HomeMy WebLinkAbout301 PARKER STREET - TWO FAMILY - FDP210026 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSPARKER STREET
SOUTH COLLEGE AVENUEEAST PROSPECT ROAD
EAST STUART STREET
SPRING
PARK
COLORADO STATE
UNIVERSITY
REMINGTON STREETMATTHEWS STREETSheet301 PARKER STREETThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 6
CS1 COVER STEET1
Original Field Survery:
NORTHERN ENGINEERING SERVICES
Project No. 1892-001
Date: September 2021
NOV 2021 CONTACT INFORMATION
PROJECT TEAM:
VICINITY MAP
NORTH
PROJECT BENCHMARKS:
301 PARKER STREET
PROJECT TEAM:
Wrkshp, Inc.
Ralph Shields
3702 Manhattan Avenue
Fort Collins, Colorado 80526
(970) 231-7665
Parker FC, LLC
Adam Nelson
PO Box 271310
Fort Collins, Colorado 80527
(970)692-4266
Northern Engineering Services, Inc.
Frederick S. Wegert, PE
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
ARCHITECT
OWNER/APPLICANT
SITE ENGINEER
GEOTECHNICAL ENGINEER
Earth Engineering Company, Inc.
Michael J. Coley, PE
PO Box 271428
Fort Collins, Colorado 80527
(970) 775-2004
SHEET INDEX
LOT 8 AND A PORTION OF LOT 9, BLOCK 1, ALPERT SUBDIVISION, LOCATED IN THE NORTHWEST QUARTER OF SECTION 24,
TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
FIELD SURVEY BY:
Northern Engineering Services, Inc.
Bob Tessely, PLS
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
(970) 221-4158
SITE SURVEYOR
1 CS1 COVER SHEET
2 CS2 GENERAL & CONSTRUCTION NOTES
3 EX1 EXISTING CONDITIONS & DEMOLITION PLAN
4 U1 HORIZONTAL CONTROL PLAN & UTILITY PLAN
5 G1 GRADING PLAN
6 DT1 CONSTRUCTION DETAILS
FINAL CONSTRUCTION PLANS FOR
Earth Engineering Company, Inc.
Geotechnical Subsurface Exploration Letter
Building Addition
301 Parker Street
Fort Collins, Colorado
EEC Project No. 21-01-164
Date: October 6, 2021
SUBSURFACE EXPLORATION BY:
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--Rob Irish (970) 224-6167
CABLE-------------Comcast----------------------------------Don Kapperman (970) 567-0425
TELECOM.--------CenturyLink-------------------------------William Johnson (970) 377-6401
WATER------------City of Fort Collins Utilities-----------Shane Boyle (970) 221-6339
WASTEWATER--City of Fort Collins Utilities-----------Shane Boyle (970) 221-6339
STORMWATER-City of Fort Collins Utilities-----------Shane Boyle (970) 221-6339
E N G I N E E R N GI
EHTRON R N
E N G I N E E R N GI
EHTRON R N
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
PROJECT
LOCATION
PROJECT DATUM: NAVD88
NGS BENCHMARK C322
Described by Colorado State Department of Highways 1959.
The mark is located 0.75 mile south along U.S. Highways 87 and 287 from the south main
entrance to Colorado State University at Fort Collins, 47 feet west of the centerline of the highway,
set in the east end of the northwest parapet wall of a concrete bridge.
Recovery note by National Geodetic Survey 1984.
Recovered in good condition. A new description follows. 3.2 km (2.0 mi) south along U.S.
Highway 287 form its junction with State Highway 14 in Fort Collins, in the southeast end of the
northwest concrete wingwall of Bridge Number B 16 H over Spring Creek, and 8.0 meters (26.2 ft)
west of the centerline of the south bound lanes of the highway. The mark is above level with the
highway.
Recovery note by National Geodetic Survey 1984.
Addition to the 1959 description: it is in the bridge over Spring Creek within the highway
designation of--B 16 H--. It is 40.0 m (131 ft) north from Johnson Drive and 1.3 m (4.3 ft) west of
the westerly curb of College Avenue.
Elevation = 4889.40
NGS BENCHMARK T402
Described by National Geodetic Survey 1984.
In Fort Collins, at the junction of East Prospect Street and Stove Street, 38.7 meters (127.0 ft) east
of the centerline of Stover Street, 22.8 meters (74.8 ft) south of the centerline of the east bound
lanes of East Prospect Street, 15.2 meters (49.9 ft) east of the northwest corner of Barton School
and a fence, and 2.1 meters (6.9 ft) east of the center of the most westerly entrance to Barton
School. Note--Access to the datum point is through a 5-inch logo cap. The mark is above level
with Prospect Street.
Elevation = 4982.93
Please note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have
used NGVD29 Unadjusted Datum (prior City of Fort Collins Datum) for their vertical datums.
If NGVD29 Unadjusted Datum (prior City of Fort Collins Datum) is required for any purpose, the
following equation should be used:
NGVD29 Unadjusted Datum (prior City of Fort Collins Datum) = NAVD88 Datum - 3.18'
BASIS OF BEARINGS
The south line of Lots 8 and 9, Block 1, Alpert Subdivision as bearing S 89º 45' 51” W (assumed).
City of Fort Collins, CO
UTILITY PLAN APPROVAL
APPROVED:
CITY ENGINEER,APPROVED SHEETS DATE
APPROVED:
WATER & WASTEWATER UTILITY,APPROVED SHEETS DATE
APPROVED:
STORMWATER UTILITY,APPROVED SHEETS DATE
APPROVED:
PARK PLANNING & DEVELOPMENT,APPROVED SHEETS DATE
APPROVED:
TRAFFIC OPERATIONS,APPROVED SHEETS DATE
APPROVED:
ENVIRONMENTAL PLANNER,APPROVED SHEETS DATE
Sheet301 PARKER STREETThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 6
CS2 CONSTRUCTION NOTESGENERAL &2
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
A. GENERAL NOTES
1.All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer County
Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any
applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort Collins.
2.All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise.
3.These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer. Use of
these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of any work shown in
these plans.
4.The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as beneficiary of
said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins Engineer shall not relieve
the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless
and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors
and omissions contained in these plans.
5.All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specifications current
at the date of approval of the plans by the City of Fort Collins Engineer.
6.The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the
Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer
shall be responsible for unknown underground utilities.
7.The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or
grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the
respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer
to relocate all existing utilities that conflict with the proposed improvements shown on these plans.
8.The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility
crossings required.
9.If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify
the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction.
10.The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is accomplished in a
timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any disruption
of any utility service as well as the utility companies.
11.No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notification
shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be
required prior to commencement of any work.
12.The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer
should be constructed prior to installation of the water lines and dry utilities.
13.The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water Utility.
14.A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is discharged into a
storm sewer, channel, irrigation ditch or any waters of the United States.
15.The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, Water
Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan.
16.The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage
facilities shall be the responsibility of the property owner(s).
17.Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be submitted to and
approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release
of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater Utility Department at least
two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement.
18.The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether
resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the City of Fort Collins
failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development.
19.All recommendations of the Final Drainage Letter, dated Nov. 09, 2021, 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
NGS BENCHMARK C322
Described by Colorado State Department of Highways 1959.
The mark is located 0.75 mile south along U.S. Highways 87 and 287 from the south main entrance to Colorado State University at Fort Collins, 47 feet
west of the centerline of the highway, set in the east end of the northwest parapet wall of a concrete bridge.
Recovery note by National Geodetic Survey 1984.
Recovered in good condition. A new description follows. 3.2 km (2.0 mi) south along U.S. Highway 287 form its junction with State Highway 14 in Fort
Collins, in the southeast end of the northwest concrete wingwall of Bridge Number B 16 H over Spring Creek, and 8.0 meters (26.2 ft) west of the
centerline of the south bound lanes of the highway. The mark is above level with the highway.
Recovery note by National Geodetic Survey 1984.
Addition to the 1959 description: it is in the bridge over Spring Creek within the highway designation of--B 16 H--. It is 40.0 m (131 ft) north from
Johnson Drive and 1.3 m (4.3 ft) west of the westerly curb of College Avenue.
Elevation = 4889.40
NGS BENCHMARK T402
Described by National Geodetic Survey 1984.
In Fort Collins, at the junction of East Prospect Street and Stove Street, 38.7 meters (127.0 ft) east of the centerline of Stover Street, 22.8 meters (74.8
ft) south of the centerline of the east bound lanes of East Prospect Street, 15.2 meters (49.9 ft) east of the northwest corner of Barton School and a
fence, and 2.1 meters (6.9 ft) east of the center of the most westerly entrance to Barton School. Note--Access to the datum point is through a 5-inch
logo cap. The mark is above level with Prospect Street.
Elevation = 4982.93
Please note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted Datum (prior City of Fort
Collins Datum) for their vertical datums.
If NGVD29 Unadjusted Datum (prior City of Fort Collins Datum) is required for any purpose, the following equation should be used:
NGVD29 Unadjusted Datum (prior City of Fort Collins Datum) = NAVD88 Datum - 3.18'
BASIS OF BEARINGS
The south line of Lots 8 and 9, Block 1, Alpert Subdivision as bearing S 89º 45' 51” W (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.N/A
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 Final Drainage Letter, dated Nov. 09, 2021, 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.
JEFFREY JACKSON,
1702 MATHEWS STREET,
FORT COLLINS
E E E E E E
XXXEEC S
W
T GGGGGGGGGGGGGGGGGGGEEEEEEX X X X
XXXX XXXXXXXXXXXXXXXXXXXSSSSSSSSSSSSW W W W W
W W W W W W
CTV CTV CTV CTV CTV CTV
C.O.SSSSSSSSSSSSSSSSXXXXELEC
E
VAULT
ELEC VAULT
ELEC
X X X X X
SAWCUT LINE
PARKER STREET
RELOCATE "SPEED BUMP" SIGN TO
AVOID PROPOSED SIDEWALK
MICHAEL & DONNA FUNK,
315 PARKER STREET,
FORT COLLINS
ALLEY
ATN MATHEWS LLC,
1704 MATHEWS STREET,
FORT COLLINS
FR HOLDINGS LTD,
300 ALPERT AVENUE,
FORT COLLINS
PAUL COREY,
304 ALPERT AVENUE,
FORT COLLINS
ALPERT FOCO LLC,
306 ALPERT AVENUE,
FORT COLLINSMATHEWS STREETPRESERVE AND PROTECT
EXISTING HONEY LOCUST TREE
REMOVE FENCE
/////////////////////////////////////
/
///////////////////////////////REMOVE STUMP
PRESERVE & PROTECT BUILDING
LOCATED ON PROPERTY LINE
(SEE NOTE 6).
REMOVE STUMP
REMOVE STUMP
////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////REMOVE FENCE
PRESERVE AND
PROTECT FENCE
PRESERVE AND
PROTECT FENCE
PRESERVE AND
PROTECT FENCE
REMOVE UNUSED PORTION
OF EXISTING CABLE SERVICE
(SEE UTILITY PLAN)/////////REMOVE FENCE
PRESERVE AND
PROTECT FENCE
///////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////REMOVE GAS SERVICE
UNDER PROPOSED
BUILDING FOOTPRINT (RE:
ARCHITECTURAL PLANS)
EX. 3 4" WATER SERVICE
WITH METER AND CURB
STOP
EXISTING CABLE
TV SERVICE
EX. ELECTRIC
SERVICE
EX. 4" WATER MAIN
EX. PEDESTAL
EX. 6" WATER MAIN
EX. 6" SEWER MAIN
//////////////////////////////////REMOVE POST
SAWCUT AND REMOVE ASPHALT,
CURB, GUTTER, AND SIDEWALK
EX. SIDEWALK
REMOVE STUMP
REMOVE SANITARY
SERVICE UNDER PROPOSED
BUILDING FOOTPRINT (RE:
ARCHITECTURAL PLANS)
REMOVE SANITARY
CLEANOUT
/////////////////////////////////////////////////////////////////////////////////////////////////
/////EX. ELECTRIC
VAULTS
EXISTING SANITARY
SEWER SERVICE
REMOVE CONCRETE PATH
REMOVE
BUILDING
Sheet301 PARKER STREETThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 6
EX1 DEMOLITION PLANEXISTING CONDITIONS &3
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
EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING IRRIGATION BOX
EXISTING GAS METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (TO REMAIN)
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.CURB, GUTTER, AND SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT.
4.CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE
REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING, BUT NOT LIMITED
TO, SIDEWALKS, PRIVATE FENCES, BUILDINGS, AND ABOVE GROUND OR
UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, PUBLIC OR PRIVATE FACILITY OR
FEATURE AS A RESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT.
5.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT
PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY
CONSTRUCTION ITEMS.
6.EXISTING BUILDING IS LOCATED 0.05' EAST OF THE PROPERTY LINE. CONTRACTOR
TO PRESERVE AND PROTECT EXISTING BUILDING AND MATCH INTO EXISTING
ELEVATIONS AGAINST BUILDING.
7.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.
8.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
9.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING
SITE SURVEY.
EXISTING OVERHEAD UTILITY OHE OHE
( IN FEET )
010 10 20 30
1 INCH = 10 FEET
NORTH
E E E E E E
XXXEEC S
W
T GGGGGGGGGGEEEEEEXXXXXXXXXXXXXXXXXSSSSSSSSSSSSW W W W W
W W W W W W
CTV CTV CTV CTV CTV CTVSSSSSSSS
XXXXELEC
E
VAULT
ELEC VAULT
ELEC
X X X X XWSVWSVWSVWSVWSVWSVWSVWSVC.O.CTVCTVCTVCTVCTV
CTVCTVCTVCTVCTVCTVCTVCTV
E E E E E EEEEEEE
EEEEG
GG1702 MATHEWS STREET
PARKER STREET
315 PARKER STREET
ALLEY
1704 MATHEWS STREET
300 ALPERT AVENUE 304 ALPERT AVENUE 306 ALPERT AVENUE
PRESERVE & PROTECT BUILDING
LOCATED ON PROPERTY LINE
(SEE NOTE 8)
CONNECT GAS SERVICE TO BUILDING PER UTILITY
COMPANY'S SPECIFICATIONS. ATTACH METERS TO
SIDE OF BUILDING PER ARCHITECTURAL PLANS.
COORDINATE WITH UTILITY COMPANY AND THEIR
SPECIFICATIONS REGARDING ALL GAS SERVICE
WORK.
CONNECT TO EXISTING
3 4" WATER SERVICE &
METER
CONNECT TO EXISTING
CABLE TV SERVICE
EX. 4" WATER MAIN
EX. 6" WATER MAIN
EX. 6" SEWER MAIN
CONNECT TO EXISTING
ELECTRIC SERVICE
8' UTILITY
EASEMENT
CONNECT ELECTRIC SERVICE TO
EXISTING SECONDARY VAULT PER
UTILITY COMPANY'S SPECIFICATIONS.MATHEWS STREETCONNECT TO BUILDING
PER PLUMBING PLANS
CONNECT TO BUILDING PER ELECTRICAL PLANS
AND ATTACH METERS TO SIDE OF BUILDING PER
ARCHITECTURAL PLANS. COORDINATE WITH
UTILITY COMPANY AND THEIR SPECIFICATIONS
REGARDING ALL ELECTRIC WORK.
CONNECT CABLE
TV AT PEDESTAL
PROPOSED DUPLEX
PRESERVE & PROTECT
HONEY LOCUST TREE
CONNECT EXISTING
SANITARY SERVICE
PER PLUMBING PLANS
INSTALL CLEANOUT
ON EXISTING
SANITARY SERVICE
PRESERVE AND
PROTECT BUILDING
PRESERVE AND
PROTECT BUILDING
PRESERVE AND
PROTECT FENCE
PRESERVE AND
PROTECT FENCE
INSTALL ELECTRIC AND TELECOMMUNIATIONS
IN COMMON TRENCH. THERE SHALL BE
MINIMUM 6' CLEARANCE BETWEEN EDGE OF
TRENCH AND WATER SERVICE.
CONNECT TO EXISTING GAS
SERVICE PER UTILITY
COMPANY'S SPECIFICATIONS
XXXXXXXXXXXXXXXXXXXXXXXXX X X X X
1702 MATHEWS STREET
PARKER STREET
315 PARKER STREET
ALLEY
1704 MATHEWS STREET
300 ALPERT AVENUE 304 ALPERT AVENUE 306 ALPERT AVENUE
PRESERVE & PROTECT BUILDING
LOCATED ON PROPERTY LINE
(SEE NOTE 8)
PRESERVE AND
PROTECT FENCE
PRESERVE AND
PROTECT FENCE
PRESERVE AND
PROTECT FENCE
PRESERVE AND
PROTECT FENCE
8' UTILITY
EASEMENTMATHEWS STREETBIKE RACK (RE:
ARCHITECT)
19' GRAVEL
PARKING 5' CRUSHER FINE PATH5' CRUSHER FINE PATHCONCRETE STOOP
(RE: ARCHITECT)5' SIDEWALK5' SIDEWALK
4' SIDEWALK
CONCRETE STEPS WITH 3
(THREE) 6" RISERS AND 2
(TWO) 14" TREADS
SINGLE CONCRETE
STEP WITH 6" RISER
CONCRETE STEPS WITH 3
(THREE) 6" RISERS AND 2
(TWO) 14" TREADS
PROPOSED DUPLEX
RELOCATED SPEED
BUMP SIGN
SAWCUT LINE
5' CURB & SIDEWALK
TRANSITION
5' CURB &
SIDEWALK
TRANSITION
13' CURB
TRANSITION MATCH INTO EX. FLOWLINE,
ROLL-OVER CURB, GUTTER,
AND SIDWALK
END VERTICAL 6" CURB
BEGIN TRANSITION FROM 4" VERTICAL
CURB TO 6" VERTICAL CURB
MATCH INTO EXISTING FLOWLINE,
ROLL-OVER CURB, GUTTER, AND
SIDWALK
BEGIN 6" VERTICAL CURB
PRESERVE & PROTECT
HONEY LOCUST TREE
32'
46'
NORTHING: 123022.69
EASTING: 195702.03
(OUTSIDE FACE OF WALL)
NORTHING: 123022.71
EASTING: 195734.03
(OUTSIDE FACE OF WALL)
NORTHING: 122976.71
EASTING: 195734.06
(OUTSIDE FACE OF WALL)
NORTHING: 122976.69
EASTING: 195702.06
(OUTSIDE FACE OF WALL)
NORTHING: 123051.40
EASTING: 195693.36
(PROPERTY CORNER)
NORTHING: 123051.64
EASTING: 195743.23
(PROPERTY CORNER)
NORTHING: 122923.46
EASTING: 195742.58
(PROPERTY CORNER)
NORTHING: 122923.82
EASTING: 195684.28
(PROPERTY CORNER)
PRESERVE AND
PROTECT BUILDING
PRESERVE AND
PROTECT BUILDING
PRESERVE AND
PROTECT FENCE
PRESERVE AND
PROTECT FENCE
CONSTRUCT 2' WIDE VALLEY
PAN ALONG BASE OF EXISTING
FENCE
Sheet301 PARKER STREETThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 6
U1 & UTILITY PLANHORIZONTAL CONTROL PLAN4
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.REFERENCE ARCHITECTURAL PLANS FOR BUILDING LAYOUT. LAYOUT AND
DIMENSION INFORMATION SHOWN REPRESENTS OUTSIDE FACE OF WALL AND IS
SHOWN FOR INFORMATION ONLY.
3.ALL DIMENSIONS AND LINE AND CURVE INFORMATION ARE MEASURED TO CURB
FLOW LINE OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.
4.CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE LANDSCAPE
DRAWINGS FOR ALL LANDSCAPE AND SITE FEATURES SUCH AS LANDSCAPING,
LANDSCAPE ROCKS, MULCH, ETC. FOR DETAILS AND SPECIFICATIONS.
5.CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE APPROVED
ARCHITECTURAL DRAWINGS FOR ALL CONCRETE STEPS, HANDRAIL, FENCE, BIKE
RACK, CRUSHER FINES, ETC. FOR DETAILS AND SPECIFICATIONS.
6.SEE ARCHITECTURAL PLANS FOR DIMENSIONS AND DESIGN OF ALL BUILDING
CONCRETE DOOR STOOPS.
7.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING
ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING ANY
CONSTRUCTION ACTIVITIES.
8.EXISTING BUILDING IS 0.05' EAST OF PROPERTY LINE. CONTRACTOR TO PRESERVE
AND PROTECT EXISTING BUILDING AND MATCH INTO EXISTING ELEVATIONS
AGAINST BUILDING. PROPOSED GRAVEL PARKING LOT SHALL SLOPE AWAY FROM
EXISTING BUILDING AT MINIMUM 3% SLOPE.
9.LIMITS OF CONCRETE REPAIRS TO BE DETERMINED IN THE FIELD BY CITY
ENGINEERING INSPECTOR. CONCRETE TO BE REMOVED JOINT TO JOINT.
10.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 THIS PROJECT, SHALL BE REPLACED OR
RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE
PRIOR TO ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE
ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY.
11.CONCRETE SIDEWALKS SHALL BE 6-INCH MINIMUM THICKNESS UNLESS NOTED
OTHERWISE.
12.SIGN PLACEMENT SHALL BE PER THE LATEST EDITION OF MUTCD REGARDLESS OF
PLAN LOCATION.
13.THE CONTRACTOR INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND
PROTECTING ALL UNDERGROUND UTILITIES.
14.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED
VIEW OF EACH SIGN.
15.ALL WATER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS, LATEST EDITION,
EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL
BE PER CITY OF FORT COLLINS STANDARDS, EXCEPT THAT NO MECHANICAL JOINT
RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON
THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS.
16.ALL SEWER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS SANITARY
SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION.
17.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND
ARE NOT TO SCALE.
18.ALL WATERLINES SHALL HAVE A 4.5' MINIMUM AND 5.5' MAXIMUM COVER FROM
FINISHED GRADE TO TOP OF PIPE.
19.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.
20.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
21.ALL WATER SERVICES SHALL BE 3
4" TYPE-K COPPER UNLESS OTHERWISE NOTED.
22.THE PLUMBING CONTRACTOR SHALL TERMINATE UTILITY LATERALS 5' OUTSIDE OF
BUILDING UNLESS OTHERWISE NOTED. EXACT LOCATIONS (HORIZONTAL AND
VERTICAL) OF ALL UTILITY CONNECTIONS INTO THE PROPOSED BUILDING SHALL BE
COORDINATED WITH APPROVED ARCHITECTURAL DRAWINGS.
23.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.
24.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
25.THE PUBLIC RIGHT-OF-WAY SHALL NOT BE USED FOR STAGING OR STORAGE OF
MATERIALS OR EQUIPMENT ASSOCIATED WITH THE DEVELOPMENT, NOR SHALL IT
BE USED FOR PARKING BY ANY CONTRACTORS, SUBCONTRACTORS, OR OTHER
PERSONNEL WORKING FOR OR HIRED BY THE DEVELOPER TO CONSTRUCT THE
DEVELOPMENT. THE CONTRACTOR WILL NEED TO ACCOMMODATE ANY NECESSARY
ONSITE OR OFFSITE STAGING AND/OR PARKING NEEDS ASSOCIATED WITH THE
COMPLETION OF THE DEVELOPMENT.
PROPOSED SEWER SERVICE
PROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
EXISTING TELEPHONE PEDESTAL
W
SS
EXISTING CABLE CTV
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
LEGEND:
( IN FEET )
010 10 20 30
1 INCH = 10 FEET
NORTH
W
W
HORIZONTAL CONTROL PLAN UTILITY PLAN
EASEMENTS
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
EXISTING LOT LINE
EXISTING ROW
XXXXXXXXXXXXXXXXXXXXXXXXX X X X X
1702 MATHEWS STREET
315 PARKER STREET
ALLEY
1704 MATHEWS STREET
300 ALPERT AVENUE 304 ALPERT AVENUE 306 ALPERT AVENUE
PRESERVE & PROTECT BUILDING
LOCATED ON PROPERTY LINE
(SEE NOTE 7)
8.00
UTILITY
EASEMENTMATHEWS STREETPROPOSED DUPLEX
PRESERVE & PROTECT
HONEY LOCUST TREE
PRESERVE AND
PROTECT BUILDING
PRESERVE AND
PROTECT BUILDING PRESERVE AND
PROTECT FENCE
PRESERVE AND
PROTECT FENCE
PRESERVE AND
PROTECT FENCE
PRESERVE AND
PROTECT FENCE
PRESERVE AND
PROTECT FENCE
PRESERVE AND
PROTECT FENCE CRUSHER FINE PATHCRUSHER FINE PATHCONCRETE STOOP
(RE: ARCHITECT)SIDEWALKSIDEWALK
SIDEWALK
SAWCUT LINE
MATCH INTO EX. FLOWLINE,
ROLL-OVER CURB, GUTTER,
AND SIDWALKMATCH INTO EXISTING FLOWLINE,
ROLL-OVER CURB, GUTTER, AND
SIDWALK
STEPS
STEPS
FG=91.36
TF=92.0391.369
1
.
3
6
9
1
.
0
2 91.368
9
.
5
5(89.99)90.29(89.53)(90.29)90.008
9
.
1
2
(8
8
.
0
2
)(90.01)(88.34)(
9
0
.
2
1
)
MATCH INTO
EXISTING
MATCH INTO
EXISTING
MATCH INTO
EXISTING
8
8
.
8
9
F
L
8
9
.
7
8
FLGRADE FLOWLINE IN
CENTER OF ALLEY(90.47)(9
0
.
2
4
)(87.36)(90.67)(90.02)(88.80)(2.5%)(90.86)HP(90.86)H
P
1.0%0.5%(1.4%)2.0%(15.2%)(4.3%)(9
0
.
0
0
)4.7%5.7%
3.0
%
7:1
5.1%4.0%2
.
6%
4:1
4:1
3.0
%
3.6%
3.4%4.8%
3.2%
4.4%
5.7%
5.
1
%4.1%
3.
7
%3.3%11.4%5.8%9:16:1
4.9%2.8%2.8%(87.66)FL(85.87)FL3.7%
8
6
.
3
8
TBC87.99TBC86.04FL87.49F
L
8
6
.
4
6 88.082.0%2.0%87.2987.4687.5089.0087.5089.0089.7889.789
1
.
2
8 91.2891.2891.2890.6590.7091.0290.18F
L
9
0
.
6
0FL/HP9
0
.
0
7FL
89.39FL6:1
6.3%
1.9
%
7:1
3
.
6%2.0%2.0%90.70FL90.52FLCONSTRUCT 2' WIDE VALLEY
PAN ALONG BASE OF EXISTING
FENCE
4:1
GRAVEL PARKING LOT 91.36GRADE SWALE TO
DAYLIGHT AT 2%
FLOWLINE SLOPE
Sheet301 PARKER STREETThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 6
G1 GRADING PLAN5
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
LEGEND:
( IN FEET )
010 10 20 30
1 INCH = 10 FEET
NORTH
NOTES:
GRADING PLAN
EASEMENTS
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
EXISTING LOT LINE
EXISTING ROW
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 NAVD88. 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.
6.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING
ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR TO BEGINNING
ANY CONSTRUCTION ACTIVITIES.
7.EXISTING BUILDING IS 0.05' EAST OF PROPERTY LINE. CONTRACTOR TO
PRESERVE AND PROTECT EXISTING BUILDING AND MATCH INTO EXISTING
ELEVATIONS AGAINST BUILDING. PROPOSED GRAVEL PARKING LOT SHALL SLOPE
AWAY FROM EXISTING BUILDING AT MINIMUM 3% SLOPE.
8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE
DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO
ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND
FOLLOWED.
9.CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR
AREAS DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE
ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND
CONDITION (i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR SILT FENCE FOR
BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.)
10.THE SITE MUST BE SWEPT AND MAINTAINED TO PREVENT DIRT, SEDIMENT, SAW
CUTTINGS, CONCRETE WASH, TRASH & DEBRIS, LANDSCAPE MATERIALS AND
OTHER POLLUTANTS FROM ENTERING STORM SEWER AT ALL TIMES. DIRT,
DEBRIS, AND MUD FROM CONSTRUCTION ACTIVITIES SHALL NOT BE TRACKED ON
TO CITY STREETS AND ALLEYS, AND THE SITE SHALL BE CLEANED NIGHTLY OR AT
THE SUGGESTION OF THE CITY'S EROSION CONTROL INSPECTOR. IF DIRT,
DEBRIS, AND MUD FROM CONSTRUCTION ACTIVITIES IS TRACKED INTO CITY
RIGHT-OF-WAYS, THE DIRT, DEBRIS, AND MUD SHALL BE IMMEDIATELY CLEANED
UP BY THE CONTRACTOR. CITY INSPECTORS MAY REQUIRE THE INSTALLATION
OF EROSION OR SEDIMENT CONTROL MEASURES DEPENDENT ON SITE
INSPECTIONS AND/OR NEIGHBOR COMPLAINTS.
11.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING,
REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION
METHODS.
EXISTING SPOT ELEVATION
2.0%
33.43
(47.45
)
2.001.002"6" MIN.1.00EX. GROUNDEXISTING FENCE ALONGPROPERTY LINEPROPOSED VALLEY PANMATCH INTO EXISTINGGROUND AT FENCE POSTS⅊301 PARKER ST.315 PARKER ST.FINISH GROUNDSheet301 PARKER STREET These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.NOT FOR CO
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EHTRON R N
FORT COLLINS: 301 North Howes Street, Suite 100, 80521
GREELEY: 820 8th Street, 80631
970.221.4158
northernengineering.comof XXDT1CONSTRUCTION DETAILS6 Max. Sign Panel1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loosefrom the post when hit by a vehicle.2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground.Cross section of post3" - 6" ABOVE GRADE2 1/4" Anchor3. Signs larger than 36 inches in length or width require wind bracing and special post design.NOTES:4. Anchor Stub and post are square steel tube (perforated).Anchor/StubPost SizeCRITERIA FOR SINGLE POST36" x 36"2.25" x 2.25" x 3'-0"2" x 2" x 12'-0"5. All "No Parking" signs shall be installed at 45° from Flow Line.**2" x 2" x 10' OR 12'12 GAUGE TELESPAR POST(22F12A31)7'-0" MIN. CLEARANCE2' - 3'FROM FStreet CurbSee Figure 16-1SWSAMPLEAVE2400R1-1 "STOP" SIGN 30" HIGH DENSITY/DIAMONDGRADE. SIGN MOUNTED TO POST WITH 1 EACHDRIVE RIVET WITH NYLON WASHER AGAINST SIGNFACE (ON TOP OF THE SIGN). THE BOTTOM OF THESIGN SHALL BE MOUNTED WITH 1 EACH5/16"x2-1/2" HEW BOLT WITH METAL AND FROMNYLON WASHERS (NYLON WASHER AGAINST SIGNFACE) AND SECURED WITH 1 EACH 5/16" HEX NUTON THE BACK SIDE OF POST.L2-1/4" x 2-1/4" x 3'ANCHOR/STUB2 EACH 8" BLADESMOUNTED TO POSTWITH 4 EACH DRIVERIVETS WITHNYLON WASHERS*12 Gauge30"8"8"PLAN VIEWCROSS VIEW45 ELBOWSERVICE WYE8 IN. PVC SEWER PIPECOMPACTED GRANULAR MATERIALAIR-TIGHT PLUG WITH4 IN. X 4 IN. MARKERUNYIELDING PIPE BEDDINGOF COMPACTED ROCK OR LEAN CONCRETE PVC SEWER PIPENOTE: WYE CONNECTION NOTALLOWED ON VCP LEAN CONCRETE o20 MIN.o45 MAX.oTRENCHUNYIELDING PIPE BEDDINGOF COMPACTED ROCK OR4 IN. X 4 IN.MARKERAIR-TIGHT PLUGSERVICE WYE DETAILWW-9FLOW DIRECTIONTRAFFIC RATED CLEANOUTWW-15VALLEY PAN101ATTACHED SIDEWALK DETAILSlope sidewalk to curb 1/4" per foot.NOTE: Construct sidewalk with joints at 10' intervalsR 1/8"WEAKENED PLANE JOINTEXPANSION JOINTR1/4"and aligned with scoring on curb.INSTALL IN LOCATIONS SPECIFIEDIN CHAPTER 221/2"1/4"1/4 SLAB THICKNESS1/4"1/2" ExpansionJoint materialDETACHED SIDEWALK DETAILVariableLandscapingSlope sidewalk to curb 1/4" per foot.2' min.Slope: Minumum 14"/ft Maximum 3"/ft