUDUDUDUDDS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS DS DS DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
NYLOP
L
AS
T
DO NOT PO
L
L
UT
EDRAINS TO
WATERW
A
YS
DO NOT PO
L
L
U
TE
D
RA
I
N
S
TO
W
A
TE
R
W
A
YS
NYLOPLAS
T
D
U
C
T
I
LE
I
R
ON
/ / / / / / / /PROPOSED 8" PVC
SANITARY SEWER
PROPOSED 8"
WATER MAIN
CONNECT TO EXISTING
4" WATER MAIN
CONNECT TO EXISTING
6" WATER MAIN
RAIN GARDEN
BIOMEDIA AREA
PROPOSED
DETENTION POND 3
4" UNDERDRAIN
30' SANITARY
SEWER
EASEMENT
PROPOSED
STORM DRAIN
PROPOSED STORM DRAINPROPOSED STORMTECH
CHAMBERS
UNDERGROUND DETENTION POND 2
PROPOSED
FIRE HYDRANT
PROPOSED
SIDEWALK CULVERT
PROPOSED
SANITARY SERVICE
PROPOSED
FIRE SERVICE
PROPOSED
WATER
METER
PROPOSED
FIRE HYDRANT
CONNECT TO EXISTING
STORM DRAIN
9' DRAINAGE &
UTILITY
EASEMENT
5' UTILITY
EASEMENT SOUTH SHIELDS STREETSPRINGFIELD DRIVE
WESTWARD DRIVE
DEL MAR STREETLAKEWOOD DRIVE
5' SIDEWALK
5' SIDEWALK 5' SIDEWALK6' SIDEWALK6' SIDEWALK
7' SIDEWALK
5' SIDEWALK
6' SIDEWALK30'
FL-FL57' ROW5' SIDEWALK5' SIDEWALK9' UTILITY EASEMENT
9' UTILITY EASEMENT
PROPOSED
FIRE HYDRANT
EXISTING
ELECTRIC LINE
EXISTING
CABLE TV LINE
PROPOSED 2' SIDEWALK
CULVERT (TYP.)
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
DETENTION
POND 1
CONNECT TO
REPLACED
8" SANITARY
SEWER
LOT 3
LOT 7
LOT 4
LOT 1 LOT 2
LOT 6
LOT 9 LOT 8
LOT 5
BLOCK 1
BLOCK 1
TRACT B
AE,DE,UE
EXISTING 8" CLAY
SANITARY SEWER
TO BE REPLACED IN PLACE
EXISTING 8" CLAY
SANITARY SEWER
EXISTING 6" CAST
IRON WATER
EXISTING 6" CAST
IRON WATER MAIN
EXISTING 15" PVC
SANITARY SEWER
EXISTING 21" RCP
STORM DRAIN
EXISTING
GAS LINE
EXISTING 10" CLAY
SANITARY SEWER
EXISTING 6"
CAST IRON
WATER MAIN
EXISTING
GAS LINE
EXISTING
ELECTRIC
LINE
EXISTING 24" RCP
STORM DRAIN
EXISTING 18" RCP
STORM DRAIN
EXISTING 4" CAST
IRON WATER MAIN
EXISTING 8" CLAY
SANITARY SEWER
EXISTING 8" CLAY
SANITARY SEWER TO BE REPLACED IN PLACE
PROPOSED 2'
CONCRETE PAN
PROPOSED ROOF
DRAIN (TYP.)
OWNER: POPPE, DAVID A.
1205 WESTWARD DR.
OWNER: MARX,
NICHOLAS J./ JILL B.
JARVIS
1209 WESTWARD DR.
OWNER: GRIFFITHS,
THOMAS
1213 WESTWARD DR.
OWNER: WAYFARE HOME
RENTAL, LLC.
1217 WESTWARD DR.
OWNER: BOWEN,
ZACHARY H.
1200 DEL MAR ST.
OWNER: LAJEUNESSE,
ROBERT M./ IRINA V.
1220 SPRINGFIELD DR.
OWNER: MIRANDA, JOHN
E./ YVONNE C.
1212 SPRINGFIELD DR.
OWNER: MARTINO, MARY
K.
1208 SPRINGFIELD DR.
OWNER: RIEUX SYLVIA
MARIANNE TRUST
1204 SPRINGFIELD DR.
OWNER: JRB HOLDINGS,
LLC.
1200 SPRINGFIELD DR.
OWNER: CARLSON, BEVERLY A.
1301 S. SHIELDS ST.
APPROXIMATE LOCATION
CONNECT TO EXISTING
3-PHASE POWER
PROPOSED
TRANSFORMER
PROPOSED
TRANSFORMER
CONNECT TO EXISTING
STORM DRAIN
6' SIDEWALK
6' SIDEWALK6' SIDEWALK30' SANITARY
SEWER
EASEMENT
TRACT A
AE,DE,UE
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.
Feet04040
40
80 120
C 400OVERALL UTILITY PLAN 5
SheetFISCHER PROPERTIESThese 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 SETof 16
KEYMAP SOUTH SHIELDS STREETSPRINGFIELD DRIVE
WESTWARD DRIVE
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY
SPECIFICATIONS, LATEST EDITION, EXCEPT THAT NO MECHANICAL JOINT
RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON
THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS.
3.ALL SEWER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY
SPECIFICATIONS SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST
EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5.ALL WATERLINES SHALL HAVE A 4.5'-5' FROM FINISHED GRADE TO TOP OF PIPE.
6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL
REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR
STANDARDS.
10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"
BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
11.ALL WATER SERVICES SHALL BE 3
4" UNLESS OTHERWISE NOTED.
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
RAIN GARDEN BIOMEDIA AREA
C 402
C 401
X X X X X X X XXX X X
X X X X X X
XXXXXXXXXXXXXXXXXXXXXXXXXXX
CCCC
VAULT
ELEC
C
C
C
C
CTVCTVCTV CTV
CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV
CTV CTV CTV CTV
CTV
CTV
CTV CTV
CTV CTV CTV CTV CTV
CTV CTV CTV CTV CTV CTV
CTV CTV CTV CTV CTV CTV
CTV
CTVOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUOHUOHUOHU OHU
8" SS 8" SS
8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSE
E
EEEEWWWWWGGGGGGGGGGGGGGGGGGW W W WWWWWWWWWFO FO FO
S
S / / / / / / / // / / / / / / // / / / / / / /GGGGGGGGGGEEEEEEEEEUDUDUDUDUDUDUDUDPROPOSED 8" PVC
SANITARY SEWER
PROPOSED 8" PVC
WATER MAIN
CONNECT TO EXISTING
4" WATER MAIN
RAIN GARDEN
BIOMEDIA AREA
PROPOSED
DETENTION POND 1
PROPOSED
UNDERDRAIN
30' SANITARY SEWER
EASEMENT
CONNECT TO REPLACED
8" SANITARY SEWER
PROPOSED
FIRE HYDRANT
5' UTILITY
EASEMENT
5' UTILITY
EASEMENT
DEL MAR STREETLAKEWOOD DRIVE
5' SIDEWALK
5' SIDEWALK 6' SIDEWALK30'
FL-FL57' ROW
PROPOSED
FIRE HYDRANT
LOT 3
LOT 7
LOT 4
LOT 1 LOT 2
LOT 6
LOT 9 LOT 8
LOT 5
9' UTILITY EASEMENT
9' UTILITY EASEMENT RAINGARDEN ABLOCK 1
BLOCK 1
PROPOSED 2'
CONCRETE PAN
EXISTING 4"
CAST IRON
WATER LINE
RAIN GARDEN
BIOMEDIA AREA
3' DRAINAGE
EASEMENT (TYP.)
PROPOSED 2'
SIDEWALK CULVERT
PROPOSED 2'
SIDEWALK CULVERT
PROPOSED
STORM DRAIN
PROPOSED 2'
CONCRETE PAN
PROPOSED POND
OUTLET STRUCTURE
EXISTING
ELECTRIC LINE
EXISTING 8" CLAY
SANITARY SEWER TO BE REPLACED IN PLACE
EXISTING
GAS LINE
EXISTING 4" CAST
IRON WATER MAIN
EXISTING 8" CLAY
SANITARY SEWER
EXISTING 8" CLAY
SANITARY SEWER
TO BE REPLACED IN PLACE
OWNER: POPPE, DAVID A.
1205 WESTWARD DR.
OWNER: MARX, NICHOLAS J./
JILL B. JARVIS
1209 WESTWARD DR.
OWNER: GRIFFITHS, THOMAS
1213 WESTWARD DR.
OWNER: WAYFARE HOME RENTAL, LLC.
1217 WESTWARD DR.
OWNER: BOWEN, ZACHARY H.
1200 DEL MAR ST.
OWNER: LAJEUNESSE,
ROBERT M./ IRINA V.
1220 SPRINGFIELD DR.
OWNER: MIRANDA, JOHN E./
YVONNE C.
1212 SPRINGFIELD DR.
OWNER: MARTINO, MARY K.
1208 SPRINGFIELD DR.
OWNER: RIEUX SYLVIA MARIANNE
TRUST
1204 SPRINGFIELD DR.
OWNER: JRB HOLDINGS, LLC.
1200 SPRINGFIELD DR.
±39'
FL-FL
60' ROW
5' SLOPE EASEMENT
PROPOSED 2'
SIDEWALK CULVERT
TRACT A
AE,DE,UE
30' SANITARY SEWER
EASEMENT
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 C 402C 401UTILITY PLAN 6
KEYMAP SOUTH SHIELDS STREETSPRINGFIELD DRIVE
WESTWARD DRIVE
SheetFISCHER PROPERTIESThese 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 SETof 16
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY
SPECIFICATIONS, LATEST EDITION, EXCEPT THAT NO MECHANICAL JOINT
RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON
THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS.
3.ALL SEWER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY
SPECIFICATIONS SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST
EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5.ALL WATERLINES SHALL HAVE A 4.5'-5' FROM FINISHED GRADE TO TOP OF PIPE.
6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL
REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR
STANDARDS.
10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"
BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
11.ALL WATER SERVICES SHALL BE 3
4" UNLESS OTHERWISE NOTED.
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
RAIN GARDEN BIOMEDIA AREA
C 402
C 401
X X X X XXXXXX X X
XXXXXXXXXXXXXXD
D
VAULT
ELEC
C
VAULT
ELEC
D
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C
C
C
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S8" SS 8" SS 8" SS
SS SS
STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTS
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15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SSCTVCTVCTVCTVCTVCTV
CTVCTVCTVCTVCTVCTVCTVCTVCTVCTV CTV
GGGGGGGEEEEEEEEEEEEEEECTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV
CTV CTV CTV CTV CTV CTV CTV
CTV CTV
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CABLE
C VAULT
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OHU OHU OHU OHUOHUOHUOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
E
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6" W
6" W
6" W
6" W
6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W
CTV
CTV
CTV
CTV
CTV
CTV CTV CTV CTV CTV CTV CTV C
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FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOCTV
CTV
CTV
CTV
CTV
CTV
CTV CTV CTV CTV CTV CTV CTV
CTV
CTV
CTV CTV CTV CTV CTV
E E E E E E E E E E E E
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ELEC
WCS
ELEC
VAULT
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EEEEEEEEEEEEEEEEEEEE E E E E
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WA
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CONNECT TO EXISTING
6" WATER MAIN
RAIN GARDEN
BIOMEDIA AREA
PROPOSED
DETENTION POND 1
PROPOSED
DETENTION
POND 1
30' SANITARY SEWER
EASEMENT
CONNECT TO REPLACED
8" SANITARY SEWER
PROPOSED
STORM DRAIN
PROPOSED STORM DRAIN
PROPOSED STORMTECH
CHAMBERS
PROPOSED
SANITARY SERVICE
PROPOSED
FIRE SERVICE
PROPOSED
WATER METER
PROPOSED
FIRE HYDRANT
CONNECT TO EXISTING
STORM DRAIN SOUTH SHIELDS STREETWESTWARD DRIVE
6' SIDEWALK6' SIDEWALK6' SIDEWALK
7' SIDEWALK
5' SIDEWALK
6' SIDEWALKLOT 1
PROPOSED 2'
SIDEWALK CULVERT
PROPOSED
STORM DRAIN
PROPOSED UNDERDRAIN
PROPOSED 2'
CONCRETE PAN
PROPOSED POND
OUTLET STRUCTURE
DRAINAGE
EASEMENT
PROPOSED 2'
CONCRETE PAN
PROPOSED POND
OUTLET STRUCTURE
26' EMERGENCY
ACCESS
EASEMENT
26' EMERGENCY
ACCESS
EASEMENT
26' EMERGENCY
ACCESS
EASEMENT
EXISTING 8" CLAY
SANITARY SEWER TO BE REPLACED IN PLACE
EXISTING 8" CLAY
SANITARY SEWER
EXISTING 6" CAST
IRON WATER
EXISTING 15" PVC
SANITARY SEWER
EXISTING 21" RCP
STORM DRAIN
EXISTING
GAS LINEEXISTING
ELECTRIC
LINE
EXISTING 18" RCP
STORM DRAIN
OWNER: POPPE, DAVID A.
1205 WESTWARD DR.
OWNER: CARLSON, BEVERLY A.
1301 S. SHIELDS ST.
26' EMERGENCY
ACCESS
EASEMENT
PROPOSED
ROOF DRAIN
±37'
FL-FL 60' ROW
PROPOSED
TRANSFORMER
PROPOSED
TRANSFORMER
APPROXIMATE LOCATION
CONNECTION TO 3-PHASE
POWER AT CORNER OF
SPRINGFIELD DRIVE &
SHIELDS STREET
PROPOSED
FDC
PROPOSED 2'
SIDEWALK CULVERT
DRAINAGE
EASEMENT
DRAIN BASIN w/ 100-YR WEIR
DRAIN BASIN w/ WQ WEIR
CONNECT TO EXISTING
STORM DRAIN
PROPOSED CULVERT
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
ISOLATOR ROWS
30' SANITARY SEWER
EASEMENT
PROPOSED
UNDERGROUND DETENTION
POND 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
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
MATCH LINE - SEE SHEET C 401 C 402UTILITY PLAN 7
KEYMAP SOUTH SHIELDS STREETSPRINGFIELD DRIVE
WESTWARD DRIVE
SheetFISCHER PROPERTIESThese 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 SETof 16
NOTES:
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY
SPECIFICATIONS, LATEST EDITION, EXCEPT THAT NO MECHANICAL JOINT
RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON
THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS.
3.ALL SEWER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY
SPECIFICATIONS SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST
EDITION.
4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
5.ALL WATERLINES SHALL HAVE A 4.5'-5' FROM FINISHED GRADE TO TOP OF PIPE.
6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL
REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR
STANDARDS.
10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"
BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
11.ALL WATER SERVICES SHALL BE 3
4" UNLESS OTHERWISE NOTED.
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
RAIN GARDEN BIOMEDIA AREA
C 402
C 401
NYLOPLASTDO NOT
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DS
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DS
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DS
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D
D
STSTSTSTSTSTSTSTSTSTSTSTSTS
T STD
D
/ / / / / / / /SOUTH SHIELDS STREETSPRIN
G
F
I
E
L
D
D
R
I
V
E
WESTWARD DRIVE
DEL MAR STREETLAKEWOOD DRIVE
5' SIDEWALK
5' SIDEWALK
8.5' PARKWAY
8.5' PARKWAY 6' SIDEWALK6' SIDEWALK6' SIDEWALK
6' SIDEWALK
5' SIDEWALK
6' SIDEWALK30'
FL-FL57' ROW
RAIN GARDEN
BIOMEDIA AREA
DETENTION POND 3
DETENTION POND 1
5' SIDEWALK5' SIDEWALKPROPOSED 4'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED
AREA DRAIN
PROPOSED
STORM INLET
PROPOSED
CURB INLET
9' UTILITY EASEMENT
9' UTILITY EASEMENT
LOT 3
LOT 7
LOT 4
LOT 1 LOT 2
LOT 6
LOT 9 LOT 8
LOT 5
TRACT B
AE,DE,UE
EXISTING 18"
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED 2'
SIDEWALK CULVERT
PROPOSED 2'
SIDEWALK CULVERT
PROPOSED
STORMTECH
CHAMBERS
UNDERGROUND
DETENTION POND 2
FFE=32.92
OWNER: POPPE, DAVID A.
1205 WESTWARD DR.
OWNER: MARX,
NICHOLAS J./ JILL B.
JARVIS
1209 WESTWARD DR.
OWNER: GRIFFITHS,
THOMAS
1213 WESTWARD DR.
OWNER: WAYFARE HOME
RENTAL, LLC.
1217 WESTWARD DR.
OWNER: BOWEN,
ZACHARY H.
1200 DEL MAR ST.
OWNER: LAJEUNESSE,
ROBERT M./ IRINA V.
1220 SPRINGFIELD DR.
OWNER: MIRANDA, JOHN
E./ YVONNE C.
1212 SPRINGFIELD DR.
OWNER: MARTINO, MARY
K.
1208 SPRINGFIELD DR.
OWNER: RIEUX SYLVIA
MARIANNE TRUST
1204 SPRINGFIELD DR.
OWNER: JRB HOLDINGS,
LLC.
1200 SPRINGFIELD DR.
OWNER: CARLSON, BEVERLY A.
1301 S. SHIELDS ST.
± 37'
FL-FL EXISTING
60' ROW
EXISTING ±64'
FL-FL
±40'
FL-FL
60' ROW
40' FL-FLEXISTING
±50' HALF ROW
PROPOSED MULTI-FAMILY
BUILDING
PROPOSED
CURB INLET
PROPOSED
CURB INLET
NORTH
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
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
C 500OVERALL GRADING PLAN 8
SheetFISCHER PROPERTIESThese 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 SETof 16
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.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH
DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE,
GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL
MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS
AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING
CODE REQUIREMENTS.
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
ALOT TYPE
LEGEND:
PROPOSED GRADE BREAK
RAIN GARDEN BIOMEDIA AREA
KEYMAP SOUTH SHIELDS STREETSPRINGFIELD DRIVE
WESTWARD DRIVE
C 502
C 501
X X X X X X X XXX X X
X X X X X X
XXXXXXXXXXXXXXXXXXXXXXXXXXX/ / / / / / / // / / / / / / // / / / / / / /UDUDUDUDUDUDUDUD3
2
.
4
036.6130.28
31.6630.8930.9031.0931.2131.673
2
.
4
231.6731.79 31.6431.800.6%
3.2%2.5%0.5%0.2%2.9%DEL MAR STREETLAKEWOOD DRIVE
5' SIDEWALK
5' SIDEWALK
8.5' PARKWAY
8.5' PARKWAY 5' SIDEWALK1.3%
LOT 3
LOT 7
LOT 4
LOT 1 LOT 2
LOT 6
LOT 9 LOT 8
LOT 5
9' UTILITY
EASEMENT
9' UTILITY
EASEMENT
PROPOSED
DETENTION POND 3 RAINGARDEN A(35.22)(3
4
.
3
9
)(33.70)32.90
33.9134.30
35.63
35.6434.3033.91
32.92
(35.24)(35.85)(3
6
.
5
9
)(37.66)(3
8
.
8
5
)
31.26
31.23
31.43
BLOCK 1
BLOCK 1
RAIN GARDEN
BIOMEDIA AREA
PROPOSED 2'
CONCRETE PAN
30'
FL-FL57' ROW
30' SANITARY
SEWER
EASEMENT
5' UTILITY
EASEMENT
5' UTILITY
EASEMENT
3' DRAINAGE
EASEMENT (TYP.)
PROPOSED 2'
CONCRETE PAN
PROPOSED POND
OUTLET STRUCTURE
PROPOSED 2'
SIDEWALK CULVERT
6" RIBBON CURB
RAIN GARDEN
BIOMEDIA AREA(36.33)(3
5
.
7
8
)
(4
0
.
8
2
)
(35
.
0
1
)(33.39)(33.90)31.9331.1331.603
0
.
9
7
31.4631.3931.2431.2931.45(33.35)(36.90)37.0138.1637.5936.0735.593
3
.
3
0
33.9232.54
32.44
32.4733.3033.9338.0039.
0
9
30.
2
8
30.28
3
1
.
1
7
26.8326.9927.2732.1932.1631.56 30.2830.3130.31 30.3131.8530.3130.31RAINGARDEN A31.12OWNER: POPPE, DAVID A.
1205 WESTWARD DR.
OWNER: MARX, NICHOLAS J./
JILL B. JARVIS
1209 WESTWARD DR.
OWNER: GRIFFITHS, THOMAS
1213 WESTWARD DR.
OWNER: WAYFARE HOME RENTAL, LLC.
1217 WESTWARD DR.
OWNER: BOWEN, ZACHARY H.
1200 DEL MAR ST.
OWNER: LAJEUNESSE, ROBERT M./
IRINA V.
1220 SPRINGFIELD DR.
OWNER: MIRANDA, JOHN E./
YVONNE C.
1212 SPRINGFIELD DR.
OWNER: MARTINO, MARY K.
1208 SPRINGFIELD DR.
OWNER: RIEUX SYLVIA MARIANNE
TRUST
1204 SPRINGFIELD DR.
OWNER: JRB HOLDINGS, LLC.
1200 SPRINGFIELD DR.
±39'
FL-FL
60' ROW
31.
0
8
32.3226.98
3
2
.
1
7 32.59
31.68
27.380.5%0.5%
26.88
0.6%
PROPOSED 2'
SIDEWALK CULVERT
1.0%3.5%0.5%0.5%0.5%2.0%
2.0%0.5%2.0%2.1%1.6%1.0%30.3131.7231.6231.9032.0032.0732.0331.
4
131.5031.88
3
1
.
7
9
31.71
31.76
2.2%0.5%
0.5
%
2.6%0.6%31.500.5%31.59PROPOSED 2'
SIDEWALK CULVERT
31.1131.02
30.9832.1731.96
32.04 30.8731.21
31.
3
1
30.
2
8 30.2831.3131.16
27.51
27.51
32.80
32.76
33.26
29.20
28.64
27.59 27.7927.17
34.14
35.17
35.33
34.19
34.12
34.0433.75
27.62 27.15
26.85
27.65
SLOPE
EASEMENT 31.813
2
.
0
132.1032.0032.0231.9731.853
1
.
2
3
2.7%2.0%2.6%2.8%2.1%
2.1%
1.9%2.1%2.3%2.3%
2.0%
2.2%2.
8%
2.5%4.8%2.8
%5.6%4
:1
6:1
4:16
:
15:15:1
4:1 4:1
4:1
4:1
4:1 4:1
4:18:16:11.0%6' SI
D
E
W
A
L
K
6' SIDEWALK
TRACT A
AE,DE,UE
TRACT A
AE,DE,UE 0.8%
0
.
6%0.5%2.4%2.1%1.1%3
1
.
4
6
PROPOSED
SIDEWALK CULVERT
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
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 MATCH LINE - SEE SHEET C 502C 501GRADING PLAN 9
KEYMAP SOUTH SHIELDS STREETSPRINGFIELD DRIVE
WESTWARD DRIVE
SheetFISCHER PROPERTIESThese 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 SETof 16
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.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH
DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE,
GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL
MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS
AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING
CODE REQUIREMENTS.
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
ALOT TYPE
LEGEND:
PROPOSED GRADE BREAK
RAIN GARDEN BIOMEDIA AREA
C 502
C 501
X X X X XXXXXX X X
XXXXXXXXXXXXXXD
D
D
D
STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTS
T
S
T
FDC
NYLOPLASTDO NOT POLLUTEDRAINS TOWATERWAYSDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONUDUDUD UD
UD UD UD UD UD UD UD
UD UD
NYLOPLASTDO NO
T
P
O
L
L
U
T
E
DRAI
N
S
T
O
WATE
R
W
A
Y
S
DO NOT
P
O
L
L
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPL
A
S
T
D
U
C
T
I
L
E
I
R
O
NUDUDUDUDUD DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS DS DS DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
NYLOPLAS
TDO NO
T
P
OL
LU
TEDRAIN
S
TOWATER
WA
YS
DO NO
T
P
OL
L
UT
E
D
RA
I
NS
TO
W
A
TE
RW
AY
S
NYLO
P
LA
ST
DU
C
TI
L
E
I
RO
N
31.6630.8930.9031.0931.2131.6731.4731.0031.39
31.06
31.1731.633
2
.
4
231.6731.79 31.6431.8031.4928.210.6%
3.2%2.5%0.6%2.9%0.5%0.5%0.5%0.2%1.0%2.1%2.4%2.1%2.9%SOUTH SHIELDS STREETWESTWARD DRIVE
5' SIDEWALK6' SIDEWALK6' SIDEWALK
7' SIDEWALK
5' SIDEWALK
6' SIDEWALK27.87(27.62)(31.13)30.350.8%1.4%1.3%
0.6%0.5%PROPOSED
DETENTION
POND 1
3
1
.
0
4
31.04
31.10
31.1030.55
30.55
30.80
30.85
31.26
31.23
31.43
31.23
31.23
31.51
31.48
30.
9
031.763
0
.
9
6
3
0
.
9
8
TRACT B
AE,DE,UERAIN GARDEN
BIOMEDIA AREA
PROPOSED 4'
CONCRETE PAN
PROPOSED 2'
CONCRETE PAN
PROPOSED
STORM INLET
PROPOSED
CURB INLETPROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED
STORMTECH
CHAMBERS
UNDERGROUND
DETENTION
POND 2
DRAINAGE
EASEMENT
26'
EMERGENCY
ACCESS
EASEMENT
26' EMERGENCY
ACCESS
EASEMENT
30' SANITARY
SEWER
EASEMENT
26' EMERGENCY
ACCESS
EASEMENT
PROPOSED 2'
CONCRETE PAN
PROPOSED POND
OUTLET STRUCTURE
RAIN GARDEN
BIOMEDIA AREA
PROPOSED POND
OUTLET STRUCTURE
26' EMERGENCY
ACCESS
EASEMENT
CONNECT TO EXISTING
STORM DRAIN
EXISTING 21" RCP
STORM DRAIN
EXISTING 18" RCP
STORM DRAIN
PROPOSED
TRASH ENCLOSURE
FFE=32.92
26' EMERGENCY ACCESS
EASEMENT BY
SEPARATE DOCUMENT
(33.39)(3
3
.
9
0
)(30.65)(30.53)27.71
27.90
28.09
(28.12)(28.60)(29.00)(29.50)(30.43)30.74
3
0
.
7
330.6831.3031.4231.9331.1331.603
0
.
9
7
31.4631.2531.3931.2431.2931.4531.
2
431.4131.6431.8531.9931.6530.89
30.
9
8
31.37
32.14(3
3
.
3
5
)
30.28
3
1
.
1
7
26.8332.1932.1630.66
30.6331.56 30.2830.3131.8530.3110.3%0.5%29.7632.7332.3732.9231.040.5%OWNER: POPPE, DAVID A.
1205 WESTWARD DR.
OWNER: CARLSON, BEVERLY A.
1301 S. SHIELDS ST.
±37'
FL-FL 60' ROW
PROPOSED
ROOF DRAIN (TYP.)
BIKE BARN
(RE: LANDSCAPE)
BIKE BARN
(RE: LANDSCAPE)31.4031.6529.8131.8631.8431.4431.3830.7632.2532.25 32.2532.2532.0532.2531.5231.0629.1629.4330.5931.3431.9232.1227.520.5%31.7532.0831.2531.322
7
.
7
030.4730.9430.4530.6431.2332.2532.0432.9231.7932.2231.5232.2531.4132.2531.2832.2431.3432.0331.5631.1431.0831.1231.
0
8
31.05
31.
4
0
31.
3
1
31.1031.783
1
.
9
731.9231.7232.9232.2531.8331.0031.6431.4631.1231.9631.7631.6431.3531.4631.4831.
5
331.2731.3232.3226.98
32.1732.59
31.68
27.3826.88
0.6%
PROPOSED 2'
SIDEWALK CULVERT
1.0%3.5%0.5%0.5%0.5%2.0%
2.0%0.5%2.0%2.1%1.6%1.0%30.3131.7231.6231.9032.0032.0732.0331.
4
131.5031.88
3
1
.
7
9
31.71
31.76
2.2%0.5%
0.5
%
2.6%0.6%31.50
30.26
30.83
0.8%0.5%31.0331.3630.62
30.700.5%PROPOSED 2'
SIDEWALK CULVERT
31.1130.6330.3630.2031.1631.6631.1631.3431.0230.10
29.1129.1127.9928.2328.
2
3
28.
4
8 28.4830.9130.91
2
8
.
2
4
28.0830.8631.0530.7731.0530.8429.5228.8230.6727.97
28.
1
4
31.3430.9130.590.8%30.9130.7531.1331.1331.4431.3631.89
32.25
3
1
.
6
631.250.5%1.5%1.5%
31.02
3
0
.
9
8
32.04 30.8730.2831.3131.16
34.19
34.12
34.0433.75
27.62 27.15
26.85
27.65 31.813
2
.
0
1
3
2
.
1
0 32.0032.0231.9731.853
1
.
2
3
2.7%2.0%2.6%2.8%2.1%
2.1%
1.9%2.1%2.3%2.3%
2.0%
2.2%2.8%2.5%2.8%
1
.
6%1.6%1.8%2.2%2.1%1.6%3.4
%
2.4%2.0%2.1%5.6%6
:
15:15:1
4:1
4:1
4:1 6:14:14:18:14:1
4:1
4:1
4:1
5:1
5:1
10:1
9:1
8:14:1
6:1
5:1 4:1
4:1
7:1
6:15:16:17.9%6:1
3
1
.
7
431.453
1
.
6
531.9931.58
3
1
.
2
91.0%1.0%6' SIDEWALK
0.8%
0
.
6%0.5%2.4%2.1%1.1%3
1
.
4
6
PROPOSED
CURB INLET
PROPOSED
CURB INLET
PROPOSED
AREA INLET
PROPOSED
AREA INLET
PROPOSED
AREA INLET
PROPOSED
AREA INLET
PROPOSED
AREA INLET
PROPOSED
AREA INLET
PROPOSED
AREA INLET
31.25PROPOSED
AREA INLET
PROPOSED 2'
CONCRETE PAN
32.92
1.0%0.7%31.5732.252.0%2.3%32.8232.3432.331.5%1.5%3.2%
2.0%
KEYMAP SOUTH SHIELDS STREETSPRINGFIELD DRIVE
WESTWARD DRIVE
SheetFISCHER PROPERTIESThese 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 SETof 16
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
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
C 502GRADING PLAN 10MATCH LINE - SEE SHEET C 501 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.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH
DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE,
GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL
MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS
AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING
CODE REQUIREMENTS.
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
ALOT TYPE
LEGEND:
PROPOSED GRADE BREAK
RAIN GARDEN BIOMEDIA AREA
C 502
C 501
UDUDUDUDCCC/ / / / / / / /CLAKEWOOD DRIVE
5' SIDEWALK
5' SIDEWALK
30'
FL-FL57' ROWDEL MAR STREET9' UTILITY EASEMENT
9' UTILITY EASEMENT
31" DRIVE OVER
CURB & GUTTER
LOT 3
LOT 7
LOT 4
LOT 1 LOT 2
LOT 6
LOT 9 LOT 8
LOT 5
RAINGARDEN ADETENTION
POND 3
3' DRAINAGE
EASEMENT (TYP.)
PROPOSED 2'
SIDEWALK CULVERT
±40'
FL-FL
60' ROW
PROPOSED
SAWCUT
DEL MAR STREET
FLOWLINE
(SEE SHEET C 602)
5025
5030
5035
5040
5045
5050
5025
5030
5035
5040
5045
5050
9+50 10+00 11+00 12+00 13+00 13+505037.855036.985036.105035.265034.605034.155033.905033.785033.655033.535033.40-0.50%
-3.50
%PVI STA = 10+15.77PVI ELEV = 5038.18PVI STA = 12+90.05PVI ELEV = 5033.3390.0' VC
PVI STA = 11+31.64
PVI ELEV = 5034.12
BCVS: 10+86.64BVCE: 5035.70ECVS: 11+76.64EVCE: 5033.90A.D. = 3.00
K = 30.00
PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND
(-3.39
%
)
KEYMAP SOUTH SHIELDS STREETSPRINGFIELD DRIVE
WESTWARD DRIVE
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
LAKEWOOD DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
SheetFISCHER PROPERTIESThese 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 SETof 16
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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 CITY OF 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.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
PROPOSED STORM INLET
C 600PLAN & PROFILELAKEWOOD DRIVE11
LAKEWOOD DRIVE
5015
5020
5025
5030
5035
5040
5015
5020
5025
5030
5035
5040
9+50 10+00 11+00 12+00 13+00 14+005030.935030.685030.435030.185029.935029.685029.435029.185028.995028.875028.745028.625028.495028.375028.245028.12-0.50%
-1.00%PVI STA = 10+00.00PVI ELEV = 5030.93PVI STA = 11+88.65PVI ELEV = 5029.05PVI STA = 13+80.82PVI ELEV = 5028.09PROPOSED
GRADE
EXISTING
GROUND
PROPOSED
GRADE
EXISTING
GROUND(-1.5%)
X X XFDC
DS DS
DS
DS DS
DS
DS
DS
DS DS
DS DS DS DS DS
DS
DS
DS
DSDS SOUTH SHIELDS STREETWESTWARD DRIVE
5' SIDEWALK
9' UTILITY EASEMENT
17' CL-FL
30" VERTICAL
CURB & GUTTER
TRACT B
AE,DE,UE
PROPOSED 2'
CONCRETE PAN
PROPOSED
STORM DRAIN
26' EMERGENCY
ACCESS
EASEMENT
EXISTING DRIVE-OVER CURB & GUTTER
W/ ATTACHED 3' SIDEWALK
±20' CL-FL
±30'
HALF ROW
PROPOSED
DRIVEWAY
APPROACH
PROPOSED SAWCUT
OWNER: POPPE, DAVID A.
1205 WESTWARD DR.
KEYMAP SOUTH SHIELDS STREETSPRINGFIELD DRIVE
WESTWARD DRIVE
NORTH
RIGHT FLOWLINE
WESTWARD DRIVE
SCALE : 1" = 40' (H) 1" = 5' (V)
SheetFISCHER PROPERTIESThese 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 SETof 16
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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 CITY OF 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.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
PROPOSED STORM INLET
C 601RIGHT FLOWLINE - PLAN & PROFILEWESTWARD DRIVE12
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
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
WESTWARD DRIVE
5025
5030
5035
5040
5045
5050
5025
5030
5035
5040
5045
5050
9+50 10+00 11+00 12+00 13+00 13+505040.255039.845039.405038.955038.505038.145037.795037.455037.135036.845036.615036.37-1.40%
-1.25%
-0.95%
-1.65%
-1.65%
-1.80%PVI STA = 10+00.00PVI ELEV = 5040.25PVI STA = 10+05.97PVI ELEV = 5040.15PVI STA = 10+29.77PVI ELEV = 5039.76PVI STA = 11+01.33PVI ELEV = 5038.47PVI STA = 11+71.33PVI ELEV = 5037.49PVI STA = 12+17.90PVI ELEV = 5036.91PVI STA = 12+78.65PVI ELEV = 5036.33PROPOSED
GRADE
EXISTING
GROUND
EXISTING
GROUND
PROPOSED
GRADE
(1.46%)
(-0.91%)/ / / / / / / /XXXXXOHUFODEL MAR STREET
LAKEWOOD
DRIVE
5' SIDEWALK
9' UTILITY EASEMENT
5' SIDEWALK
9' UTILITY EASEMENT
20' CL-FL
31" DRIVE-OVER
CURB & GUTTER
LOT 1
LOT 2
LOT 9
LOT 8
LAKEWOOD
DRIVE
(SEE SHEET C 600)
60' ROW
40'
FL-FL
EXISTING HOLLYWOOD CURB,
GUTTER, & SIDEWALK
OWNER: BOWEN, ZACHARY H.
1200 DEL MAR ST.
OWNER: LAJEUNESSE, ROBERT M./
IRINA V.
1220 SPRINGFIELD DR.
PROPOSED
SAWCUT
EXISTING HOLLYWOOD CURB,
GUTTER, & SIDEWALK
EXISTING HOLLYWOOD CURB,
GUTTER, & SIDEWALK
KEYMAP SOUTH SHIELDS STREETSPRINGFIELD DRIVE
WESTWARD DRIVE
NORTH
RIGHT FLOWLINE
DEL MAR STREET
SCALE : 1" = 40' (H) 1" = 5' (V)
SheetFISCHER PROPERTIESThese 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 SETof 16
EXISTING RIGHT-OF-WAY
LEGEND:
PROPOSED STORM SEWER
EXISTING STORM SEWER
PROPOSED EDGE OF ASPHALT
PROPOSED STORM MANHOLE
/ / / / / / / /
PROPOSED CURB & GUTTER
PROPOSED CENTERLINE
PEDESTRIAN ACCESS RAMPS
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 CITY OF 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.
PROPERTY BOUNDARY
PROPOSED LOT LINE
EASEMENT LINE
SAWCUT LINE
EXISTING LOT LINE
PROPOSED STORM INLET
( IN FEET )
1 inch = ft.
Feet04040
40
80 120
C 602RIGHT FLOWLINE - PLAN & PROFILEDEL MAR STREET13
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
DEL MAR STREET
/ / / / / / / // / / / / / / // / / / / / / /5' SIDEWALK
5' SIDEWALK
8.5' PARKWAY
8.5' PARKWAY
30'
FL-FL57' ROW
R20'
R20'DEL MAR STREET36.863
7
.
3
6
38.473
7
.
4
9
35.383
5
.
3
8 35.80LOT 1 LOT 2
LOT 9 LOT 8
9' UTILITY
EASEMENT
9' UTILITY
EASEMENT
LAKEWOOD DRIVE
31" DRIVE OVER
CURB & GUTTER
3' DRAINAGE EASEMENT (TYP.)37.9337.193
8
.
0
7(38.71)(38.28)(39.28)1.8%1.2%2.0%
2.0%
3.4%3.5%2.2%2.2%3.6%3.6%5.0%3.5%
65' CROWN
TRANSITION
35.9336.614.5%4.0%
SAWCUT
LINE
(3.9%)
(3.4%)
(3.7%)(0.8%)(1.3%)(1.9%)(2.0%)UDUDUDUDUDUDUDPROPOSED 2'
SIDEWALK CULVERT
31" DRIVE OVER
CURB & GUTTER
R50'
R50'
R50'
LAKEWOOD DRIVE
3
2
.
2
332.663
2
.
6
7
3
2
.
2
3
33.333
3
.
2
9
33.2933.71LOT 3 LOT 4 LOT 5
LOT 7 LOT 6 RAINGARDEN A5' SIDEWALK
5' SIDEWALK
8.5' PARKWAY
8.5' PARKWAY
9' UTILITY
EASEMENT
9' UTILITY
EASEMENT
30'
FL-FL
57' ROW
3' DRAINAGE EASEMENT (TYP.)2.2%2.2%2.0%2.0%3.3%0.8%0.9%0.8%
1.0
%
1.4
%
0.5%
0.5%
0.5%
1.4%
1.0%
0.8
%
0.5%31.583.0%
3.0
%
NORTH
C 603INTERSECTION DETAIL DEL MAR STREET & LAKEWOOD DRIVE14
SheetFISCHER PROPERTIESThese 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 SETof 16
KEYMAP SOUTH SHIELDS STREETSPRINGFIELD DRIVE
WESTWARD DRIVE
/ / / / / / / /
NOTES:
1.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND
RECOMMENDATIONS.
2.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS\TRAILS AT MAXIMUM
SPACING OF 50 FEET.
3.SEE ROADWAY PLAN & PROFILE SHEETS FOR ADDITIONAL INFORMATION.
LEGEND:
EXISTING LIGHT POLE
PROPOSED LIGHT POLE
EXISTING LOT LINE
SAWCUT LINE
EASEMENT LINE
PROPOSED LOT LINE
PROPERTY BOUNDARY
PROPOSED STORM INLET
PROPOSED RIGHT-OF-WAY
PROPOSED CONCRETE
CROSSPAN (TYP.)
PEDESTRIAN ACCESS RAMPS
PROPOSED CENTERLINE
PROPOSED CURB & GUTTER
PROPOSED STORM MANHOLE
PROPOSED EDGE OF ASPHALT
EXISTING STORM SEWER
PROPOSED STORM SEWER
EXISTING RIGHT-OF-WAY
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
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
1 INTERSECTION DETAIL
DEL MAR STREET & LAKEWOOD DRIVE
DEL MAR STREET &
LAKEWOOD DRIVE
2 INTERSECTION DETAIL
LAKEWOOD DRIVE CUL-DE-SAC
LAKEWOOD DRIVE
CUL-DE-SAC
X X X XXXXX
XXXXXXXXXXX
XXXXXXXXX X X XELEC
D
D
D
D
D
D
STX STSTSTSTSTSTSTSTSTSTSTSTS
T STXX
X X X X
X X X
XXXXX
XXXXXXE
E
X X X X X X X X X X XX X X X XXXXXXXXXXXXXXXX
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRRCONTROL
IRRCONTROL
IRRCONTROL
IRRCONTROL
IRR
XXXXXXXXXX
D
D
2.74 ac.
H1
2.65 ac.
H2
0.52 ac.
OS-2
0.93 ac.
OS-4
0.13 ac.
OS-1
h1
h2
0.40 ac.
OS-3
os-2
os-3
os-1
os-4 SOUTH SHIELDS STREETSPRIN
G
F
I
E
L
D
D
R
I
V
E
WESTWARD DRIVE
DEL MAR STREETLAKEWOOD
DRIVE
OWNER: POPPE, DAVID A.
1205 WESTWARD DR.
OWNER: MARX,
NICHOLAS J./ JILL B.
JARVIS
1209 WESTWARD DR.
OWNER: GRIFFITHS,
THOMAS
1213 WESTWARD DR.
OWNER: WAYFARE HOME
RENTAL, LLC.
1217 WESTWARD DR.
OWNER: BOWEN,
ZACHARY H.
1200 DEL MAR ST.
OWNER: LAJEUNESSE,
ROBERT M./ IRINA V.
1220 SPRINGFIELD DR.
OWNER: MIRANDA, JOHN
E./ YVONNE C.
1212 SPRINGFIELD DR.
OWNER: MARTINO, MARY
K.
1208 SPRINGFIELD DR.
OWNER: RIEUX SYLVIA
MARIANNE TRUST
1204 SPRINGFIELD DR.
OWNER: JRB HOLDINGS,
LLC.
1200 SPRINGFIELD DR.
OWNER: CARLSON, BEVERLY A.
1301 S. SHIELDS ST.
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.
Feet04040
40
80 120
SheetFISCHER PROPERTIESThese 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 SETof 16
C 700HISTORIC DRAINAGE EXHIBIT 15
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
A
DESIGN POINT
FLOW ARROW
DRAINAGE BASIN LABEL
DRAINAGE BASIN BOUNDARY
PROPOSED SWALE SECTION
11
NOTES:
1.REFER TO THE PRELIMINARY DRAINAGE REPORT FOR FISCHER PROPERTIES BY
NORTHERN ENGINEERING, DATED AUGUST 24, 2022 FOR ADDITIONAL INFORMATION.
A
LEGEND:
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
X X X XXXXX
XXXXXXXXXXX
XXXXXXXXX X X XD
D
D
D
D
D
STSTSTSTSTSTSTSTSTSTSTSTSTS
T STF.O.
F.O.
D
D
/ / / / / / / /0.52 ac.
OS-2
GGGGGGGGT
T
G G G G
E
E E E E E E E
EEEEEEEEEEE E
EEEE
FDC
EEEEENYLOPLASTDO NOT
P
O
L
L
U
T
E
DRAINS T
O
WATERWA
Y
S
DO NOT POLL
U
T
E
D
R
A
I
N
S
T
O
W
A
T
E
R
W
A
Y
S
NYLOPLAST
D
U
C
T
I
L
E
I
R
O
N
UDUD
UD UD UD
UD
NYLOPLASTDO NOT
P
O
L
L
U
T
E
DRAINS TOWATERWA
Y
S DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONUDUDUDUDDS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS DS
DS DS DS DS DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DSDS
DS
NYLOP
L
AS
T
DO NOT PO
L
L
UT
EDRAINS TO
WATERW
A
YS
DO NOT PO
L
L
U
TE
D
RA
I
N
S
TO
W
A
TE
R
W
A
YS
NYLOPLAS
T
D
U
C
T
I
LE
I
R
ON
/ / / / / / / /2.24 ac.
200
100
2.31 ac.
300
0.40 ac.
OS-3
0.93 ac.
OS-4
0.13 ac.
OS-1
200
300
STORMTECH
CHAMBERS 2
PROPOSED
STORM DRAIN
PROPOSED
STORM DRAIN
PROPOSED 2'
CONCRETE
PAN
PROPOSED 2'
CONCRETE PAN
OS-2
OS-1
OS-3
OS-4
PROPOSED
UNDERDRAIN
PROPOSED
SIDEWALK
CULVERT
PROPOSED
UNDERDRAIN
5' SIDEWALK
5' SIDEWALK
SOUTH SHIELDS STREETSPRIN
G
F
I
E
L
D
D
R
I
V
E
WESTWARD DRIVE
DEL MAR STREETLAKEWOOD
DRIVE
EXISTING
STORM DRAIN
EXISTING STORM
DRAIN
9' UTILITY EASEMENT
9' UTILITY EASEMENT
DETENTION POND 3
EXISTING 24"
STORM DRAIN
LOT 3
LOT 4
LOT 1 LOT 2
LOT 5
LOT 7
LOT 6
LOT 9 LOT 8
BLOCK 1
BLOCK 1
TRACT B
AE,DE,UE
6' SIDEWALK
5' SIDEWALK
6' SIDEWALK30'
FL-FL57' ROW
OWNER: POPPE, DAVID A.
1205 WESTWARD DR.
OWNER: MARX,
NICHOLAS J./ JILL B.
JARVIS
1209 WESTWARD DR.
OWNER: GRIFFITHS,
THOMAS
1213 WESTWARD DR.
OWNER: WAYFARE HOME
RENTAL, LLC.
1217 WESTWARD DR.
OWNER: BOWEN,
ZACHARY H.
1200 DEL MAR ST.
OWNER: LAJEUNESSE,
ROBERT M./ IRINA V.
1220 SPRINGFIELD DR.
OWNER: MIRANDA, JOHN
E./ YVONNE C.
1212 SPRINGFIELD DR.
OWNER: MARTINO, MARY
K.
1208 SPRINGFIELD DR.
OWNER: RIEUX SYLVIA
MARIANNE TRUST
1204 SPRINGFIELD DR.
OWNER: JRB HOLDINGS,
LLC.
1200 SPRINGFIELD DR.
OWNER: CARLSON, BEVERLY A.
1301 S. SHIELDS ST.
100-YR WSEL
100-YR WSEL
0.84 ac.
100
PROPOSED 2'
CONCRETE PAN
0.04 ac.
OF-2
0.23 ac.
OF-1
DETENTION POND 1
UNDERGROUND
DETENTION POND 2.
RAIN GARDEN A
LID VOL. = 2,152 CU.FT.
LID WSEL = 5031.31
OF
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.
Feet04040
40
80 120
SheetFISCHER PROPERTIESThese 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 SETof 16
PROPOSED CONTOUR
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED INLET
A
DESIGN POINT
FLOW ARROW
DRAINAGE BASIN LABEL
DRAINAGE BASIN BOUNDARY
PROPOSED SWALE SECTION
11
NOTES:
1.REFER TO THE PRELIMINARY DRAINAGE REPORT FOR FISCHER PROPERTIES BY
NORTHERN ENGINEERING, DATED AUGUST 24, 2022 FOR ADDITIONAL INFORMATION.
A
LEGEND:
C 701DRAINAGE EXHIBIT 16
FOR DRAINAGE REVIEW ONLY
NOT FOR CONSTRUCTION
Rational Flow Summary | Developed Basin Flow Rates
BASIN
TOTAL
AREA
(acres)
Tc2
(min)
Tc100
(min)
C2 C100 Q2
(cfs)
Q100
(cfs)
100 0.60 6.9 6.9 0.63 0.69 0.99 3.76
200 1.83 5.0 5.0 0.83 0.89 4.33 16.20
300 2.64 6.5 6.5 0.61 0.70 4.18 16.74
OF-1 0.23 7.4 7.4 0.33 0.39 0.19 0.77
OF-2 0.04 5.0 5.0 0.70 0.75 0.08 0.31
OS-1 0.13 5.0 5.0 0.81 0.86 0.31 1.13
OS-2 0.52 10.8 10.8 0.44 0.50 0.49 1.96
OS-3 0.40 8.8 8.8 0.43 0.49 0.40 1.60
OS-4 0.93 10.4 10.4 0.33 0.39 0.68 2.79
POND SUMMARY TABLE
Pond ID
Extended
Detention
WQCV (CF)LID WQCV (CF)
100-Yr.
Detention Vol.
(CF)
Total Volume
(CF)
100-Yr.
Detention
WSEL(Ft)
Peak Release
(cfs)
Pond 1 546.00 N/A 2,832.00 3,378.00 5,030.03 0.40
Pond 2 N/A 2,209.00 9,843.00 12,052.00 5,029.40 1.99
Pond 3 N/A 2,213.00 16,562.00 18,775.00 5,031.27 1.10
LID Site Summary - New Impervious Area
Total Area of Current Development 232,598 ft2
Total On-site Impervious Area 143,631 ft2
75% Required Minimum Area to be Treated by LID 107,723 ft2
Total On-site Impervious Area Treated by LID 127,813 ft2
Percent On-site Impervious Treated by LID 88.99%
Additional Off-site Impervious Area Treated by LID 9,176 ft2
Percent Total Impervious Area Treated by LID 95.38%
Total Impervious Area Treated by Traditional WQ 13,385 ft2
Percent Impervious Treated by Traditional Water Quality 9.32%
Percent Impervious Area Treated by Traditional WQ or LID 104.70%