HomeMy WebLinkAboutSTANFORD SENIOR LIVING - FDP210017 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSHORSETOOTH ROAD STANFORD ROADS. COLLEGE DRIVELANDINGS DRIVEJOHN F. KENNEDY PKWY.STOVER ROADE. MO
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SheetSTANFORD SENIOR LIVINGThese 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 18
JULY 14TH, 2021
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:
PROJECT
LOCATION
VICINITY MAP
NORTH
NORTHERN ENGINEERING SERVICES, INC
NE PROJECT NO. 1530-002
DATE: NOVEMBER 3, 2020
ORIGINAL FIELD SURVEY BY:
SHEET INDEX
FINAL UTILITY PLANS FOR
STANFORD SENIOR LIVING
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
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A TRACT OF LAND LOCATED IN THE SOUTHWEST QUARTER SECTION 25,
TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER
01 CS1 COVER SHEET
02 CS2 GENERAL NOTES
03 EX1 EXISTING CONDITIONS AND DEMOLITION PLAN
04 HC1 HORIZONTAL CONTROL PLAN
05 U1 UTILITY PLAN
06 ST1 STORM LINE A PLAN AND PROFILE
07 ST2 STORM LINE A4 PLAN AND PROFILE
08 SS1 SANITARY SERVICE PLAN AND PROFILE
09 G1 GRADING PLAN
10 G2 DETAIL GRADING PLAN
11 SUB1 SUBGRADE PLAN
12-15 DTL1-DTL4 DETAILS
16 EROS1 EROSION CONTROL PLAN
17 EROS2 EROSION CONTROL DETAILS
18 DR1 DRAINAGE EXHIBIT
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
NORTHERN ENGINEERING SERVICES, INC.
BLAINE MATHISEN, PE
301 NORTH HOWES STREET, SUITE 100
FORT COLLINS, CO 80524
(970) 221-4158
BUILDING ARCHITECT
CIVIL ENGINEER
OWNER/APPLICANT
VFLA
BOLIN EVANS
419 CANYON AVENUE, SUITE 200
FORT COLLINS, CO 80521
(970) 224-1191
UNITED PROPERTIES
MATT OERMANN
1331 17TH STREET
DENVER, CO 80202
(720) 898-5889
NORTHERN ENGINEERING SERVICES, INC.
BOB TESSELY, PLS
301 NORTH HOWES STREET, SUITE 100
FORT COLLINS, CO 80524
(970) 221-4158
SURVEYOR
RIPLEY DESIGN, INC
STEPHANIE HANSEN, PLA
419 CANYON AVENUE, SUITE 200
FORT COLLINS, CO 80521
(970) 224-5828
LANDSCAPE ARCHITECT
EARTH ENGINEERING COMPANY, INC.
DAVID RICHER, PE
4396 GREENFIELD DRIVE
WINDSOR, COLORADO 80550
(970) 545-3908
GEOTECHNICAL ENGINEER
CONTACT INFORMATION
PROJECT TEAM:
CS1 COVER SHEET01
PROJECT DATUM: NAVD 88
BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 7-13
NORTHWEST CORNER OF HORSETOOTH RD. AND STOVER ST., ON A CONCRETE TRAFFIC SIGNAL
BASE.
ELEVATION: 5005.69
BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 3-03
SOUTHWEST CORNER OF EAST HORSETOOTH ROAD AND LEMAY AVENUE AT THE NORTH
ENTRANCE TO WARREN PARK, ON A SIGNAL POLE BASE.
ELEVATION: 4988.82
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 - 3.19.
BASIS OF BEARINGS
THE BASIS OF BEARINGS IS THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SECTION 25-7-69
AS BEARING SOUTH 89°52'33" EAST
PROJECT BENCHMARKS:
GAS-----------------Xcel Energy-----------------------------Stephanie Rich (970) 225-7828
ELECTRIC--------City of Fort Collins Light & Power-- Rob Irish (970) 224-6167
CABLE-------------Xfinity--------------------------------------Don Kapperman (970) 567-0245
TELECOM.--------Centurylink-------------------------------Bill Johnson (970) 490-7501
WATER------------City of Fort Collins Utilities-----------Shane Boyle (970) 221-6339
WASTEWATER-City of Fort Collins Utilities-----------Shane Boyle (970) 221-6339
STORMWATER-City of Fort Collins Utilities-----------Shane Boyle (970) 221-6339
UTILITY CONTACT LIST: *
UTILITY COMPANY
* This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for
the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for
locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of
Colorado (UNCC) at 811 for additional information.
PHONE NUMBER
** The underground utility locates are based upon the best available information at the time of locating.
Contractor acknowledges that it is common for underground facility owner maps to have errors and omissions of
data shown. Consequently, it is the Contractor's sole responsibility to field verify the location of all utilities prior
to construction, and notify the Engineer of any discrepancies found.
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
SheetSTANFORD SENIOR LIVINGThese 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 18
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
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CS2 GENERAL NOTES02
A. GENERAL NOTES
1.All materials, workmanship, and construction of ppublic 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 Report for Stanford Senior Living dated 07/14/2021 by Northern Engineering Services, Inc., 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's 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 City of Fort Collins 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
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 Larimer County.
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: NAVD 88
BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 7-13
NORTHWEST CORNER OF HORSETOOTH RD. AND STOVER ST., ON A CONCRETE TRAFFIC SIGNAL BASE.
ELEVATION: 5005.69
BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 3-03
SOUTHWEST CORNER OF EAST HORSETOOTH ROAD AND LEMAY AVENUE AT THE NORTH ENTRANCE TO WARREN PARK, ON A
SIGNAL POLE BASE.
ELEVATION: 4988.82
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 - 3.19.
BASIS OF BEARINGS
THE BASIS OF BEARINGS IS THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SECTION 25-7-69 AS BEARING SOUTH 89°52'33"
EAST
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: 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.See separate Stormwater Management Plan / Erosion Control Report for STANFORD SENIOR LIVING dated 07/14/2021 by Northern
Engineering Services, Inc., shall be followed and implemented for additional information.
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 Report for Stanford Senior Living dated 07/14/2021 by Northern Engineering Services, Inc., 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 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 box and tracer
wire test lid per City Water Detail 25.
F. Infill and Redevelopment Notes
1.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.
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GGEEMONROE DRIVE
(PRIVATE ROAD)STANFORD ROAD±1,850 SQ. FT.
OF GRAVEL ROAD
(TO BE REMOVED)
±1,800 SQ. FT.
OF GRAVEL ROAD
(TO BE REMOVED)
±1,740 SQ. FT.
OF SIDEWALK
(TO BE REMOVED)
±240 SQ. FT.
OF SIDEWALK
(TO BE REMOVED)//////////
/
///////////////
/
///////////////
/
//////////////////////////////////////
±147 FT. VERTICAL
CURB AND GUTTER
(TO BE REMOVED)
±35 FT. VERTICAL
CURB AND GUTTER
(TO BE REMOVED)
EXISTING FIRE HYDRANT
(TO BE REPLACED)
3' UTILITY EASEMENT
BK. 2181 PG. 1262
20' STORM SEWER
EASEMENT
REC. NO. 20110055271
20' STORM EASEMENT
REC. NO. 86030654
±8,715 SQ. FT.
OF ASPHALT
(TO BE REMOVED
AND REPLACED)
EXISTING FIRE HYDRANT
(TO REMAIN)
PORTION OF LOT 3 STRACHAN
SUBDIVISION THIRD FILING
REC. NO. 20190052896
EXISTING 24" VERTICAL
CURB AND GUTTER
(TO REMAIN)
EXISTING 18" VERTICAL
CURB AND GUTTER (TYP.)
(TO REMAIN)
EXISTING STOP SIGN
(TO REMAIN)
8' UTILITY EASEMENT PER
STRACHAN 3RD FILING
(TO BE VACATED)
EXISTING
HC PARKING SIGN (4)
EX SAN MH 1
RIM = 5011.12
INV. IN = 5000.00 (W)
INV. IN = 5000.20 (NW)
INV. OUT = 4999.92 (E)
EXISTING 36" RCP
E
X
I
S
T
I
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3
6
"
R
C
P
EX STRM MH 1
RIM = 5009.54
INV. IN = 5002.30 (W)
INV. IN = 5002.55 (N)
INV. IN = 5002.77 (NW)
INV. OUT = 5022.27 (SE)
EXISTING STORM STRUCTURE
PER STRACHAN 3RD FILING
EXISTING
30"X36" HERCP
EX STRM MH 2
RIM = 5005.30
BTM BOX = 5002.21
EXISTING 30" VERTICAL
CURB AND GUTTER
EXISTING
WATER METER
FOR ADJACENT
PROPERTY
SAW CUT
EXISTING 10'
UTILITY
EASEMENT
EX SAN MH 2
RIM = 5003.42
INV. IN = 4998.83 (W)
INV. OUT = 4998.66 (E)
EXIS
T
I
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8
"
P
V
C
EXISTING 8" PVC
EXI
S
T
I
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8
"
P
V
C
20' SANITARY SEWER
EASEMENT
BK. 1808 PG. 779
HORSETOOTH ROAD
8' UTILITY EASEMENT
PER STRACHAN 3RD FILING
20' STORM EASEMENT
REC. NO. 86030654
PORTION OF LOT 3 STRACHAN
SUBDIVISION THIRD FILING
REC. NO. 20180064205
UNPLATTED
REC. NO.
2015002744
EXISTING 8" WATERLINE
EX
I
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T
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7
8
'
R
.
O
.
W
EXISTING 30" VERTICAL
CURB AND GUTTER
(TO REMAIN)
EXISTING 12" WATERLINE
8' UTILITY EASEMENT PER
STRACHAN 3RD FILING
±9,960 SQ. FT. OF ASPHALT TO BE REMOVED
AND REPLACED FOR STORMTECH
CHAMBERS. ALL DAMAGED STRIPING
SHALL BE REPLACED.
±860 SQ. FT. OF ASPHALT TO BE REMOVED
AND REPLACED FOR PROPOSED STORM DRAIN.
ALL DAMAGED STRIPING SHALL BE REPLACED.
REPLACE AND REPAIR ANY
CURB AND GUTTER THAT IS
DAMAGED DURING THE INSTALLATION
OF THE PROPOSED STORM DRAIN.
EX SAN MH 3
RIM = 5019.24
INV. IN = 5010.84 (S)
INV. OUT = 5010.79 (W)
EXISTING 30" VERTICAL
CURB AND GUTTER
(TO REMAIN)
EXISTING TREES TO
BE PROTECTED IN PLACE (TYP.)
EXISTING TREES TO
BE PROTECTED IN PLACE (TYP.)
EXISTING TREES TO
BE PROTECTED IN PLACE (TYP.)
EXISTING TREES TO
BE PROTECTED IN PLACE (TYP.)
TRACT J
FOOTHILLS MALL
REDEVELOPMENT SUB.
FILING NO. 3
LOT 6
FOOTHILLS MALL
REDEVELOPMENT SUB.
LOT 2 PRIVATE ROAD
REC.NO. 88042989 &
PORTION OF PARCEL 1
EXISTING UTILITY
EASEMENT
EXISTING
UTILITY
EASEMENT
20' UTILITY EASEMENT
BK. 2181 PG. 1262
ACCESS EASEMENT
REC. NO. 20120082646
ACCESS EASEMENT
REC. NO. 20120082646
EXISTING FLUSH MOUNTED
ELECTRIC VAULT
(TO BE RELOCATED)
EXISTING
CABLE BOX
(TO BE RELOCATED)///////////±25 FT. OF FIBER
OPTIC
(TO BE RELOCATED)
EXISTING
ELECTRIC
VAULT
(TO REMAIN)
EXISTING ELECTRIC CABINET
(TO BE RELOCATED AND CONVERTED
TO FLUSH MOUNTED VAULT)
EXISTING ELECTRIC CABINET
(TO BE RELOCATED AND CONVERTED
TO FLUSH MOUNTED VAULT)
±140 LF OF EXISTING
PRIVATE ELECTRIC
LINE TO BE REMOVED
AND RELOCATED
±135 LF OF EXISTING
CITY OF FORT COLLINS
ELECTRIC LINE
TO BE REMOVED
AND RELOCATED
±135 LF OF EXISTING
TELECOM LINE TO BE REMOVED
AND RELOCATED
///////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
±15 LF OF EXISTING
CITY OF FORT COLLINS
ELECTRIC LINE
TO BE REMOVED
AND RELOCATED
EXISTING PRIVATE
STREET LIGHT
TO BE RELOCATED
EX1 DEMOLITION PLANEXISTING CONDITIONS &03
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
0
1 INCH = 40 FEET
40 40 80 120
SheetSTANFORD SENIOR LIVINGThese 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 18
EXISTING ELECTRIC E
LEGEND:
G
T
EXISTING STORM SEWER ST
EXISTING TELEPHONE
EXISTING GAS
EXISTING WATER METER
EXISTING TELEPHONE PEDESTAL
EXISTING TREES (TO REMAIN)
FIELD SURVEY BY:
SUBSURFACE EXPLORATION BY:
NOTES:
EXISTING SANITARY SEWER SS
EXISTING WATER W
EXISTING FIRE HYDRANT
EXISTING ELECTRIC VAULT
PROJECT BOUNDARY
EXISTING RIGHT-OF-WAY
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
VAULT
ELEC
EXISTING CONCRETE (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 DAMAGED CURB AND GUTTER MUST BE REPAIRED/REPLACED PER CITY OF FORT
COLLINS STANDARDS.
7.REMOVING THE EXISTING SIDEWALK ALONG STANFORD ROAD MAY CAUSE
EXCESSIVE DAMAGE TO THE EXISTING VERTICAL CURB ALONG THE WEST SIDE OF
STANFORD ROAD. CONTRACTOR TO ASSES DAMAGES AFTER REMOVAL OF WALK
AND REPAIR/REPLACE ALL DAMAGED CURB PER CITY OF FORT COLLINS STANDARDS.
NORTHERN ENGINEERING SERVICES, INC.
DATE: 11/03/2020
PROJECT NUMBER: 1530-002
EARTH ENGINEERING CONSULTANTS, LLC
"GEOTECHNICAL SUBSURFACE EXPLORATION REPORT
THE STANFORD - SENOR LIVING FACILITY"
DATE: 05/01/2020
EEC PROJECT NUMBER: 1202023
W
EXISTING STREET LIGHT
EXISTING TREES (TO BE REMOVED)
EXISTING ASPHALT (TO BE REMOVED)
EXISTING GRAVEL (TO BE REMOVED)
G
VAULT
ELEC
D
D
VAULT
F.O.
2
2
4
2
T
5
1
1
MONROE DRIVE
(PRIVATE ROAD)STANFORD ROADR40'
R5'
R26'
R25'
R20'
R15'
R15'
R15'
R17'
R10'
18' -
CURB CUT
CURB CUT
N:113527.73
E:196568.25
N:113573.59
E:196614.31
N:113602.55
E:196585.48
N:113716.11
E:196634.77
N:113811.18
E:196540.21
N:113816.64
E:196453.01
N:113784.52
E:196403.17
N:113826.04
E:196354.29
N:113761.64
E:196335.38
N:113635.37
E:196453.05
N:113597.12
E:196491.13
25' -
DD
3
T
30' -
EXISTING 6' PAN
6
S
S
D
D
SS
SWALE EXISTING 30" VERTICAL
CURB AND GUTTER
EXISTING 18" VERTICAL
CURB AND GUTTER
SAWCUT
SAWCUT
EXISTING 30" VERTICAL
CURB AND GUTTER
EXISTING 24" VERTICAL
CURB AND GUTTER
30' -
6'
S
I
D
E
W
A
L
K 5' SIDEWALK6'
S
ID
EW
A
L
K
6'
S
I
D
EW
A
L
K 5' SIDEWALKEXISTING 30" VERTICAL
CURB AND GUTTER
5'
S
ID
EW
A
L
K
EXISTING 6.5' SIDEWALK
GARBAGE TRUCK
PULL-IN
EXI
S
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.
5
'
S
I
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A
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K
SEE COURTYARD DESIGN
BY RIPLEY DESIGN, INC.
FOR ADDITIONAL
INFORMATION.
SEE COUTYARD DESIGN
BY RIPLEY DESIGN, INC.
FOR ADDITIONAL
INFORMATION.
53.4' CUSTOM BACK
OF CURB SEE
SHEET G1 FOR B.O.C
ELEVATIONS
PROPOSED 13'
UTILITY
EASEMENT
20' UTILITY
EASEMENT
BK. 2181 PG. 1262
EXISTING 10'
UTILITY
EASEMENT
ACCESS EASEMENT
REC. NO. 20120082646
14.91' ACCESS EASEMENT
REC. NO. 20120082646
3' UTILITY EASEMENT
BK. 2181 PG. 1262
20' STORM SEWER
EASEMENT
REC. NO. 20110055271
20' SANITARY SEWER
EASEMENT
BK. 1808 PG. 779
8' UTILITY EASEMENT PER
STRACHAN 3RD FILING
20' STORM EASEMENT
REC. NO. 86030654
9' UTILITY EASEMENT
EXI
S
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7
8
'
R
.
O
.
W
WIDTH VARIES FOR R.O.W
(REFER TO PLAT FOR
ADDITIONAL INFORMATION)
PROPOSED ADDITIONAL
R.O.W TO BE DEDICATED
(WIDTH VARIES)
S
16' (TYP.)
9' (TYP.)
9' (TYP.)
18' (TYP.)
PORTION OF LOT 3 STRACHAN
SUBDIVISION THIRD FILING
REC. NO. 20190052896
PORTION OF LOT 3 STRACHAN
SUBDIVISION THIRD FILING
REC. NO. 20180064205
TRACT J
FOOTHILLS MALL
REDEVELOPMENT SUB.
FILING NO. 3
LOT 6
FOOTHILLS MALL
REDEVELOPMENT SUB.
LOT 2 PRIVATE ROAD
REC.NO. 88042989 &
PORTION OF PARCEL 1
EXISTING UTILITY
EASEMENT
EXISTING UTILITY
EASEMENT
R5'
R10'
R5'
R26'
R40'
R5'
PROPOSED CORNER
RAMP (SEE SHEET G1
FOR ADDITIONAL
INFORMATION)
PROPOSED
EMERGENCY
ACCESS
EASEMENT
PROPOSED
DRAINAGE
EASEMENT
PROPOSED 23.75'
EMERGENCY
ACCESS EASEMENT
PROPOSED 11'
EMERGENCY
ACCESS EASEMENT
PROPOSED 15'
EMERGENCY
ACCESS
EASEMENT
PROPOSED 12.5'
EMERGENCY
ACCESS EASEMENT
PROPOSED 33.5'
EMERGENCY
ACCESS EASEMENT
PROPOSED
EMERGENCY
ACCESS
EASEMENT
TRASH ENCLOSURE
(SEE PLANS BY
ARCHITECT FOR
ADDITIONAL
INFORMATION)5' SIDEWALK
C
18'
R20'
R310'
N:113811.24
E:196515.23
N:113816.50
E:196515.24
N:113811.38
E:196453.00
N:113811.40
E:196442.06
N:113624.50
E:196601.67N:113621.56
E:196604.59
N:113657.32
E:196634.64
BUILDING
OVERHANG
BUILDING
OVERHANG
PROPOSED 9'
UTILITY
EASEMENT
PROPOSED UTILITY
EASEMENT
WIDTH VARIES
BOLLARD/LIGHT (TYP.)
(SEE LANDSCAPE
PLANS FOR ADDITIONAL
INFORMATION)
PORTE-COCHERE
COLUMN
(SEE PLANS BY
ARCHITECT)
N:113682.83
E:196413.23
N:113700.07
E:196396.06
N:113784.39
E:196414.93
N:113806.92
E:196380.87
N:113768.24
E:196329.41
N:113779.53
E:196340.75
N:113793.05
E:196344.30
N:113805.15
E:196332.26
CROSSWALK
STRIPING (TYP.)
ADA STRIPED
PEDESTRIAN
WALKWAY
MONUMENT SIGN
(SEE ARCHITECT
PLANS)
SheetSTANFORD SENIOR LIVINGThese 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 18
HC1 HORIZONTAL CONTROL PLAN04
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
T
S
D
B
C
1
2
3
4
6
18" VERTICAL INFLOW CURB & GUTTER
PROPOSED LITE DUTY ASPHALT
CURB TRANSITION
1.CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF WALK.
2.ATTACHED WALK WIDTHS ARE FROM FLOWLINE.
3.SINGLE POINT CURB TRANSITIONS ARE 6'.
4.SIGN PLACEMENT SHALL BE PER THE LATEST EDITION OF MUTCD REGARDLESS OF
PLAN LOCATION.
5.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
6.PRIOR TO FINAL DESIGN A PAVEMENT INVESTIGATION WILL DETERMINE IF THE
EXISTING ASPHALT IN THE PARKING LOT NEEDS TO BE COMPLETELY REPLACED.
PRELIMINARY DESIGN IS SHOWING ONLY AREAS IMPACTED BY STORM AND SEWER
INFRASTRUCTURE TO BE REMOVED AND REPLACED.
7.ALL STRIPING THAT IS DAMAGED DURING THE INSTALLATION OF THE STORMTECH
CHAMBERS SHALL BE REPLACED PER CURRENT CITY OF FORT COLLINS
STANDARDS.
18" VERTICAL OUTFALL CURB & GUTTER
STANDARD ACCESS RAMP
DIRECTIONAL ACCESS RAMP
BI-DIRECTIONAL ACCESS RAMP
24" VERTICAL INFLOW CURB & GUTTER
24" VERTICAL OUTFALL CURB & GUTTER
CORNER ACCESS RAMP
EASEMENTS
NOTES:
PROPOSED INFLOW CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED OUTFALL CURB & GUTTER
LEGEND:
PROPOSED LOT LINE
EXISTING ROW
FLUSH CURB
PROPOSED CONCRETE
PROPOSED HEAVY DUTY ASPHALT
530" VERTICAL INFLOW CURB & GUTTER
FOFOFOFOFOFOFOFOFOFOFOFOSS
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VAULT
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SS
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SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
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O
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FO
FO
FO
FO
FO
FO
FO
FO FO FO FO FO FO FO FO
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F
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CSFTFS
VAULTCABLEVAULTELECELECVAULTVAULTELECWUDUDMONITORING
W
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CABI
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E
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G
20' UTILITY
EASEMENT
BK. 2181 PG. 1262
EXISTING 10'
UTILITY
EASEMENT
ACCESS EASEMENT
REC. NO. 20120082646
14.91' ACCESS EASEMENT
REC. NO. 20120082646
SAND-OIL
SEPARATOR
EXISTING 8" PVC
WATER LINE
ELECTRIC
SERVICE
EXISTING
PRIVATE
ELECTRIC
LINE
EXISTING FIBER-OPTIC
EXISTING
TELECOM
EXISTING
PRIVATE
STREET
LIGHT (TYP.)
GAS METER
3' UTILITY EASEMENT
BK. 2181 PG. 1262
20' STORM SEWER
EASEMENT
REC. NO. 20110055271
EX SAN MH 1
RIM = 5011.12
INV. IN = 5000.00 (W)
INV. IN = 5000.20 (NW)
INV. OUT = 4999.92 (E)
E
X
I
S
T
I
NG
3
6
"
R
C
P
EX STRM MH 1
RIM = 5009.54
INV. IN = 5002.30 (W)
INV. IN = 5002.55 (N)
INV. IN = 5002.77 (NW)
INV. OUT = 5022.27 (SE)
EXISTING
WATER METER
EX SAN MH 2
RIM = 5003.42
INV. IN = 4998.83 (W)
INV. OUT = 4998.66 (E)
EXISTING 8" PVC
EXI
S
T
I
N
G
8
"
P
V
C
20' SANITARY SEWER
EASEMENT
BK. 1808 PG. 779
8' UTILITY EASEMENT PER
STRACHAN 3RD FILING
PROPOSED
STORM
MANHOLE
20' STORM EASEMENT
REC. NO. 86030654
PROPOSED
SANITARY
SEWER
MANHOLE
PROPOSED
9' UTILITY
EASEMENT
GAS SERVICE CONNECTION
N:113557.25
E:196719.87
GAS LINE
(TO BE BORED UNDER
STANFORD ROAD)
EXISTING GAS LINE
EXISTING
ELECTRIC LINE
EXISTING 12" PVC
WATER LINE
EXISTING FIBER
OPTIC LINE
MONROE DRIVE
(PRIVATE ROAD)STANFORD ROAD2 ISOLATOR ROWS
(22 MC-3500
STORMTECH
CHAMBERS)
EXISTING
FIRE HYDRANT
NEW FIRE HYDRANTPORTION OF LOT 3 STRACHAN
SUBDIVISION THIRD FILING
REC. NO. 20190052896
PORTION OF LOT 3 STRACHAN
SUBDIVISION THIRD FILING
REC. NO. 20180064205
TRACT J
FOOTHILLS MALL
REDEVELOPMENT SUB.
FILING NO. 3
LOT 6
FOOTHILLS MALL
REDEVELOPMENT SUB.
LOT 2 PRIVATE ROAD
REC.NO. 88042989 &
PORTION OF PARCEL 1
RELOCATED
FLUSH MOUNTED
ELECTRIC VAULT
RELOCATED CABLE
VAULT
TRANSFORMER
PROPOSED
DRAINAGE
EASEMENT
PROPOSED 10'
DRAINAGE
EASEMENT
CONNECTION
CABINET
CONVERT EXISTING
ELECTRIC CABINET TO
A FLUSH MOUNTED
ELECTRIC VAULT
CONVERT EXISTING
ELECTRIC CABINET TO
A FLUSH MOUNTED
ELECTRIC VAULT
±25 LF OF RELOCATED
ELECTRIC CONDUIT
EXISTING 6'
UTILITY
EASEMENT
PROPOSED 11'
EMERGENCY
ACCESS EASEMENT
RELOCATED
PRIVATE
STREET LIGHT
SANITARY SERVICE
SEE SHEET SS1
STORM LINE A
SEE SHEET ST1
±140 LF OF
RELOCATED
PRIVATE ELECTRIC
LINE
±135 LF OF RELOCATED
CITY OF FORT COLLINS
ELECTRIC LINE
±135 LF OF RELOCATED
TELECOM LINE
EXISTING CITY OF
FORT COLLINS
ELECTRIC LINE
PROPOSED UTILITY
EASEMENT
WIDTH VARIES
PROPOSED UTILITY
EASEMENT
WIDTH VARIES
PROPOSED
EMERGENCY
ACCESS EASEMENT
WIDTH VARIES
PROPOSED 9'
UTILITY
EASEMENT
STORMTECH CHAMBERS
SEE SHEET SUB1
STORM LINE A
SEE SHEET ST1
GREASE
INTERCEPTOREXISTING 8" PVCEX SAN MH 3
RIM = 5019.24
INV. IN = 5010.84 (S)
INV. OUT = 5010.79 (W)
RD CONNECT A4.10.1
INV. OUT=5016.38 (NW)
FG=5020.29
27.86 LF
8" HDPE
@ 5.00%
31.00 LF 8" HDPE @ 5.00%
RD CONNECT A4.10.2
INV. OUT=5016.53 (W)
FG=5019.46
RD CONNCET A4.8.1
INV. OUT=5012.99 (NW)
FG=5020.85
40.18 LF
8" HDPE
@ 5.00%
RD CONNECT A6.1
INV. OUT=5006.04 (SW)
FG=5011.08
28.23 LF 8" HDPE @ 5.00%
35.75 LF 15" HDPE @ 2.00%
INLET A7.1
INV. OUT=5005.67 (N)
FG=5008.20
10.42 LF
8" HDPE
@ 5.00%
RD CONNECT A8.1
INV. OUT=5005.85 (SE)
FG=5011.80
RD CONNECT A9.1
INV. OUT=5009.26 (E)
FG=5014.71 42.27 L
F
8" HDP
E
@ 5.00
%
COURTYARD CONNECT A10.1
INV. OUT=5009.86 (E)
FG=5015.74
34.65 L
F
8" HDP
E
@ 5.00
%
RD CONNECT A11.1
INV. OUT=5010.28 (E)
FG=5015.03
19.81 L
F
8" HDP
E
@ 5.00
%
RD CONNECT A13.1
INV. OUT=5011.31 (E)
FG=5017.09
9.10 LF
8" HDPE
@ 2.00%
MATCHLINE - SEE THIS SHEET
STORM LINE A.4
SEE SHEET ST2
MATCHLINE - SEE SHEET G2
MATCHLINE - SEE SHEET G2MATCHLINE - SEE SHEET G2MATCHLINE - SEE SHEET G2
MATCHLINE - SEE SHEET G2
MATCHLINE - SEE SHEET G2MATCHLINE - SEE SHEET G2EEE
WWWH YDFW12.89 LF 3" DIP
S44°09'06"W
33.57 LF 3" DIP
N00°50'54"W
37.83 LF 3" DIP
N45°50'54"W
27.01 LF 3" DIP
N45°07'42"E
43.49 LF 3" DIP
N44°52'18"W
2.00 LF 3" DIP
N44°09'06"E
13.92 LF 6" PVC
N45°07'42"E
7.01 LF 6" PVC
N00°21'36"W
28.98 LF 6" PVC
N45°50'54"W
43.02 LF 6" PVC
N00°50'54"W
16.20 LF 6" PVC
N44°09'06"E
8"X4" TAP
w/ 3" REDUCER (N) & 3" G.V. (N)
N:113634.30
E:196370.42
8"X6" TEE
w/ 6" G.V. (N) & T.B.
N:113628.73
E:196376.16
3" METER PIT
N:113681.72
E:196374.15
PROPOSED 13' UTILITY
EASEMENT
90° BEND
90° BEND
45° BEND
45° BEND
45° BEND
45° BEND
45° BEND
90° BEND
WATER LINE
LOWERING
FIRE LINE LOWERING RD CONNECT A4.5.1
INV. OUT=5007.97 (SW)
FG=5011.43
10.44 LF 8" HDPE @ 5.00%
45° BEND
STORM LINE A.4
SEE SHEET ST2
U1 UTILITY PLAN05
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
NOTES:
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
PROPOSED GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
EXISTING STREET LIGHT
W
SS
EXISTING LOT LINE
EXISTING ROW
EXISTING CABLE CTV
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
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER AND SANITARY SEWER CONSTRUCTION SHALL BE PER THE CITY OF
FORT COLLINS CONSTRUCTION STANDARDS, LATEST EDITION.
3.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
4.ALL WATER FITTINGS, VALVES, AND OTHER UTILITY APPURTENANCES ARE ONLY
GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
5.ALL EXISTING SANITARY SEWER SERVICES ARE APPROXIMATE AND SHALL BE FIELD
VERIFIED PRIOR TO CONSTRUCTION. ALL SEWER SERVICES TO BE UNUSED SHALL
BE ABANDONED AT THE MAIN AND COORDINATED WITH FORT COLLINS UTILITIES
(970-221-6700).
6.ALL EXISTING WATER SERVICES ARE APPROXIMATE AND SHALL BE FIELD VERIFIED
PRIOR TO CONSTRUCTION. ALL SEWER SERVICES TO THE UNUSED SHALL BE
ABANDONED AT THE MAIN AND COORDINATED WITH FORT COLLINS UTILITIES
(970-221-6700)
7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
8.CONTRACTOR IS RESPONSIBLE FOR ALL THE REPAIRS AND REPLACEMENTS OF ANY
DAMAGED CURB AND GUTTER. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY
STREET REPAIR STANDARDS.
9.ALL STORM DRAINS AND ALL STORMTECH CHAMBERS SHALL BE PRIVATELY OWNED
AND MAINTAINED.
10.MAINTAIN 10 FEET HORIZONTAL AND 18 INCHES VERTICAL SEPARATION BETWEEN
ALL SANITARY SEWER MAINS, WATER MAINS AND SERVICES.
11.STORMTECH CHAMBERS SUBGRADE DESIGN WILL BE PROVIDED AT FINAL.
12.SANITARY SERVICE PROFILE AND STORM DRAIN PROFILES WILL BE PROVIDED AT
FINAL.
13.ROOF LEADER AND COURTYARD STORM DRAIN CONNECTIONS WILL BE FULLY
VETTED AND DESIGNED AT FINAL.
14.ALL PROPOSED STORM SEWERS AND STORMTECH CHAMBERS ARE TO BE
PRIVATELY OWNED AND MAINTAINED.
FDC
FPROPOSED FIRE SERVICE
EXISTING TELEPHONE PEDESTAL
PROPOSED FIRE DEPARTMENT CONNECTION
PROPOSED GAS METER LOCATION
UDPROPOSED UNDERDRAIN
GEXISTING GAS
EPROPOSED ELECTRIC
EEXISTING ELECTRIC
SheetSTANFORD SENIOR LIVINGThese 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 18
( IN FEET )
0
1 INCH = 10 FEET
10 10
SFDCSFTFSVAULT
CABLE
VAULT
ELEC
ELEC
VAULT
VAULT
ELECWUDMONITORING WELL
TRAFFIC RATED EEEECABINETTTEGGEEEEEEE
EEEEE EEEEE EEG
G
CTV
W
WWWWWWWWWWHY DW
WC
SC
SH2OH2OSSSSSSSSSSSSSSSSSSSSFOFOFOFOFOFOFOFOFO
FO
FO
FO
FO
FO
FO
FO TTTTTVAULT
ELEC
VAU
LTEL
EC
DDSSVAULT
F.O
.TCON
TRO
L
IRR DE
E
E
E
E
E EEEEFOFOFOSSVAULT
F.O
.WE EGGW
W
W
W W
W W
W
W
WWG
G
E
E
INLET A17
STA 17+96.55
N: 113807.36
E: 196576.33
BASIN A15
STA 17+06.60
N: 113754.29
E: 196643.15
INLET A12
STA 16+08.07
N: 113655.77
E: 196644.64
INLET A8
STA 15+21.38
N: 113571.18
E: 196625.66
WQ BASIN A3
STA 12+66.20
N: 113540.58
E: 196421.07
INLET A5
STA 13+44.07
N: 113559.80
E: 196484.93
100-YR OUTFALL A2
STA 11+92.76
N: 113488.78
E: 196369.02
INLET A7
STA 14+42.01
N: 113513.44
E: 196571.19
STRM MH A1 (5'Ø)
STA 10+00.00
N: 113354.53
E: 196230.70
STRM MH A4 (4'Ø)
STA 13+08.68
N: 113570.53
E: 196451.20
192.7
6
L
F
1
5
"
H
D
P
E
@
0
.
3
4
%
73.44 LF STORMTECH
MANIFOLD SYSTEM
42.48 LF
24" HDPE
@ 0.50%
32.40 LF
24" HDPE
@ 0.50%
37.00 LF 18" HDPE @ 1.00%
27.78 LF
18" HDPE
@ 5.00%
52.23 LF 15" HDPE @ 2.00%
47.20 LF 15" HDPE @ 5.00%
35.40 LF 24" HDPE @ 0.50%
15' ACCESS EASEMENT
REC. NO. 20120082646
3' UTILITY EASEMENT
BK. 2181 PG. 1262
20' SANITARY SEWER
EASEMENT
BK. 1808 PG. 779
20' STORM EASEMENT
REC. NO. 86030654
PROPOSED
9' UTILITY
EASEMENT
STORMTECH CHAMBERS
SEE SHEET SUB1
STORM LINE A4
SEE SHEET ST2
EX. 125.25 LF 36" RCP @ 0.03%
EX. 49.44 LF 36" RCP @ 0.03%
SANITARY SERVICE
SEE SHEET SS1
STORM LINE A7.1
SEE SHEET U1
90' R.O.W
EXISTING ELECTRIC
LINE (TYP.)
EXISTING STREET
LIGHT (TYP.)
EXISTING FIBER
OPTIC LINE (TYP.)
EX. INLET (PER STRACHAN 3RD FILING)
INV. IN=5002.21 (NW)MONROE DR
IVE
(PR
IVATE
ROAD
)
STAN
F
O
R
D
R
O
A
D
HORSETOOTH ROAD
EXISTING 8"
SANITARY SEWER
EXISTING 8"
WATER LINE
EXISTING 12"
WATER LINE
PORTION OF LOT 3 STRACHAN
SUBDIVISION THIRD FILING
REC. NO. 20190052896
PORTION
OF
LOT
3
STRACHANSUBDIV
IS
ION
TH
IRD
F
IL
INGREC.
NO
.
20180064205UNPLATTEDREC.
NO
.2015002744TRACT J
FOOTHILLS MALL
REDEVELOPMENT SUB.
FILING NO. 3
LOT 6
FOOTHILLS MALL
REDEVELOPMENT SUB.
LOT 2 PRIVATE ROAD
REC.NO. 88042989 &
PORTION OF PARCEL 1
PROPOSED 9'
UTILITY EASEMENT
PROPOSED 10'
DRAINAGE
EASEMENT
24''X8'' TEE A6
STA 13+76.47
N: 113544.47
E: 196513.46
65.54 LF 24" HDPE @ 0.50%
18''X8'' TEE A8
STA 14+79.00
N: 113540.35
E: 196596.58
42.38
L
F
18" HD
P
E
@ 1.00
%
18''X8'' TEE A9
STA 15+49.16
N: 113598.28
E: 196631.74
19.68 LF
18" HDPE
@ 5.00%
18''X8'' TEE A10
STA 15+68.83
N: 113617.48
E: 196636.05
23.30 LF
18" HDPE
@ 5.00%
18''X8'' TEE A11
STA 15+92.13
N: 113640.21
E: 196641.15
15.94 LF 18" HDPE @ 5.00%
15''X8'' TEE A13
STA 16+60.31
N: 113708.00
E: 196643.85
34.20 LF
15" HDPE
@ 2.00%
INLET A16
STA 17+53.80
N: 113793.41
E: 196616.74
42.74 LF 12" HDPE @ 5.00%
WATER LINE
LOWERING
REQUIRED
15''X8'' TEE A14
STA 16+94.51
N: 113742.20
E: 196643.33
12.09 LF 15" HDPE @ 2.00%
4995
5000
5005
5010
5015
5020
5025
5030
4995
5000
5005
5010
5015
5020
5025
5030
9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50STRM MH A1 (5'Ø)STA 10+00.00RIM 5008.1±INV. IN 5002.25 (NW)INV. IN 5002.35 (NE)INV. OUT 5002.25 (SE)192.76 LF 15" HDPE @ 0.34%100-YR OUTFALL A2STA 11+92.76RIM 5010.3±INV. IN 5003.93 (NE)INV. IN 5003.17 (NW)INV. OUT 5003.00 (SW)73.44 LF STORMTECH
MANIFOLD SYSTEM
(SEE STORMTECH DETAILS)WQ BASIN A3STA 12+66.20RIM 5011.3±INV. IN 5004.08 (NE)INV. OUT 5004.08 (SW)42.48 LF 24" HDPE @ 0.50%STRM MH A4 (4'Ø)STA 13+08.68RIM 5011.2±INV. IN 5004.29 (E)INV. IN 5004.29 (NW)INV. OUT 5004.29 (SW)35.40 LF 24" HDPE @ 0.50%INLET A5STA 13+44.07FL. EL 5009.3±INV. IN 5004.47 (SE)INV. OUT 5004.47 (W)32.40 LF 24" HDPE @ 0.50%INLET A7STA 14+42.01FL. EL 5008.8±INV. IN 5004.96 (NE)INV. IN 5004.96 (S)INV. OUT 5004.96 (NW)37.00 LF 18" HDPE @ 1.00%INLET A8STA 15+21.38FL. EL 5010.8±INV. IN 5005.75 (N)INV. OUT 5005.75 (SW)27.78 LF 18" HDPE @ 5.00%INLET A12STA 16+08.07FL. EL 5013.9±INV. IN 5010.09 (N)INV. OUT 5010.09 (S)52.23 LF 15" HDPE @ 2.00%BASIN A15STA 17+06.60RIM 5015.8±INV. IN 5012.06 (NW)INV. OUT 5012.06 (S)47.20 LF 15" HDPE @ 5.00%INLET A17STA 17+96.55FL. EL 5019.6±INV. IN 5016.64 (W)INV. IN 5016.64 (S)INV. OUT 5016.64 (E)SANITARY SERVICE 8" PVC
STA.=13+37.53
INV.=5001.52
WATER LINE 8" PVC
STA.=12+99.15
INV.=5001.83
(REQUIRES LOWERING)
18" (MIN.)24.7"24''X8'' TEE A6STA 13+76.47INV. 5004.6365.54 LF
24" HDPE
@ 0.50%
42.38 LF 18" HDPE @ 1.00%18''X8'' TEE A8STA 14+79.00INV. 5005.3318''X8'' TEE A9STA 15+49.16INV. 5007.1419.68 LF 18" HDPE @ 5.00%18''X8'' TEE A10STA 15+68.83INV. 5008.1323.30 LF 18" HDPE @ 5.00%18''X8'' TEE A11STA 15+92.13INV. 5009.2915.94 LF 18" HDPE @ 5.00%15''X8'' TEE A13STA 16+60.31INV. 5011.1334.20 LF 15" HDPE @ 2.00%INLET A16STA 17+53.80FL. EL 5018.9±INV. IN 5014.50 (W)INV. IN 5014.50 (SW)INV. OUT 5014.42 (SE)42.74 LF 12" HDPE @ 5.00%
EXISTING
GROUND
PROPOSED
GROUND
100-YR
HGL
100-YR
HGL
SUBGRADE
FOR STORMTECH
CHAMBERS 15''X8'' TEE A14STA 16+94.51INV. 5011.8212.09 LF 15" HDPE @ 2.00%
PROPOSED GAS LINE
STA:15+35.65
MAINTAIN 18" SEPARATION
CONTRACTOR TO VERIFYLOCATION PRIOR TOCONSTRUCTION.NORTH
PROFILE SCALE:
STORM DRAIN A
SheetSTANFORD SENIOR LIVINGThese 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 18
ST1 PLAN AND PROFILESTORM LINE A06
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
EXISTING WATER MAIN
PROPOSED WATER SERVICE
PROPOSED STORM SEWER
LEGEND:
NOTES:
W
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SERVICE
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
EXISTING STORM SEWER
EASEMENT LINE
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.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF
FLARED END SECTIONS.
4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND
INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY CITY OF
FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE
R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE
'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443
FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT
FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S
TOLERANCES, ETC.).
6.ALL PROPOSED STORM LINES, INLETS, AND STORMTECH CHAMBERS ARE TO BE
PRIVATELY OWNED AND MAINTAINED.
7.REFER TO SHEET SUB1 FOR ADDITIONAL INFORMATION REGARDING THE
STORMTECH CHAMBER SYSTEM.
8.PRIOR TO INSTALLING THE STORMTECH CHAMBERS THE CONTRACTOR SHALL
CONTACT THE STAMPING ENGINEER TO VERIFY MEANS AND METHODS.
9.REFER TO SHEET U1 FOR ALL ROOF LEADER CONNECTIONS.
10.REFER TO SHEET G2 FOR ALL COURTYARD CONNECTIONS.
PROPOSED RIGHT OF WAY
INLET SCHEDULE:
PROPOSED FIRE SERVICE
PROPOSED STORMTECH CHAMBERS
S
W
F
STRUCTURE ID INLET/BASIN SIZE GRATE TYPE
INLET A4.2 NYLOPLAST 18"DOME
INLET A4.3 FORT COLLINS AREA INLET PEDESTRIAN
INLET A4.7 NYLOPLAST 18"DOME
BASIN A4.9 NYLOPLAST 12"SOLID
INLET A4.10 FORT COLLINS AREA INLET PEDESTRIAN
INLET A5 NYLOPLAST 24"DOME
INLET A7 NYLOPLAST 24"DOME
INLET A7.1 5' TYPE R N/A
INLET A8 NYLOPLAST 18"DOME
INLET A10.3 NYLOPLAST 8"DOME
INLET A10.4.1 NYLOPLAST 8"DOME
INLET A10.5 NYLOPLAST 18"PEDESTRIAN
INLET A10.5.1 NYLOPLAST 8"DOME
INLET A10.6 NYLOPLAST 8"DOME
INLET A10.7 NYLOPLAST 8"DOME
INLET A12 NYLOPLAST 18"DOME
BASIN A15 NYLOPLAST 15"SOLID
INLET A16 NYLOPLAST 24"PEDESTRIAN
INLET A16.1 NYLOPLAST 8"DOME
INLET A17 NYLOPLAST 8"DOME
INLET A17.1 NYLOPLAST 8"DOME
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
S
F
D
CSFTFS
VAULTCABLE VAULTELECELECVAULTVAULTELECWUDMONITORING W
E
L
L
TRAFFIC R
A
T
E
D EEE
E
CABI
N
E
T
T
T
EG
G FOFOFOVAULT
F.O.EGWWWWW W W W W
GGEEEEEEE
E
E
E
E
EEEW
WWWWWWWWWWH YDW
F
O
FO
FO
FO
FO
FO FO FO FO FO
FOFOFOFOFOFOFOFOTTT
T
T T T T
VAULT
ELEC
D
S
SSSSSSEEEEEEE
E
E E E E
PROPOSED 13' UTILITY
EASEMENT
20' UTILITY
EASEMENT
BK. 2181 PG. 1262
EXISTING 10'
UTILITY
EASEMENT
ACCESS EASEMENT
REC. NO. 20120082646
14.91' ACCESS EASEMENT
REC. NO. 20120082646
3' UTILITY EASEMENT
BK. 2181 PG. 1262
20' STORM SEWER
EASEMENT
REC. NO. 20110055271
PROPOSED
9' UTILITY
EASEMENT
MONROE DRIVE
(PRIVATE ROAD)STANFORD ROADPORTION OF LOT 3 STRACHAN
SUBDIVISION THIRD FILING
REC. NO. 20190052896
TRACT J
FOOTHILLS MALL
REDEVELOPMENT SUB.
FILING NO. 3
LOT 6
FOOTHILLS MALL
REDEVELOPMENT SUB.
LOT 2 PRIVATE ROAD
REC.NO. 88042989 &
PORTION OF PARCEL 1
PROPOSED 10'
DRAINAGE
EASEMENT
TRASH ENCLOSURE
(SEE ARCHITECTURE
PLANS FOR MORE
DETAILS)
PROPOSED
ELECTRIC
SERVICE
STRM MH A4 (4'Ø)
STA 10+00.00
N: 113570.53
E: 196451.20
46.37 LF 18" HDPE @ 0.50%
INLET A4.1
STA 10+46.37
N: 113611.98
E: 196430.41
47.57 LF 18" HDPE @ 2.75%
INLET A4.2
STA 10+93.93
N: 113653.55
E: 196407.29
29.48 LF
18" HDPE
@ 3.00%
INLET A4.3
STA 11+23.41
N: 113679.09
E: 196392.58
7.27 LF 18" HDPE @ 2.00%29.53 LF 18" HDPE @ 2.00%
90° BEND A4.6
STA 12+67.38
N: 113781.10
E: 196301.28
12.01 LF 18" HDPE @ 2.00%
INLET A4.7
STA 12+79.40
N: 113790.11
E: 196309.23
22.87 LF
12" HDPE
@ 5.00%
BASIN A4.9
STA 13+36.45
N: 113832.88
E: 196346.98
65.60 LF
12" HDPE
@ 3.50%
INLET A4.10
STA 14+02.05
N: 113818.26
E: 196410.93
90° BEND A4.4
STA 11+30.68
N: 113684.22
E: 196397.73
EXISTING ELECTRIC
LINE (TYP.)
EXISTING STREET
LIGHT (TYP.)
PROPOSED
DRAINAGE
EASEMENT
EXISTING 6'
UTILITY EASEMENT
EXISTING FIBER
OPTIC LINE (TYP.)
STORM LINE A
SEE SHEET ST1
STORM LINE A7
SEE SHEET U1
SANITARY SERVICE
SEE SHEET SS1
WATER LOWERING
FIRE SERVICE
LOWERING
12''X8'' TEE A4.8
STA 13+02.27
N: 113807.26
E: 196324.37
34.18 LF
12" HDPE
@ 5.00%
1
0
7
.
1
7
L
F
1
8
"
H
D
P
E
@
2
.
0
0%
PROPOSED 9'
UTILITY
EASEMENT
PROPOSED
UTILITY
EASEMENT
WIDTH VARIES
STORMTECH CHAMBERS
SEE SHEET SUB1
4995
5000
5005
5010
5015
5020
5025
5030
4995
5000
5005
5010
5015
5020
5025
5030
9+50 10+00 11+00 12+00 13+00 14+00 14+50STRM MH A4 (4'Ø)STA 10+00.00RIM 5011.2±INV. IN 5004.29 (E)INV. IN 5004.29 (NW)INV. OUT 5004.29 (SW)46.37 LF 18" HDPE @ 0.50%INLET A4.1STA 10+46.37FL. EL 5009.9±INV. IN 5004.52 (NW)INV. OUT 5004.52 (SE)47.57 LF 18" HDPE @ 2.75%INLET A4.2STA 10+93.93FL. EL 5009.6±INV. IN 5005.83 (NW)INV. OUT 5005.83 (SE)29.48 LF 18" HDPE @ 3.00%INLET A4.3STA 11+23.41FL. EL 5010.8±INV. IN 5006.72 (NE)INV. OUT 5006.72 (SE)7.27 LF 18" HDPE @ 2.00%90° BEND A4.4STA 11+30.68INV. 5006.8629.53 LF 18" HDPE @ 2.00%90° BEND A4.6STA 12+67.38INV. 5009.5912.01 LF 18" HDPE @ 2.00%INLET A4.7STA 12+79.40FL. EL 5014.5±INV. IN 5009.83 (NE)INV. OUT 5009.83 (SW)22.87 LF 12" HDPE @ 5.00%BASIN A4.9STA 13+36.45RIM 5019.4±INV. IN 5012.69 (E)INV. OUT 5012.69 (SW)65.60 LF
12" HDPE
@ 3.50%INLET A4.10STA 14+02.05FL. EL 5018.5±INV. IN 5014.98 (SE)INV. IN 5014.98 (E)INV. OUT 5014.98 (W)EXISTING
GROUND
PROPOSED
GROUND
WATER SERVICE 3" DIP
STA.=11+76.75
INV.=5006.00
(REQUIRES LOWERING)
FIRE SERVICE 6" PVC
STA.=11+71.75
INV.=5005.80
(REQUIRES LOWERING)
107.17 LF
1
8
"
H
D
P
E
@
2
.
0
0
%
34.18 LF
12" HDPE
@ 5.00%100-YEAR
HGL 12''X8'' TEE A4.8STA 13+02.27INV. 5010.9890° BEND A4.4STA 11+30.68INV. 5006.8618" (MIN.)18" (MIN.)CONTRACTOR TO VERIFYLOCATION PRIOR TOCONSTRUCTION.PROFILE SCALE:
STORM LINE A4
EXISTING WATER MAIN
PROPOSED WATER SERVICE
PROPOSED STORM SEWER
LEGEND:
NOTES:
W
EXISTING SANITARY SEWER SS
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SERVICE
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING RIGHT OF WAY
EXISTING STORM SEWER
EASEMENT LINE
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.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF
FLARED END SECTIONS.
4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND
INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY CITY OF
FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE
R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE
'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443
FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE).
5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT
FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S
TOLERANCES, ETC.).
6.ALL PROPOSED STORM LINES, INLETS, AND STORMTECH CHAMBERS ARE TO BE
PRIVATELY OWNED AND MAINTAINED.
7.REFER TO SHEET SUB1 FOR ADDITIONAL INFORMATION REGARDING THE
STORMTECH CHAMBER SYSTEM.
8.PRIOR TO INSTALLING THE STORMTECH CHAMBERS THE CONTRACTOR SHALL
CONTACT THE STAMPING ENGINEER TO VERIFY MEANS AND METHODS.
9.REFER TO SHEET U1 FOR ALL ROOF LEADER CONNECTIONS.
10.REFER TO SHEET G2 FOR ALL COURTYARD CONNECTIONS.
PROPOSED RIGHT OF WAY
INLET SCHEDULE:
PROPOSED FIRE SERVICE
PROPOSED STORMTECH CHAMBERS
S
W
F
STRUCTURE ID INLET/BASIN SIZE GRATE TYPE
INLET A4.2 NYLOPLAST 18"DOME
INLET A4.3 FORT COLLINS AREA INLET PEDESTRIAN
INLET A4.7 NYLOPLAST 18"DOME
BASIN A4.9 NYLOPLAST 12"SOLID
INLET A4.10 FORT COLLINS AREA INLET PEDESTRIAN
INLET A5 NYLOPLAST 24"DOME
INLET A7 NYLOPLAST 24"DOME
INLET A7.1 5' TYPE R N/A
INLET A8 NYLOPLAST 18"DOME
INLET A10.3 NYLOPLAST 8"DOME
INLET A10.4.1 NYLOPLAST 8"DOME
INLET A10.5 NYLOPLAST 18"PEDESTRIAN
INLET A10.5.1 NYLOPLAST 8"DOME
INLET A10.6 NYLOPLAST 8"DOME
INLET A10.7 NYLOPLAST 8"DOME
INLET A12 NYLOPLAST 18"DOME
BASIN A15 NYLOPLAST 15"SOLID
INLET A16 NYLOPLAST 24"PEDESTRIAN
INLET A16.1 NYLOPLAST 8"DOME
INLET A17 NYLOPLAST 8"DOME
INLET A17.1 NYLOPLAST 8"DOME
SheetSTANFORD SENIOR LIVINGThese 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 18
NORTH
ST2 PLAN AND PROFILESTORM LINE A407
( IN FEET )
0
1 INCH = 50 FEET
50 50 100 150
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
SF
D
CSS
VAULTCABLE VAULTELECUDMONITORIN
G
W
E
L
L
TRAFFIC RATE
D
G
G
FOFOFOFOEEEEEGGGGGWWWWWWWW
EEE
EEE WWWWWWWWWWHY DSS
SS
SS
SS
SS FOFOFOFOFOEEEE20' SANITARY SEWER
EASEMENT
BK. 1808 PG. 779
8' UTILITY EASEMENT PER
STRACHAN 3RD FILING
STANFORD ROADEXISTING
ELECTRIC
LINE (TYP.)
EXISTING STREET
LIGHT (TYP.)
SAW-CUT
SAND OIL SEPARATOR
INV. IN=5001.75 (NE)
INV. OUT=5001.75 (SE)
FG=5010.36
SAN MH 2 (4'Ø)
STA 12+88.33
N: 113573.80
E: 196490.76
GREASE INTERCEPTOR
INV. IN=5001.75 (NE)
INV. OUT=5001.75 (NW)
FG=5010.00
SAN MH 1 (4'Ø)
STA 10+00.00
N: 113370.38
E: 196286.43
GREASE INTERCEPTOR CONNECTION
INV. OUT=5002.83 (SW)
FG=5011.28
SAND OIL SEPARATOR CONNECTION
INV. OUT=5002.83 (SW)
FG=5011.28
SAN SERVICE CONNECTION
STA 13+10.35
N: 113589.34
E: 196506.37
EX. 2
4
2
.
8
4
L
F
8
"
P
V
C
@
0
.
2
7
%
EX. 1
5
9
.
8
4
L
F
8" P
V
C
@ 0.
2
7
%
288.33 LF 8" PVC @ 0.75%
22.02 LF 8" PVC @ 5.00%
10.01 LF 8" PVC @ 1.00%
21.69 LF 8" PVC @ 5.00%
10.01 LF 8" PVC @ 1.00%
21.69 LF 8" PVC @ 5.00%
STORM LINE A
SEE SHEET ST1
STORM LINE A4
SEE SHEET ST2
STORMTECH CHAMBERS
SEE SHEET SUB1
EXISTING 8"
WATER LINE
SEE SHEET
U1 OR HC1 FOR ALL
EASEMENT CALLOUTS
SEE SHEET
U1 OR HC1 FOR ALL
EASEMENT CALLOUTS
4995
5000
5005
5010
5015
5020
5025
5030
5035
4995
5000
5005
5010
5015
5020
5025
5030
5035
9+50 10+00 11+00 12+00 13+00 13+50
EXISTING
GROUND
PROPOSED
GROUNDSAN MH 1 (4'Ø)STA 10+00.00RIM 5007.0±INV. IN 4999.49 (W)INV. IN 4999.49 (NE)INV. OUT 4999.49 (E)288.33 LF 8" PVC @ 0.7
5
%SAN MH 2 (4'Ø)STA 12+88.33RIM 5010.2±INV. IN 5001.65 (NE)INV. IN 5001.65 (NW)INV. IN 5001.65 (SE)INV. OUT 5001.65 (SW)22.02 LF 8" PVC @ 5.00%SAN SERVICE CONNECTIONSTA 13+10.35RIM 5003.5±INV. OUT 5002.75 (SW)WATER LINE 8" PVC
STA.=12+49.04
INV.=5005.38
STORM LINE A 24" HDPE
STA.=12+71.29
INV.=5004.44 24.7"
PROFILE SCALE:
SANITARY SERVICE
SheetSTANFORD SENIOR LIVINGThese 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 18
NOTES:
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
PROPOSED GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
EXISTING STREET LIGHT
W
SS
EXISTING LOT LINE
EXISTING ROW
EXISTING CABLE CTV
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
CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER AND SANITARY SEWER CONSTRUCTION SHALL BE PER THE CITY OF
FORT COLLINS CONSTRUCTION STANDARDS, LATEST EDITION.
3.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
4.ALL WATER FITTINGS, VALVES, AND OTHER UTILITY APPURTENANCES ARE ONLY
GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE.
5.ALL EXISTING SANITARY SEWER SERVICES ARE APPROXIMATE AND SHALL BE FIELD
VERIFIED PRIOR TO CONSTRUCTION. ALL SEWER SERVICES TO BE UNUSED SHALL
BE ABANDONED AT THE MAIN AND COORDINATED WITH FORT COLLINS UTILITIES
(970-221-6700).
6.ALL EXISTING WATER SERVICES ARE APPROXIMATE AND SHALL BE FIELD VERIFIED
PRIOR TO CONSTRUCTION. ALL SEWER SERVICES TO THE UNUSED SHALL BE
ABANDONED AT THE MAIN AND COORDINATED WITH FORT COLLINS UTILITIES
(970-221-6700)
7.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN
THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN
ACCORDANCE WITH CITY STREET REPAIR STANDARDS.
8.CONTRACTOR IS RESPONSIBLE FOR ALL THE REPAIRS AND REPLACEMENTS OF ANY
DAMAGED CURB AND GUTTER. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY
STREET REPAIR STANDARDS.
9.ALL STORM DRAINS AND ALL STORMTECH CHAMBERS SHALL BE PRIVATELY OWNED
AND MAINTAINED.
10.MAINTAIN 10 FEET HORIZONTAL AND 18 INCHES VERTICAL SEPARATION BETWEEN
ALL SANITARY SEWER MAINS, WATER MAINS AND SERVICES.
11.STORMTECH CHAMBERS SUBGRADE DESIGN WILL BE PROVIDED AT FINAL.
12.SANITARY SERVICE PROFILE AND STORM DRAIN PROFILES WILL BE PROVIDED AT
FINAL.
13.ROOF LEADER AND COURTYARD STORM DRAIN CONNECTIONS WILL BE FULLY
VETTED AND DESIGNED AT FINAL.
14.ALL PROPOSED STORM SEWERS AND STORMTECH CHAMBERS ARE TO BE
PRIVATELY OWNED AND MAINTAINED.
FDC
FPROPOSED FIRE SERVICE
EXISTING TELEPHONE PEDESTAL
PROPOSED FIRE DEPARTMENT CONNECTION
PROPOSED GAS METER LOCATION
UDPROPOSED UNDERDRAIN
GEXISTING GAS
EPROPOSED ELECTRIC
EEXISTING ELECTRIC
NORTH
SS1 PLAN AND PROFILESANITARY SERVICE08
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 )
0
1 INCH = 50 FEET
50 50 100 150
D
U
D
U
D
U
D
UDMONITO
RI
N
G
W
E
L
L
TRAFFI
C
R
A
T
E
D
MONROE DRIVE
(PRIVATE ROAD)STANFORD ROAD3' UTILITY EASEMENT
BK. 2181 PG. 1262
EXISTING 10'
UTILITY
EASEMENT
11.45
10.79
10.2910.
2
8
10.30
10.
4
2
10.44
10.86
10.8410.8511.20
10.1810.21
9.658.85 11.04
13.
8
820.8520.4019.
8
1
18.
5
0
19.
1
1
19.
1
1
18.
8
4
20.7519.
2
3
19.40
17.99
1
7
.
8
0
18.
1
7
(18
.03
)(18.47)
(18
.34
)
(17
.84
)
(17
.67
)11.9110.8510.8511.36
11.
3
6
12.
3
1
12.
0
0
12.
4
8
13.
3
1
12.
9
1
(14
.
0
6
)10.229.8310.9210.
9
2
10.
8
2
10.
4
0
10.2610.3010.3010.
3
9
10.
8
3
10.
7
7
9.7911.4711.6413.
4
7 13.2212.89
14.40
15.60
14.
5
6
18.
2
5
19.
7
9
20.0520.
8
5
15.3517.
7
5
14.54
16.86
17.
5
8
17.46
17.03
17.
1
5
(19
.90
)(19.81)FFE=10.85FFE=10.85(G
A
R
AG
E
)
FFE=20.8519.6810.
8
0
9.559.8
7
11.06
10.139.679.3
110.2011.6213.0913.0612.49
11.7114.
4
8
10.
2
2 17.5013.
6
5
13.70
11.
2
0
11.
1
4
11.52
11.40
(11.18)(11.28)
25' -
30' -1.8%2
.
0%1.0%7.5'
7.5'
SWALE
SWALE
18' -
EXISTING 30" VERTICAL
CURB AND GUTTER
30' -
8.17
8.72
8.50
9.21
9.31
8.78
(8
.89
)(7.69)
10.24
EXISTING 30" VERTICAL
CURB AND GUTTER
ACCESS EASEMENT
REC. NO. 20120082646
20' UTILITY EASEMENT
BK. 2181 PG. 1262
14.91' ACCESS EASEMENT
REC. NO. 20120082646
13.00
B.O.C
13.59
B.O.C
12.1212.62
B.O.C
11.86
11.98
11.8412.00UTILITY
EASEMENT
1.
9
%9.1%9.9%
12.1%
1
2
.
8%
8.4
%
11.7%
6.5%
4.0
%
4.3%13.3%(7.57)(11.04)18.621' CURB CUT
1' CURB CUT 4.4%3.0%1.2%2.2%3.0%3.6%
3.4%
6.6%
3.8%
53.4' VERTICAL
CURB VARIES IN
HEIGHT
EXISTING TREES TO
BE PROTECTED IN PLACE (TYP.)
EXISTING TREES TO
BE PROTECTED IN PLACE (TYP.)
PORTION OF LOT 3 STRACHAN
SUBDIVISION THIRD FILING
REC. NO. 20190052896
PORTION OF LOT 3 STRACHAN
SUBDIVISION THIRD FILING
REC. NO. 20180064205
TRACT J
FOOTHILLS MALL
REDEVELOPMENT SUB.
FILING NO. 3
LOT 2 PRIVATE ROAD
REC.NO. 88042989 &
PORTION OF PARCEL 1
INLET
INLET
1.
5%7.3%6.6%
PROPOSED ADDITIONAL
R.O.W TO BE DEDICATED
(WIDTH VARIES)0.5%1.1%4.4%7.5%13.5%5.2%2.3%4.9%2.
8
%
10.79
PROPOSED 30"
VERTICAL CURB
AND GUTTER
PROPOSED 10'
DRAINAGE
EASEMENT
PROPOSED 15'
EMERGENCY
ACCESS
EASEMENT
PROPOSED
EMERGENCY
ACCESS
EASEMENT
PROPOSED 11'
EMERGENCY
ACCESS EASEMENT
PROPOSED 13'
UTILITY
EASEMENT
PROPOSED 23.75'
EMERGENCY
ACCESS EASEMENT
PROPOSED
DRAINAGE
EASEMENT
20.
3
0
20.
3
0
19.
7
5
19.
7
5
16.
9
6
17.
9
6
16.
7
3
17.75
18.45
18.29
19.13
19.51
19.
6
9
19.17
14.23
14.17
11.24
11.24
19.87 19.4520.
0
9
19.
7
8
15.77
11.57
10.84
10.65 15.3915.3614.4514.36
14.2914.2016.0515.6415.42
15.
3
8(15.12)(15.23)(16.11)(16.23)(18
.07
)
(18
.03
)
7.7%9.4%5.5%
7.5%0.5%1.3%
PROPOSED 33.5'
EMERGENCY
ACCESS EASEMENT
9' UTILITY EASEMENT9' UTILITY EASEMENT6'
S
I
D
E
W
A
L
K 5' SIDEWALK5' SIDEWALK6'
S
ID
EW
A
L
K
EXISTING 6' SIDEWALK
5
'
S
ID
EW
A
L
K
6'
S
ID
EW
A
L
K
6
'
S
ID
EW
A
L
K
PROPOSED
EAE
TRASH ENCLOSURE
(SEE ARCHITECTURE
PLANS)
MATCHLINE - SEE SHEET G2
MATCHLINE - SEE SHEET G2MATCHLINE - SEE SHEET G2MATCHLINE - SEE SHEET G2
MATCHLINE - SEE SHEET G2
MATCHLINE - SEE SHEET G2MATCHLINE - SEE SHEET G2MATCHLINE - SEE SHEET G2
(17
.11
)(17.09)11.30
11.87
10.85 15.249.509.50
9.509.50PROPOSED 9'
UTILITY EASEMENT
PROPOSED UTILITY
EASEMENT WIDTH VARIES
20.35
20.85
19.
3
8
8.66
8.16
9.72
8.17
(7.10)FFE=20.8520.8512.9%8.7%2
0
.
4%
9.
0
%
STORM LINE A
SEE SHEET ST1
STORM LINE A4
SEE SHEET ST1
STORMTECH CHAMBERS
SEE SHEET SUB1
STORM LINE A
SEE SHEET ST1
7.5'
COURTYARD A
COURTYARD B
G1 GRADING PLAN09
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 ALL UNKNOWN
UNDERGROUND UTILITIES.
2.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
3.EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS
SHALL FOLLOW CITY REGULATIONS.
4.REFER TO SITE PLAN, LANDSCAPE PLAN, AND PLAT FOR ADDITIONAL INFORMATION.
5.THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING
ELEVATIONS OF ALL EXISTING SEWER MAINS, WATER MAINS, CURBS, GUTTERS AND
OTHER UTILITIES AT THE POINTS OF CONNECTION SHOWN ON THE PLANS, AND AT
ANY UTILITY CROSSINGS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS.
IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE
CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN.
6.SEE SHEET HC1 FOR HORIZONTAL INFORMATION INCLUDING CURB AND GUTTER
TYPES, PAN WIDTHS, DRIVE AISLE DIMENSIONS, EASEMENTS, ETC.
7.SEE SHEET G2 FOR DETAIL GRADING INFORMATION FOR COURTYARDS.
8.SEE COVER SHEET FOR BENCHMARK INFORMATION.
9.ALL DAMAGE CURB AND GUTTER MUST BE REPAIRED/REPLACED PER CITY OF FORT
COLLINS STANDARDS.
10.REMOVING THE EXISTING SIDEWALK ALONG STANFORD ROAD MAY CAUSE
EXCESSIVE DAMAGE TO THE EXISTING VERTICAL CURB ALONG THE WEST SIDE OF
STANFORD ROAD. CONTRACTOR TO ASSES DAMAGES AFTER REMOVAL OF WALK
AND REPAIR/REPLACE ALL DAMAGED CURB PER CITY OF FORT COLLINS
STANDARDS.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED DOOR
33.43
EXISTING RIGHT OF WAY
LEGEND:
PROPOSED CONCRETE
CROSS PAN (TYP.)
SheetSTANFORD SENIOR LIVINGThese 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 18
NORTH
( IN FEET )
0
1 INCH = 20 FEET
20 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
19.13
INLET A10.7
INV. OUT=5017.71 (E)
FG=5019.13
INLET A10.6
INV. IN=5017.19 (W)
INV. OUT=5017.19 (S)
FG=5019.29
36.89 LF 8" HDPE @ 1.00%
51.26 LF 8" HDPE @ 1.00%
37.32 LF 8" HDPE @ 2.00%
INLET A10.5.1
INV. OUT=5017.57 (SE)
FG=5019.53
INLET A10.5
INV. IN=5016.82 (N)
INV. IN=5016.82 (NW)
INV. OUT=5016.82 (SE)
FG=5019.75
17.59 LF 8" HDPE @ 2.00%
8''X8'' TEE A10.4
INV. IN=5016.47 (NW)
INV. IN=5016.47 (NE)
INV. OUT=5016.47 (SE)
FG=5020.24
23.06 LF 8" HDPE @ 2.00%
19.68 LF 8" HDPE @ 2.00%
INLET A10.3
INV. IN=5016.08 (NW)
INV. OUT=5016.08 (SE)
FG=5020.36
3.97 LF 8" HDPE @ 2.00%
COURTYARD CONNECT A10.2
INV. IN=5016.00 (NW)
FG=5021.04
20.85 21.41
19.29
20.85
20.85
20.26
20.26 20.30
20.30
20.26 20.20
19.56
21.35
20.89
20.36
20.85
20.65
19.75
20.44
20.85
20.85
20.85
20.69
20.26
20.50 20.4820.4020.5120.4520.4520.5120.5520.55
2
0
.
9
5
21.0820.6020.24
21.00
20.85
20.85
20.85
INLET A10.4.1
INV. OUT=5016.93 (SW)
FG=5019.56
4.0%3.8%
3.7%8.4%9.7%31.0%31.0%21.2%1
5
.
0%
9.0
%
7
.
1%
2.5%
1.3%3.1%5.2%1
.
3%2.3%1.5%
1.
4%8.2%8.2%1.3%
1.3%18.1%3.8
%2.0%3.5
%
9
.
4%
6.2%
17
.
2
%
5.8%4.2
%3.8%FFE=20.85
T T T T T T T T
T
T
T
E E E E E E E E E E E
E
RD CONNECT A17.1
INV. OUT=5017.15 (E)
FG=5020.85
25.46 L
F
8
"
H
D
P
E
@
2
.
0
0
%
INLET A17
INV. IN=5016.64 (W)
INV. IN=5016.64 (S)
INV. OUT=5016.64 (E)
FG=5019.63
16.61 LF 8" HDPE @ 2.00%INLET A17.1
INV. OUT=5016.97 (N)
FG=5019.81
42.7
4
L
F
1
2
"
H
D
P
E
@
5
.
0
0
%
INLET A16
INV. IN=5014.50 (W)
INV. IN=5014.50 (SW)
INV. OUT=5014.42 (SE)
FG=5018.95
22.18
L
F
8"
H
D
P
E
@ 2.00
%47.20
LF
15
"
HDPE
@
5
.00%
RD CONNECT A16.2
INV. OUT=5015.24 (NE)
FG=5020.84
INLET A14.1
INV. OUT=5012.18 (E)
FG=5019.75
18.29 LF 8" HDPE @ 2.00%
15''X8'' TEE A14
INV. IN=5011.82 (N)
INV. IN=5011.82 (W)
INV. OUT=5011.82 (S)
FG=5015.69
BASIN A15
INV. IN=5012.06 (NW)
INV. OUT=5012.06 (S)
FG=5015.77
12.09 LF 15" HDPE @ 2.00%47.20
LF
15
"
HDPE
@
5
.00%
INLET A16.1
INV. IN=5014.94 (SW)
INV. OUT=5014.94 (NE)
FG=5019.35
14.61 LF 8" HDPE @ 2.00%
20.85 20.6220.5220.62 20.62
20.4719.6319.7320.12
20.5620.78
20.85
20.85
19.81
19.95
20.0020.1420.85
20.0719.99
19.82 19.7520.0420.85
20.85
20.85
20.06
19.77
20.13
20.21
20.
1
7
19.35
20.2320.1720.1720.4820.1720.0118.95
19.6819.3919.33
1
9
.
2
1
19.2119.21
18.60
17.
7
0
20.8518.5616.751
6
.
8
0
20.
5
4
20.55
16.4016.40
19.24
17.5020.85
20.85
20.85
20.85
STORM DRAIN LINE A
SEE SHEET ST1
RETAINING WALL
SEE LANDSCAPING
PLANS FOR ADDITIONAL
INFORMATION.
SWALE
EXISTING
ELECTRIC
LINE
EXISTING
TELECOM
LINE
4.8%
3.8%4.0%1.7%1.7%1.9
%1.7%1.4%22.7%22.9%9.7%9.0%4.1%7.1%0.8%29.6%14.0%23.0%10.1%8.9%8.6%15.2%13.3%G2 DETAILED GRADING PLAN10
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
RMATCH LINE - SEE SHEET XXGRADING DETAIL - COURTYARD B
SheetSTANFORD SENIOR LIVINGThese 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 18
GRADING DETAIL - COURTYARD A
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 ALL UNKNOWN
UNDERGROUND UTILITIES.
2.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS
REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM.
3.EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS
SHALL FOLLOW CITY REGULATIONS.
4.REFER TO SITE PLAN, LANDSCAPE PLAN, AND PLAT FOR ADDITIONAL INFORMATION.
5.THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING
ELEVATIONS OF ALL EXISTING SEWER MAINS, WATER MAINS, CURBS, GUTTERS AND
OTHER UTILITIES AT THE POINTS OF CONNECTION SHOWN ON THE PLANS, AND AT
ANY UTILITY CROSSINGS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS.
IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE
CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN.
6.FOR HARDSCAPE AND LANDSCAPING INFORMATION FOR COURTYARDS REFER TO
LANDSCAPING PLANS.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED DOOR
33.43
EXISTING RIGHT OF WAY
LEGEND:
PROPOSED CONCRETE
CROSS PAN (TYP.)
NORTH
( IN FEET )
010 10 20 30
1 INCH = 10 FEET
U
D
U
D
U
D
UDUDUDUDUDMONIT
O
RI
N
G
W
E
L
L
TRAFFIC RATEDEEEEE
E
EEEEEEE
E
EEWWWWWWWWWWWWWWWWWWWWWH YDSTORM LINE A
SEE SHEET ST1
PROPOSED 10'
DRAINAGE EASEMENT
SANITARY SERVICE LINE
SEE SHEET SS1
EXISTING 8"
WATER LINE
EXISTING
ELECTRIC
LINE
EXISTING
FIRE HYDRANT
EXISTING
STREET
LIGHT
INSPECTION
PORT (TYP.)
EXISTING 18"
VERTICAL
CURB AND
GUTTER
SAW-CUT
EXISTING
STRIPING
(TYP.)
121 STORMTECH
MC-3500 CHAMBERS
(11 CHAMBERS X 11 CHAMBERS
2 ISOLATOR ROWS
(22 STORMTECH
MC-3500 CHAMBERS)
EXISTING
HANDICAP
SIGN (4)
3.37
SG
3.37
SG
3.33SG3.17
SG(12.30)(13.27)(11.24)
(10
.
1
7
)
EXISTING STRIPING
(TO BE REPLACED
AFTER INSTALLATION
OF STORMTECH
CHAMBERS)0.1%SG0.0%S
G
0.2%SG0.3%SG0.
2%SG0.
0%
S
G
0.2%SG0.2%SG20' UTILITY
EASEMENT
BK. 2181 PG. 1262
14.91' ACCESS EASEMENT
REC. NO. 20120082646
3' UTILITY EASEMENT
BK. 2181 PG. 1262
PROPOSED 15'
EMERGENCY
ACCESS EASEMENT
PROPOSED 11'
EMERGENCY
ACCESS
EASEMENT
EXISTING 18"
VERTICAL CURB
AND GUTTER
PROPOSED 9'
UTILITY EASEMENT WQ BASIN A3.1
INV. IN=5004.26 (NE)
INV. OUT=5004.26 (SE)
INV. OUT=5004.26 (SW)
FG=5013.13
100-YR OUTFALL A2
INV. IN=5003.93 (NE)
INV. IN=5003.17 (NW)
INV. OUT=5003.00 (SW)
FG=5010.26
8
7
.
3
0
L
F
6
"
P
E
R
FO
R
A
T
E
D
H
D
P
E
@
0
.
2
0%
MONITORING WELL A2.1
INV. OUT=5003.34 (SE)
FG=5012.18
WQ BASIN A3
INV. IN=5004.08 (NE)
INV. OUT=5004.08 (SW)
FG=5011.25
INSPECTION
PORT (TYP.)STORM LINE A
SEE SHEET ST1
EXISTING
8" WATER LINE
SUB1SUBGRADE PLAN11
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
SheetSTANFORD SENIOR LIVINGThese 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 18
NORTH
( IN FEET )
010 10 20 30
1 INCH = 10 FEET
EXISTING WATER MAIN
PROPOSED STORM SEWER
LEGEND:
NOTES:
W
EXISTING ELECTRIC LINE E
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SERVICE
EXISTING FIRE HYDRANT
PROPOSED LOT LINE
PROJECT BOUNDARY
EXISTING STORM SEWER
EASEMENT LINE
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.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES.
3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND
STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF
FLARED END SECTIONS.
4.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT
FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S
TOLERANCES, ETC.).
5.ALL PROPOSED STORM LINES, INLETS, AND STORMTECH CHAMBERS ARE TO BE
PRIVATELY OWNED AND MAINTAINED.
6.PRIOR TO INSTALLING THE STORMTECH CHAMBERS THE CONTRACTOR SHALL
CONTACT THE STAMPING ENGINEER TO VERIFY MEANS AND METHODS FOR
DRAINAGE CERTIFICATION PURPOSES.
7.EVERY ROW OF STORMTECH CHAMBERS REQUIRES A MINIMUM OF ONE INSPECTION
PORT.
8.REFER TO DETAIL SHEETS FOR ADDITIONAL INFORMATION ON STORMTECH
CHAMBERS.
PROPOSED UNDERDRAIN UD
PROPOSED STORMTECH ISOLATOR CHAMBERS
S
PROPOSED STORMTECH CHAMBERS
PROPOSED CONTOUR
EXISTING CONTOUR
PROPOSED SUBGRADE CONTOUR
PROPOSED SUBGRADE SPOT ELEVATION
PROPOSED SUBGRADE SLOPES SG
(47.45
)
EXISTING SPOT ELEVATION
SG33.43
0.5%
SheetSTANFORD SENIOR LIVINGThese 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 18
DTL1DETAILS
12
COMPACTED GRANULAR MATERIAL
CONFORMING TO CDDH #67
LOWER LIMIT OF
TRENCH WALL
SLOPING
INITIAL LIFT *
12 IN. MIN.
PIPE O.D.
4 IN. MIN.
TRENCH WIDTH AS SPECIFIED
IN SECTION 02221
COMPACTED GRANULAR MATERIAL
CONFORMING TO CDDH #67
*
BEDDING REQUIRMENTS
WW-1
ALTERNATE BASE
POURED INVERT
PRECAST MANHOLE BASE2 IN. MIN.SLOPE
1 IN. MIN.
8 IN. MIN.
6 IN.
15 IN. OR LESS 48 IN.
60 IN.18 IN. TO 30 IN.
72 IN.OVER 30 INCHES
MIN. MANHOLE
MINIMUM INSIDE DIAMETER OF
DIAMETER
MANHOLE SHALL BE AS FOLLOWS:
PIPE SIZE5 FT. MIN. DEPTHCONCRETE ADJUSTMENT SHIMS
GROUTED INSIDE
ASTM C-478 ECCENTRIC CONE
PRE-FORMED PLASTIC GASKET
ASTM C-478 MANHOLE SECTIONS
GROUT BASE TO BARREL
SECTION ON INSIDE
PRE-FORMED PLASTIC GASKET
CAST-IN-PLACE CONCRETE BASE
16 IN. MAX.
FINISHED GRADE
30 IN. MIN.48 IN. MAX.VARIABLE28 IN. MAX.
24 IN.
SEE TABLE
6 IN.
12 IN.
SLOPE
1 IN./FT.
18 IN.
MAX.
MANHOLE RUNGS
12 IN. O.C.
8 IN. MIN
STANDARD MANHOLE
WW-3
6" WALLS MIN.
1.SECONDARY COMPARTMENT HAS VOLUME EQUAL TO
APPROXIMATELY 1/3 OF THE TOTAL CAPACITY.
2.JOINT BETWEEN LID AND VAULT TO BE SEALED WITH 1
ROW 1-1/2" BUTYL MASTIC SEALANT.
3.WALLS AND BOTTOM REINFORCED THROUGHOUT WITH
2x6/10 REMESH.
4.GREASE INTERCEPTOR MEETS ASTM C 1613 06
SPECIFICATIONS.
5.COVERS TO BE REINFORCED LONGITUDINALLY WITH
NO.6 REBAR ON 6" CENTERS, NO.4 REBAR ON 6"
CENTERS WIDTHWISE, AND NO.8 REBAR DIAGONALLY
AROUND THE ACCESS HOLES.
6.PIPE WITHIN INTERCEPTOR AND CLEAN OUT SHALL BE
SCHED. 40 MIN.
DESIGN PROPERTIES:
CONCRETE STRENGTH: 4,000 PSI
CONCRETE WEIGHT: 150 PCF
STEEL STRENGTH: 60,000 PSI (GRADE 60)
LOAD RATING: AASHTO HS20-44 RATED TO
1"-6" MAX. BURY
WATER LINE
10"W x 5"H
BLOCKOUT IN
24"Ø CAST IRON RING
& COVER (TYPICAL, IN
LID ABOVE PLAN VIEW)
4" THICK
BAFFLE WALL
BAFFLE WALL
CLEANOUT TO GRADE
LONG SWEEP WYE,
SCHEDULE 40 MATERIAL
VENT PIPING WITH VTR
OR INTERNAL TANK VENT
VENT THRU ROOF OF BUILDINGWATER
CAPACITY
APPROX.
GALLONS
GREASE
CAPACITY
APPROX.
CUBIC FT.
DIMENSIONS
NOTES:
A B C D E F G
750 4'7'46"48"44"62"26"
1000 6'10'31"33"29"48"38"
1250 6'10'36"38"34"54"38"
1500
2000
2500
6'13'33"35"31"54"50"
6'13'44"46"42"60"50"
6'12'58"60"56"78"48"
TRANSITION TO GASKETED
SDR-35 PIPE DOWN STREAM
OF CLEANOUT
250
333
416
500
666
833
24"Ø CAST IRON RING
& COVER (TYPICAL)
G
AB
8" LIDD12"C2 1/2"12"G FE (TYP.)6"HH
10"W x 5"H
BLOCKOUT IN
BAFFLE WALL
8"x4" BLOCKOUT FOR 4"
TO 6" PIPE (TYPICAL
OPPOSITE END)
17 1/2"
10"
13"
11 1/2"
17"
24"
VAULT DIMENSIONS MAY VARY FROM WHAT
IS SHOWN WITH ENGINEER'S APPROVAL.
GREASE INTERCEPTOR
WW-10
SECTION VIEW
NOTES:
1. ALL PIPE AND FITTINGS TO BE CAST IRON.
MINIMUM 3 INCH DIAMETER.
2. SECONDARY COMPARTMENT HAS VOLUME EQUAL
2 X 16 6/10 REMESH.
3. WALLS AND BOTTOM REINFORCED THROUGHOUT WITH
REBAR ON 6 IN. CENTERS, NO. 4 REBAR ON 6 IN. CENTERS
4. COVERS TO BE REINFORCED LONGITUDINALLY WITH NO. 6
WIDTHWISE, AND NO. 8 REBAR DIAGONALLY AROUND
ACCESS HOLES.
5. CLEAN OUT SHALL BE IRON BODY FERRULE.
ABOVE GROUND.
6. VENT PIPE SHALL BE CAST IRON TO A POINT 6 INCHES
7. CHECK WITH SUPPLIER FOR EXACT DIMENIONS.
TO 1/3 OF TOTAL CAPACITY.
WATER
CAPACITY
(APPROX)
GALLONS
320 7248
DC FE
DIMENSIONS
(INCHES)
TWO COMPARTMENT TANK
BA
22 30 44 24
584446367248500
206246409648780
30564234102721060
PLAN VIEW
24 IN. DIA MIN.
A
B
5 IN.
6 IN
6 IN
12 IN
2 IN. VENT
2 IN. MIN.
PIPE O.D.+IN.
24 IN. DIA. MIN.
F
MANHOLE COVER
E
14 IN.
8 IN.
GROUT
14 IN.
D
C
LONG SWEEP WYE
JOIN VENTS 1 IN. ABOVE
GRADE, CLEANOUT TO
GRADE
6 IN.ROOF LINE
WATER
LEVEL
12 IN.
8 IN.
2 IN.
1 IN.
8 IN.
6 IN.
6 IN.
8 IN.
3 IN.
5 IN.
TYPE A SAND & OIL INTERCEPTOR
WW-13
USE 2500 GALLONS. VERIFY WITH MEP PLANS.USE 780 GALLONS. VERIFY WITH MEP PLANS.
SheetSTANFORD SENIOR LIVINGThese 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 18
DTL2DETAILS
13
REV B7004-110-007DWG NO.1 OF 1SHEET1:16SCALEDWG SIZE A
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
www.nyloplast-us.com
DRAIN BASIN WITH OUTLET WEIR FOR STORMTECH
TITLE
PROJECT NO./NAME
MATERIAL
DATE
APPD BY
10-28-03DATE
EBCDRAWN BYTHIS PRINT DISCLOSES SUBJECT MATTER IN WHICH
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
TECHNICAL INFORMATION SHOWN HEREIN
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
CONTAINED HEREIN, OR MANUFACTURE OF ANY
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST.
10-28-03
CJA
4" - 24"
INLET PIPE
3 OUTLET WEIR
18" - 30"
DRAIN BASIN BODY
18" - 30" FRAME
& SOLID COVER
1
2
6" - 24"
OUTLET PIPE TO
HEADER / MANIFOLD
12" - 24"
OUTLET
PIPE TO
ISOLATOR
ROW
INLET
PIPE
3
1 - INVERT ELEVATIONS & LOCATIONS TO BE DETERMINED BY ENGINEER
2 - HEIGHT OF WEIR TO BE DETERMINED BY ENGINEER
3 - WEIR CUSTOM MANUFACTURED WITH STAINLESS STEEL TO MEET
OUTLET PIPE OPEN AREA
SIDE SECTION VIEW
TOP VIEW W/ FRAME &
COVER REMOVED
ORIFICE HOLE
18" - 30" FRAME & SOLID COVER
REV B7004-110-007DWG NO.1 OF 1SHEET1:16SCALEDWG SIZE A
3130 VERONA AVE
BUFORD, GA 30518
PHN (770) 932-2443
FAX (770) 932-2490
www.nyloplast-us.com
DRAIN BASIN WITH OUTLET WEIR FOR STORMTECH
TITLE
PROJECT NO./NAME
MATERIAL
DATE
APPD BY
10-28-03DATE
EBCDRAWN BYTHIS PRINT DISCLOSES SUBJECT MATTER IN WHICH
NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
OR POSSESSION OF THIS PRINT DOES NOT CONFER,
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
TECHNICAL INFORMATION SHOWN HEREIN
REPRODUCTION OF THIS PRINT OR ANY INFORMATION
CONTAINED HEREIN, OR MANUFACTURE OF ANY
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST.
10-28-03
CJA
4" - 24"
INLET PIPE
3 OUTLET WEIR
18" - 30"
DRAIN BASIN BODY
18" - 30" FRAME & SOLID COVER
1
2
6" - 24"
OUTLET PIPE TO
HEADER / MANIFOLD
12" - 24"
OUTLET
PIPE TO
ISOLATOR
ROW
INLET
PIPE
3
1 - INVERT ELEVATIONS & LOCATIONS TO BE DETERMINED BY ENGINEER
2 - HEIGHT OF WEIR TO BE DETERMINED BY ENGINEER
3 - WEIR CUSTOM MANUFACTURED WITH STAINLESS STEEL TO MEET
OUTLET PIPE OPEN AREA
SIDE SECTION VIEW
TOP VIEW W/ FRAME &
COVER REMOVED
200 WATER QUALITY WEIR STRUCTURES 201 OUTFALL WEIR AND ORIFICE STRUCTURE
WEIR SUMMARY TABLE
STRUCTURE ID TYPE PIPE INVERT WEIR HEIGHT (FT)
WQ BASIN A3 24" BASIN 5004.08 4.93
WQ BASIN A3.1 24" BASIN 5004.26 4.75
WEIR SUMMARY TABLE
STRUCTURE ID TYPE PIPE INVERT WEIR HEIGHT (FT)ORIFICE PLATE
DIAMTER (IN)
100-YR OUTFALL A2 24" BASIN 5003.00 6.01 6
SheetSTANFORD SENIOR LIVINGThese 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 18
DTL3DETAILS
14
302 MC-3500 STORMTECH UNDERDRAIN DETAIL, END CAPS, AND TECHNICAL SPECS StormTech888-892-2694 | WWW.STORMTECH.COM®Chamber SystemACCEPTABLE FILL MATERIALS: STORMTECH MC-3500 CHAMBER SYSTEMS
PLEASE NOTE:
1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE".
2.STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9" (230 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.
3.WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR
COMPACTION REQUIREMENTS.
4.ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.
NOTES:
1.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION
45x76 DESIGNATION SS.
2.MC-3500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".
3.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION
FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS.
4.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.
5.REQUIREMENTS FOR HANDLING AND INSTALLATION:
·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS.
·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3”.
·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 500 LBS/IN/IN.
AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS.
MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL
CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT
D
FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C'
LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED
GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D'
LAYER
ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS.
CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS.N/A
PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED
INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND
PREPARATION REQUIREMENTS.
C
INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THE
EMBEDMENT STONE ('B' LAYER) TO 24" (600 mm) ABOVE THE TOP OF THE
CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C'
LAYER.
GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR
PROCESSED AGGREGATE.
MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS
LAYER.
AASHTO M145¹
A-1, A-2-4, A-3
OR
AASHTO M43¹
3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10
BEGIN COMPACTIONS AFTER 24" (600 mm) OF MATERIAL OVER
THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN
12" (300 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR
WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR
PROCESSED AGGREGATE MATERIALS.
B EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE
FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE.CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹
3, 4
A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO
THE FOOT (BOTTOM) OF THE CHAMBER.CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹
3, 4 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3
45"
(1140 mm)
18"
(450 mm) MIN*
8'
(2.4 m)
MAX
12" (300 mm) MIN77" (1950 mm)
12" (300 mm) MIN
6"
(150 mm) MIN
DEPTH OF STONE TO BE DETERMINED
BY SITE DESIGN ENGINEER 9" (230 mm) MIN
D
C
B
A
*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED
INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,
INCREASE COVER TO 24" (600 mm).
6" (150 mm) MIN
PERIMETER STONE
(SEE NOTE 4)
EXCAVATION WALL
(CAN BE SLOPED OR VERTICAL)
MC-3500
END CAP SUBGRADE SOILS
(SEE NOTE 3)
PAVEMENT LAYER (DESIGNED
BY SITE DESIGN ENGINEER)
NO COMPACTION REQUIRED.
ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL
AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS
4640 TRUEMAN BLVDHILLIARD, OH 430261-800-733-7473DATE: DRAWN: BMPROJECT #: CHECKED: N/ATHIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATERESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.REVDRWCHKDESCRIPTIONTHE STANFORDFORT COLLINS, COSHEET
OF3 5 StormTech888-892-2694 | WWW.STORMTECH.COM®Chamber SystemINSPECTION & MAINTENANCE
STEP 1)INSPECT ISOLATOR ROW PLUS FOR SEDIMENT
A.INSPECTION PORTS (IF PRESENT)
A.1.REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN
A.2.REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED
A.3.USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG
A.4.LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL)
A.5.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.
B.ALL ISOLATOR PLUS ROWS
B.1.REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS
B.2.USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE
i)MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY
ii)FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE
B.3.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.
STEP 2)CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESS
A.A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED
B.APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN
C.VACUUM STRUCTURE SUMP AS REQUIRED
STEP 3)REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS.
STEP 4)INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM.
NOTES
1.INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS
OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS.
2.CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY.
CATCH BASIN
OR
MANHOLE
MC-3500 ISOLATOR ROW PLUS DETAIL
NTS
24" (600 mm) HDPE ACCESS PIPE REQUIRED USE
FACTORY PRE-CORED END CAP
PART #: MC3500IEPP24BC OR MC3500IEPP24BW
STORMTECH HIGHLY RECOMMENDS
FLEXSTORM INSERTS IN ANY UPSTREAM
STRUCTURES WITH OPEN GRATES
COVER PIPE CONNECTION TO END CAP WITH ADS
GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE MC-3500 CHAMBER
INSPECTION PORT
MC-3500 END CAP
ONE LAYER OF ADSPLUS175 WOVEN GEOTEXTILE BETWEEN
FOUNDATION STONE AND CHAMBERS
8.25' (2.51 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS
SUMP DEPTH TBD BY
SITE DESIGN ENGINEER
(24" [600 mm] MIN RECOMMENDED)
INSTALL FLAMP ON 24" (600 mm) ACCESS PIPE
PART #: MC350024RAMP
NOTE:
INSPECTION PORTS MAY BE CONNECTED THROUGH ANY CHAMBER CORRUGATION VALLEY.
STORMTECH CHAMBER
8" NYLOPLAST INSPECTION PORT
BODY (PART# 2708AG4IPKIT) OR
TRAFFIC RATED BOX W/SOLID
LOCKING COVER
CONCRETE COLLAR
PAVEMENT
12" (300 mm) MIN WIDTH
CONCRETE SLAB
6" (150 mm) MIN THICKNESS
4" PVC INSPECTION PORT DETAIL
(MC SERIES CHAMBER)
NTS
CONCRETE COLLAR NOT REQUIRED
FOR UNPAVED APPLICATIONS
4" (100 mm)
SDR 35 PIPE
4" (100 mm) INSERTA TEE
TO BE CENTERED ON
CORRUGATION VALLEY
4640 TRUEMAN BLVDHILLIARD, OH 430261-800-733-7473DATE: DRAWN: BMPROJECT #: CHECKED: N/ATHIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATERESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.REVDRWCHKDESCRIPTIONTHE STANFORDFORT COLLINS, COSHEET
OF4 5
StormTech888-892-2694 | WWW.STORMTECH.COM®Chamber SystemUNDERDRAIN DETAIL
NTS
A
A
B B
SECTION A-A
SECTION B-B
DUAL WALL
PERFORATED
HDPE
UNDERDRAIN
ADS GEOSYNTHETICS 601T
NON-WOVEN GEOTEXTILE
STORMTECH END CAP
ADS GEOSYNTHETICS 601T
NON-WOVEN GEOTEXTILE
STORMTECH
CHAMBER
OUTLET MANIFOLD
STORMTECH END CAP
STORMTECH
CHAMBERS
NUMBER AND SIZE OF UNDERDRAINS PER SITE DESIGN ENGINEER
4" (100 mm) TYP FOR SC-310 & SC-160LP SYSTEMS
6" (150 mm) TYP FOR SC-740, DC-780, MC-3500 & MC-4500 SYSTEMS
FOUNDATION STONE
BENEATH CHAMBERS
FOUNDATION STONE
BENEATH CHAMBERS
MC-SERIES END CAP INSERTION DETAIL
NTS
NOTE: MANIFOLD STUB MUST BE LAID HORIZONTAL
FOR A PROPER FIT IN END CAP OPENING.
MANIFOLD HEADER
MANIFOLD STUB
STORMTECH END CAP
MANIFOLD HEADER
MANIFOLD STUB
12" (300 mm)
MIN SEPARATION
12" (300 mm) MIN INSERTION
12" (300 mm)
MIN SEPARATION
12" (300 mm)
MIN INSERTION
PART #STUB B C
MC3500IEPP06T 6" (150 mm)33.21" (844 mm)---
MC3500IEPP06B ---0.66" (17 mm)
MC3500IEPP08T 8" (200 mm)31.16" (791 mm)---
MC3500IEPP08B ---0.81" (21 mm)
MC3500IEPP10T 10" (250 mm)29.04" (738 mm)---
MC3500IEPP10B ---0.93" (24 mm)
MC3500IEPP12T 12" (300 mm)26.36" (670 mm)---
MC3500IEPP12B ---1.35" (34 mm)
MC3500IEPP15T 15" (375 mm)23.39" (594 mm)---
MC3500IEPP15B ---1.50" (38 mm)
MC3500IEPP18TC
18" (450 mm)
20.03" (509 mm)---MC3500IEPP18TW
MC3500IEPP18BC ---1.77" (45 mm)
MC3500IEPP18BW
MC3500IEPP24TC
24" (600 mm)
14.48" (368 mm)---MC3500IEPP24TW
MC3500IEPP24BC ---2.06" (52 mm)
MC3500IEPP24BW
MC3500IEPP30BC 30" (750 mm)---2.75" (70 mm)
NOMINAL CHAMBER SPECIFICATIONS
SIZE (W X H X INSTALLED LENGTH)77.0" X 45.0" X 86.0" (1956 mm X 1143 mm X 2184 mm)
CHAMBER STORAGE 109.9 CUBIC FEET (3.11 m³)
MINIMUM INSTALLED STORAGE*175.0 CUBIC FEET (4.96 m³)
WEIGHT 134 lbs.(60.8 kg)
NOMINAL END CAP SPECIFICATIONS
SIZE (W X H X INSTALLED LENGTH)75.0" X 45.0" X 22.2" (1905 mm X 1143 mm X 564 mm)
END CAP STORAGE 14.9 CUBIC FEET (0.42 m³)
MINIMUM INSTALLED STORAGE*45.1 CUBIC FEET (1.28 m³)
WEIGHT 49 lbs.(22.2 kg)
*ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION, 6" SPACING BETWEEN
CHAMBERS, 6" (152 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY
MC-3500 TECHNICAL SPECIFICATION
NTS
90.0" (2286 mm)
ACTUAL LENGTH
86.0" (2184 mm)
INSTALLED
BUILD ROW IN THIS DIRECTION
NOTE: ALL DIMENSIONS ARE NOMINAL
LOWER JOINT
CORRUGATION
WEB
CREST
CREST
STIFFENING RIB
VALLEY
STIFFENING RIB
B
C
75.0"
(1905 mm)
45.0"
(1143 mm)
25.7"
(653 mm)
FOOT
77.0"
(1956 mm)
45.0"
(1143 mm)
STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B"
STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T"
END CAPS WITH A WELDED CROWN PLATE END WITH "C"
END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W"
UPPER JOINT CORRUGATION
22.2"
(564 mm)
INSTALLED
CUSTOM PRECORED INVERTS ARE
AVAILABLE UPON REQUEST.
INVENTORIED MANIFOLDS INCLUDE
12-24" (300-600 mm) SIZE ON SIZE
AND 15-48" (375-1200 mm)
ECCENTRIC MANIFOLDS. CUSTOM
INVERT LOCATIONS ON THE MC-3500
END CAP CUT IN THE FIELD ARE NOT
RECOMMENDED FOR PIPE SIZES
GREATER THAN 10" (250 mm). THE
INVERT LOCATION IN COLUMN 'B'
ARE THE HIGHEST POSSIBLE FOR
THE PIPE SIZE.
PART #STUB B C
MC3500IEPP06T 6" (150 mm)33.21" (844 mm)---
MC3500IEPP06B ---0.66" (17 mm)
MC3500IEPP08T 8" (200 mm)31.16" (791 mm)---
MC3500IEPP08B ---0.81" (21 mm)
MC3500IEPP10T 10" (250 mm)29.04" (738 mm)---
MC3500IEPP10B ---0.93" (24 mm)
MC3500IEPP12T 12" (300 mm)26.36" (670 mm)---
MC3500IEPP12B ---1.35" (34 mm)
MC3500IEPP15T 15" (375 mm)23.39" (594 mm)---
MC3500IEPP15B ---1.50" (38 mm)
MC3500IEPP18TC
18" (450 mm)
20.03" (509 mm)---MC3500IEPP18TW
MC3500IEPP18BC ---1.77" (45 mm)
MC3500IEPP18BW
MC3500IEPP24TC
24" (600 mm)
14.48" (368 mm)---MC3500IEPP24TW
MC3500IEPP24BC ---2.06" (52 mm)
MC3500IEPP24BW
MC3500IEPP30BC 30" (750 mm)---2.75" (70 mm)
NOMINAL CHAMBER SPECIFICATIONS
SIZE (W X H X INSTALLED LENGTH)77.0" X 45.0" X 86.0" (1956 mm X 1143 mm X 2184 mm)
CHAMBER STORAGE 109.9 CUBIC FEET (3.11 m³)
MINIMUM INSTALLED STORAGE*175.0 CUBIC FEET (4.96 m³)
WEIGHT 134 lbs.(60.8 kg)
NOMINAL END CAP SPECIFICATIONS
SIZE (W X H X INSTALLED LENGTH)75.0" X 45.0" X 22.2" (1905 mm X 1143 mm X 564 mm)
END CAP STORAGE 14.9 CUBIC FEET (0.42 m³)
MINIMUM INSTALLED STORAGE*45.1 CUBIC FEET (1.28 m³)
WEIGHT 49 lbs.(22.2 kg)
*ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION, 6" SPACING BETWEEN
CHAMBERS, 6" (152 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY
MC-3500 TECHNICAL SPECIFICATION
NTS
90.0" (2286 mm)
ACTUAL LENGTH
86.0" (2184 mm)
INSTALLED
BUILD ROW IN THIS DIRECTION
NOTE: ALL DIMENSIONS ARE NOMINAL
LOWER JOINT
CORRUGATION
WEB
CREST
CREST
STIFFENING RIB
VALLEY
STIFFENING RIB
B
C
75.0"
(1905 mm)
45.0"
(1143 mm)
25.7"
(653 mm)
FOOT
77.0"
(1956 mm)
45.0"
(1143 mm)
STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B"
STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T"
END CAPS WITH A WELDED CROWN PLATE END WITH "C"
END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W"
UPPER JOINT CORRUGATION
22.2"
(564 mm)
INSTALLED
CUSTOM PRECORED INVERTS ARE
AVAILABLE UPON REQUEST.
INVENTORIED MANIFOLDS INCLUDE
12-24" (300-600 mm) SIZE ON SIZE
AND 15-48" (375-1200 mm)
ECCENTRIC MANIFOLDS. CUSTOM
INVERT LOCATIONS ON THE MC-3500
END CAP CUT IN THE FIELD ARE NOT
RECOMMENDED FOR PIPE SIZES
GREATER THAN 10" (250 mm). THE
INVERT LOCATION IN COLUMN 'B'
ARE THE HIGHEST POSSIBLE FOR
THE PIPE SIZE.4640 TRUEMAN BLVDHILLIARD, OH 430261-800-733-7473DATE: DRAWN: BMPROJECT #: CHECKED: N/ATHIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATERESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.REVDRWCHKDESCRIPTIONTHE STANFORDFORT COLLINS, COSHEET
OF5 5
300 MC-3500 STORMTECH ACCEPTABLE FILL 301 MC-3500 STORMTECH ISOLATOR ROW, INSPECTION AND MAINTENANCE, INSPECTION PORT
MONITORING WELL
EXTEND MIN. 6" INTO SUBGRADE
8"
VARIES
(REFER TO
STORM DRAIN
PLAN)
NOTES:
1 - GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE
70-50-05
2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS
SEE DRAWING NO. 7001-110-065
4 - PERFORATIONS SHOULD NOT BE ON OR WITHIN 1" OF ADAPTERS.
5 - HOLES SHOULD BE STAGGERED EVERY OTHER ROW, AS SHOWN.
6 - MIN. 90° SEPARATION BETWEEN HOLES (MAX. 4 HOLES PER ROW)
2" MIN
Ø .375" MAX
SIDE VIEW
HOLE SIZE & LOCATION NTS
ENLARGED TO SHOW DETAIL
6"
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II
MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR
SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED
UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
TOP 12" TO BE SOLID, WITHOUT PERFORATIONS
12" SOLID
TOP
NO PERFORATIONS
WITHIN 1" OF ADAPTORS
OPEN BOTTOM
TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE
PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED
TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC
LOADING, & OTHER APPLICABLE DESIGN FACTORS.
8" MIN. THICKNESS GUIDELINE
12" MIN WIDTH GUIDELINE
304
FINISHED GRADE
NYLOPLAST DOME GRATE
FOR LANDSCAPING AREAS
NYLOPLAST PEDESTRIAN
GRATE FOR HARDSCAPED AREAS.
DO NOT INSTALL WITHIN ANY
PARKING SURFACES. ADJUST
GRATE TO FINISH GRADE ELEVATION
INJECTION MOLDED
WT TEE
INSERT INJECTION MOLDED,
GASKETED SPIGOT BY
BELL REDUCER
INJECTION MOLDED
WT TEE
HDPE PIPE (TYP)
GASKETED
CONNECTION
BUILDING
FACE
COORDINATE WITH
STRUCTURAL TO AVOID
FOOTING CONFLICTS
CONNECT HDPE PIPE TO
INTERNAL ROOF DRAIN.
COORDINATE WITH ARCHITECT
TO VERIFY EXACT LOCATIONS
TYPICAL ROOF LEADER CONNECTION
NOTE: CONTRACTOR TO VERIFY ALL ROOF DRAIN
AND DOWN SPOUT CONNECTIONS WITH ARCHITECT.
305
SCREEN SLOT TABLE
A B C D E
PIPE SIZE ROWS OF
SLOTS
MAXIMUM
SLOT
LENGTH
MAXIMUM
SLOT WIDTH
APPROX. SLOT
SPACING O.C.
MINIMUM
OPEN AREA
PER FOOT
6"3 (MIN.) - 6 (MAX.)1-3/8"0.032"0.516"1.98 SQ. IN.
DIMENSIONS FOR SLOTTED HDPE PIPE303
SheetSTANFORD SENIOR LIVINGThese 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 18
DTL4DETAILS
15
NOTES:
1. THE SIGN PLATE SHALL BE A MINIMUM OF 12"X18" WITH A THICKNESS OF .080
ALUMINUM CONSTRUCTION.
2. THE SIGN FACE SHALL HAVE A WHITE REFLECTIVE BACKGROUND WITH A RED
LEGEND. USE THE STANDARD 3M SCOTCHLITE SIGN FACE NUMBER R7-32 OR
EQUIVALENT, WITH RED LETTERING AS SHOWN ABOVE.
3. ARROWS MAY BE NEEDED (LEFT, RIGHT OR DOUBLE), TO DESIGNATE BEGIN AND END OF
NO PARKING AREA.
FIRE
LANE
NO
PARKING
BY ORDER OF THE
FIRE MARSHAL
STANDARD
FIRE LANE SIGN DETAIL
UNIVERSAL
FIRE LANE SIGN DETAIL
18"
2"
1 1/2"
3/4"
12"12"
FIRE LANE
COLOR SCHEDULE
BACKGROUND
"P"
RED
WHITE
BLACK
LEGEND, CIRCLE DIAGONAL, BORDER,
"ARROW", "FIRE LANE"
(FORT COLLINS ONLY)
ATTACHED SIDEWALK DETAIL
Slope sidewalk to curb 1/4" per foot.
NOTE: Construct sidewalk with joints at 10' intervals
R 1/8"
WEAKENED PLANE JOINT EXPANSION JOINT
R1/4"
and aligned with scoring on curb.
INSTALL IN LOCATIONS SPECIFIED
IN CHAPTER 22
1/2"
1/4"1/4 SLAB THICKNESS
1/4"
1/2" Expansion
Joint material
DETACHED SIDEWALK DETAIL
Variable
Landscaping
Slope sidewalk to curb 1/4" per foot.
2' min.
Slope: Minumum 14"/ft
Maximum 3"/ft
Transition back of walk (typ.)
Broom finishBroom finish
SECTION A-A
MID-BLOCK LOCATION
Varies *
1:12
Slope
(max.)
1:50 see note 2 Flowline(max.)
Slope
1:12
5'
A
Varies *
Wood float finish thru ramp Slope1:12Slope
1:12
CORNER LOCATION
ramp
finish thru
Wood float
Broom finish
A
Varie
s *(max.)AA5'(max)(Radius varies)
(typ.)
back of walk
Transition
2
Broom finishBACK OF WALK / LANDINGRetaining Curb (Optional)12"(max.)(min.)TWalk
Curb
Gutter
NOTES:
1. T = Concrete thickness, 6" minimum for entire ramp area.
2. 1:50 Max unless a landing behind ramp (then ramp can be 1:12 with 1:20 on the detectable warning).
3. See CONST. DWG. 1606(a) and 1607 for Fort Collins.
4. Detectable Warning to extend the full width of the ramp. Material to be approved by Local Engineer.
5. 0" Curb height, See Section A-A.
6. Standard Curb and Gutter Section , See Standard Drawing 701.
2'-0" (min)
6"
Walk
Gutter
Curb Varies *Detectable Warning
1/4" per ft.
1" per ft.1" per ft.1" per ft.1" per ft.
On a radius hold 6" at the
corners of the truncated
dome warning.2"Retaining
Curb
(Optional)
6"
* Curb to match slope
of sidewalk, Ramp length
not to exceed 15'-0"
See Note 6
See Note 5
See Note 5
See Note 6
Detectable Warning,
See Note 4
Detectable Warning,
See Note 4
Retaining Curb (Optional)
to retain ground behind
the walk, if needed
400 PEDESTRIAN CROSSWALK
402
PAVING SECTIONS
(PRIVATE AREAS OUTSIDE ROW)
NOTES:
1.ALL SITE GRADING, SUBGRADE PREPARATION AND PAVING SHALL FOLLOW THE GEOTECHNICAL
RECOMMENDATIONS CONTAINED IN THE REPORT BY EARTH ENGINEERING CONSULTANTS, LLC., TITLED
"SUBSURFACE EXPLORATION/EVALUATION AND PAVEMENT DESIGN REPORT STANFORD SENIOR LIVING
FACILITY SOUTH PARKING LOT SOUTH OF MONRO AVENUE AND WEST OF STANFORD ROAD" FORT COLLINS,
COLORADO" (EEC PROJECT:1202023), DATED JANUARY 27, 2021.
2.NOTE THAT THESE PAVING SECTIONS ARE TO BE USED ONLY FOR AREAS OUTSIDE OF PUBLIC RIGHT-OF-WAY.
PAVING SECTIONS WITHIN PUBLIC RIGHT-OF-WAY WILL BE REQUIRED BY THE CITY OF FORT COLLINS TO BE
PER AN APPROVED PAVEMENT DESIGN REPORT.
3.SEE CDOT STANDARD M-412-1 FOR TYPICAL CONCRETE PAVING JOINT LAYOUT.
4.CONCRETE PARKING LOT SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 330R-08.
PAVEMENT SECTION
6" PCC
7"
APPROVED
SUBGRADE
5" HOT MIX
ASPHALT
HEAVY DUTY
5.5" PCC
7"
APPROVED
SUBGRADE
4" HOT MIX
ASPHALT
PAVEMENT SECTION
LIGHT DUTY
PRIVATE CURB & GUTTER
FLUSH 18" INFLOW
401
18" OUTFALL
CurbFlareVaries
CurbFlareRampCurbCurb
FlareRampVaries PanelsPanels6"RampWidth:4.5'5.0'6.0'7.0'8.0'Note:Truncated dome panels areavailable in 2'x2' squaresand 2'x2.5' rectangles.Combine the widths to fitthe ramp. Panels may becut to no less than a 2'x1.5'size.Panel WidthCombinations:2'+2.5'2.5'+2.5'2'+2'+2'2.5'+2'+2.5'2'+2'+2'+2'Notes: 1. Truncated dome warning panel: Install panels along with the concrete pour for the ramp. Specifications for the panel and installation instructions will be provided upon request. 2. This drawing shows vertical curb.For Drive Over Curb the warning detection location shall be placed inthe same position 6" back from theback of curb. 3. If curb and gutter are poured monolithic with ramp, place domeedge at back of curb as shown. Ifnot poured monolithic, place domeedge 6" from back of curb.Case 1-Directional RampsCase 2-Non-Directional RampsVaries
PanelsRampPanelsFlareCurbCase 3-Mid-Block Ramps6"PanelsPanelsFlare6"FlareVaries
FORT COLLINS ONLY
Aligned with
Pedestrian flow
GutterorApron℄Center line of rampBOC-Back of CurbFOC -Face of Curb-Flow lineVaries
2'-0"
2'-0"AAFOC or ℄
2'-0"BOCBOC1:12 max slope1:20slopePanels embedded in theconcrete ramps Section A-A (Center line of ramp)NTSFlow line Curb
and Gutter
BOC
See Note 3
Radius = 8"
1. No joints are allowed in the flowline. Six inch wide curb or "dummy joint" may be tooled no closer than 6 inches
from flow line as shown.
2. Pedestrian landing area required 4 ft length x 4 ft width, max slope in any direction is 1:50 or 14" per foot.
3. Joint pattern to be according to intersection gutter detail' or as determined by the local entity.
4. Wood float finish is required over the sloped surface of ramp and flares.
5. A 6" wide curb option may be poured along side of the ramp as shown if required. If curb is used it shall match
style of adjacent curb and gutter.
6. Minimum ramp width shall be four feet, or the same as the widest adjacent sidewalk, whichever is greater, up to a
maximum width of 8 feet.
7. Detectable warning is to extend full width of the ramp and be a minimum of 2.0' in the direction of travel. Material
to be approved by local engineer
8. T = Concrete thickness, 6" minimum for entire ramp area.
SECTION A-A
PLAN VIEW
N.T.S.
N.T.S.
NOTES:
2' Transition (TYP.)
4' (min)
6"
2'
1:20 (max)
1:12 (ma
x
)
T, See Note 8
0" Curb
Lip of Gutter
Detectable
Warning
A
A
1/2" per ft.
1" per ft.
Flare
Curb
Flare Detectable Warning
Curb Option,
See Note 5
Curb
(TYP.)SIDEWALK
SIDEWALK0" Curb Height,
See Section A-A
(TYP)
Standard Curb
and Gutter,
See Standard
Dwg 701 (TYP)
Pedestrian
Landing Area,
See Note 2
2' (min)
24" OUTFALL
24" INFLOW 30" INFLOW
REFER TO SHEET HC1 FOR LOCATIONS OF SPECIFIC CURB TYPE.Outside continental bar shall becentered 1' from edge of pavement.Continental crosswalk bars (1.5'x9' Typ.)shall be placed centered on each laneline and in the center of each lane. Lanes5' wide or less shall not receive a barcentered in the lane.Pedestrian Path"CONTINENTAL CROSSWALK BARS"NOTE: All continental crosswalk bars are to beconstructed of white preformed thermoplasticpavement markings by Premark or approved equal.Pedestrian Path1.5' TYP9'1'Stop signThis detail may be used for bike crossingor mid-block crosswalks.Edge of Pavement
UDU
D
MONITO
R
I
N
G
W
E
L
L
TRAFFIC
R
A
T
E
D
D
D
D
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
IP
W1
W1
W1
RS
RS
RS
RS
RSRS
RS
SFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SFSFS
F
S
F
SFS
F
S
F
S
F
SFSFSF
SF
SF
SF
SF
SF SF
SF
SF
SF
SF
RS
VTC
VTC
CW
CW
MONROE DRIVE
(PRIVATE ROAD)STANFORD ROADPORTION OF LOT 3 STRACHAN
SUBDIVISION THIRD FILING
REC. NO. 20190052896
PORTION OF LOT 3 STRACHAN
SUBDIVISION THIRD FILING
REC. NO. 20180064205
TRACT J
FOOTHILLS MALL
REDEVELOPMENT SUB.
FILING NO. 3
LOT 6
FOOTHILLS MALL
REDEVELOPMENT SUB.
LOT 2 PRIVATE ROAD
REC.NO. 88042989 &
PORTION OF PARCEL 1
STORM LINE A
SEE SHEET ST1
STORM LINE A.4
SEE SHEET ST2
STORMTECH CHAMBERS
SEE SHEET SUB1
INSTALL INLET PROTECTION
FOR BOTH CURB INLETS AT
NORTHWEST CORNER OF
THE INTERSECTION OF
HORSETOOTH ROAD AND
STANFORD DRIVE 3.5%1.0%3.
3
%
2.
1
%
16:1
6:1
10:1
9:1
12
:
1
4:1
59:15:110:19:1
7:1
1
2
:
1
6:19:1
13:15:1
15:1 2
.
0%
2.5%2.5%4.2%3.5%2.0%2.9%
3.0%7.5%11.9%4.8%5.5%
CURB CUT
CURB CUT
W2
W2
13'
50'
18'
18'
RS
RS
RS
RS
INSTALL INLET PROTECTION
FOR CUSTOM INLET THAT
WAS INSTALLED PER
STRACHAN 3RD FILING.
DS
DS
DS
DS
DS
DS DS
DS
DS
SheetSTANFORD SENIOR LIVINGThese 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 18
TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION
Project: STANFORD SENIOR LIVING
CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING
BEST MANAGEMENT PRACTICES (BMPS)
STRUCTURAL "INSTALLATION"
Silt Fence Barriers *
Flow Barriers (Wattles) *
Inlet Filter Bags *
Vegetative
Temporary Seeding Planting
Mulching / Sealant
Permanent Seeding Planting
Sod Installation
Rolled Products : Netting / Blankets / Mats
Contour Furrows (Ripping / Disking)
Rock Bags *
UTILITIES
INSTALLATION
FLAT WORK
INSTALLATION
VERTICAL
INSTALLATION LANDSCAPE DEMOBILIZATION
Vehicle Tracking Pad *
* All Temporary BMPs to be Removed once Construction is Complete
Any prior inlets that could use protecting
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Anytime the site will sit dormant longer than 30 Days
Riprap
1.IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A
GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF BEST
MANAGEMENT PRACTICES (BMPs) IS EXPECTED. ADDITIONAL AND/OR
DIFFERENT BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY
DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS
REQUIRED BY LOCAL AUTHORITIES.
2.THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH,
GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY
SHOWN IN THEIR EXACT LOCATION.
3.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.
4.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL
MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF
SITE STABILIZATION.
5.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL
STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY
STABILIZED.
6.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR
DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL
CONNECTION IS ESTABLISHED WITH DOWNSPOUT.
7.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE
SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES
FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.)
8.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY
THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION
MATS, TEMPORARY IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING
MAY BE NECESSARY TO ESTABLISH VEGETATIVE COVER AND STABILIZE THE
SLOPE.
9.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE
NECESSARY TO INSURE THAT EACH BUILDING PAD IS STABILIZED
THROUGHOUT CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE ALLOWED TO
CROSS THE PUBLIC SIDEWALKS.
10.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.)
11.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET
FROM NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR
MANMADE DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET
IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO DIRECTLY
FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR
DRAINAGE WAY.
12.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION
UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET
FROM ANY STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID
FACILITIES MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW
POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A
BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS SHALL BE
LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE
STAKED DOWN.
14.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE
CITY'S CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS
ARE OF SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH, IN THE
INSPECTOR'S OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE.
15.WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER
MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL
BE TREATED WITH MULCH AND MULCH TACKIFIER OR OTHER MATERIALS
APPROVED BY EROSION CONTROL STAFF TO PREVENT EROSION.
16.CONTRACTOR SHALL EXERCISE CAUTION TO PROTECT LOW-IMPACT
DEVELOPMENT FACILITIES FROM SEDIMENTATION. THIS INCLUDES EDUCATING
SUBCONTRACTORS ON-SITE.
17.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING,
REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION
METHODS.
18.DIRT AND DEBRIS FROM CONSTRUCTION ACTIVITIES TRACKED ON CITY
STREETS SHALL BE KEPT TO A MINIMUM AND CLEANED NIGHTLY OR AT THE
SUGGESTION OF THE CITY'S EROSION CONTROL INSPECTOR.
19.CONTRACTOR SHALL KEEP CONSTRUCTION VEHICLES ENTERING AND EXITING
SITE TO A MINIMUM.
20.SEE SHEET C0.02 FOR CITY OF FORT COLLINS EROSION CONTROL NOTES FOR
ADDITIONAL INFORMATION.
EROSION CONTROL NOTES:
NORTH
EROS1EROSION CONTROL PLAN16
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
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
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
NOTES:
PROPOSED STORM INLET
EXISTING LOT LINE
EXISTING RIGHT OF WAY
LEGEND:
SF
IP
DS
INLET PROTECTION
W1WATTLE OPTION 1
SILT FENCE
VEHICLE TRACKING PAD
SF
CWA
DANDY SACK (INLET PROTECTION)
W2WATTLE OPTION 2
RSROCK SOCK
1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP
MULCHING OR SIMILAR METHODS (AS APPLICABLE).
2.TOTAL DISTURBED AREA = 2.50 ACRES
3.SWMP ADMINISTRATOR:
Contact ________________________________
Company ________________________________
Address ________________________________
Phone ________________________________
4.REMOVE SEDIMENT THAT IS TRACKED ONTO THE PUBLIC RIGHT OF WAY DAILY OR
MORE FREQUENTLY ASS NEEDED. EXCESS SEDIMENT IN THE ROADWAY INDICATES
THAT THE STABILIZED CONSTRUCTION ENTRANCE NEEDS MAINTENANCE.
5.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE
WASHOUT AREA IF ACCESS IS OFF PAVEMENT.
6.REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE DANDY SACK,
SURFACE AND VICINITY OF THE UNIT AFTER EACH STORM EVENT. IF USING
OPTIONAL OIL ABSORBENTS, REMOVE AND REPLACE ABSORBENTS WHEN THEY
NEAR SATURATION.
7.REFER TO THE "STORM WATER MANAGEMENT PLAN & EROSION CONTROL REPORT
FOR THE STANFORD SENIOR LIVING BY NORTHERN ENGINEERING, FOR ADDITIONAL
INFORMATION.
8.FINAL STABILIZATION WILL BE COMPLETED IN ACCORDANCE WITH THE APPROVED
LANDSCAPE PLANS ASSOCIATED WITH THIS MINOR AMENDMENT.
NOTE:
ALL BMP'S SHOWN ON THIS PLAN ARE GRAPHIC REPRESENTATIONS ONLY.
FINAL DETERMINATION OF SIZE AND LOCATION SHALL BE DETERMINED BY
THE CONTRACTOR AND DOCUMENTED ON THE DYNAMIC SITE PLAN.
CONCRETE WASHOUT AREA
VTC
SheetSTANFORD SENIOR LIVINGThese 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 18
EROS2EROSION CONTROL DETAILS17
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
001 SILT FENCE
SF SF
002 CURB INLET PROTECTION
IP
CWA
004 CONCRETE WASHOUT AREA
FL
O
W
3'-4'
ADJACENT ROLLS SHALL
TIGHTLY ABUT
W1 NOTES:
INSTALLATION:
WHEN INSTALLING RUNNING LENGTHS OF WATTLES, BUTT THE SECOND
WATTLE TIGHTLY AGAINST THE FIRST, DO NOT OVERLAP THE ENDS. STAKE
THE WATTLES AT EACH END AND FOUR FOOT ON CENTER. FOR EXAMPLE:
A 25 FOOT WATTLE USES 6 STAKES
A 20 FOOT WATTLE USES 5 STAKES
A 12 FOOT WATTLE USES 4 STAKES
STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE.
LEAVING 2 - 3 INCHES OF THE STAKE PROTRUDING ABOVE THE WATTLE. A
HEAVY SEDIMENT LOAD WILL TEND TO PICK THE WATTLE UP AND COULD
PULL IT OFF THE STAKES IF THEY ARE DRIVEN DOWN TOO LOW. IT MAY BE
NECESSARY TO MAKE A HOLE IN THE WATTLE WITH A PICK END OF YOUR
MADDOX IN ORDER TO GET THE STAKE THROUGH THE STRAW. WHEN
STRAW WATTLES ARE USED FOR FLAT GROUND APPLICATIONS, DRIVE THE
STAKES STRAIGHT DOWN; WHEN INSTALLING WATTLES ON SLOPES, DRIVE
THE STAKES PERPENDICULAR TO THE SLOPE.
DRIVE THE FIRST END STAKE OF THE SECOND WATTLE AT AN ANGLE
TOWARD THE FIRST WATTLE IN ORDER TO HELP ABUT THEM TIGHTLY
TOGETHER. IF YOU HAVE DIFFICULTY DRIVING THE STAKE INTO EXTREMELY
HARD OR ROCKY SLOPES, A PILOT BAR MAY BE NEEDED TO BEGIN THE
STAKE HOLE.
1"x 1" WOOD STAKES
18"-24"
BAILING WIRE OR
NYLON ROPE
WATTLE "A"WATTLE "B"
1'2'
TYP.
1'1'
W2 NOTES:
INSTALLATION:
STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER
AND ON EACH SIDE OF THE WATTLE. LEAVING 4"-6" OF
STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR
NYLON ROPE SHOULD BE TIED TO THE STAKES ACROSS
THE WATTLE. STAKES SHOULD THEN BE DRIVEN UNTIL THE
BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO
THE WATTLE.
WHEN INSTALLING RUNNING LENGTHS OF WATTLES, TO
PREVENT SHIFTING, BUTT THE SECOND WATTLE TIGHTLY
AGAINST THE FIRST. DO NOT OVERLAP THE ENDS. STAKES
SHOULD BE DRIVEN 1 FT. FROM END, ACROSS FROM AND
ON EACH SIDE OF WATTLE LEAVING 4"-6" OF STAKE
PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR
NYLON ROPE SHOULD BE TIED TO STAKES IN AN HOUR
GLASS FORMATION (FRONT TO BACK OF WATTLE "A",
ACROSS TO FRONT OF WATTLE "B", ACROSS TO BACK AND
BACK TO FRONT OF WATTLE "A"). STAKES SHOULD THEN BE
DRIVEN IN UNTIL BAILING WIRE OR NYLON ROPE IS
SUFFICIENTLY SNUG TO THE WATTLE.
SEDIMENT
DEPOSITION
ZONE
STORM WATER LINE
WEIGHTED WATTLE
LIP OF GUTTER
SIDEWALK EXISTING OR
PROPOSED INLET
TOP BACK CURB
FLOW LINE
SEDIMENT
DEPOSITION
ZONE
STORM WATER LINE
LIP OF GUTTER
WEIGHTED WATTLE
AT 45 DEG. TO CURB
SIDEWALK
TOP BACK CURB
FLOW LINE
SIDEWALK
TOP BACK CURB
FLOW LINE
W4 NOTES:
1. NUMBER OF WATTLES AND SPACING SHOULD BE DETERMINED BY THE SLOPE AND SITE CONDITIONS.
2. TUBULAR MARKERS SHALL MEET THE REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
3. CITY RECOMMENDS INSTALLING AT LEAST 3 CHECKDAMS WHEN USING THIS SETUP.
LIP OF GUTTER
WEIGHTED WATTLE
W1 & W2 INSTALLATION NOTES:
1. THE LOCATION AND LENGTH OF WATTLE IS DEPENDENT ON THE CONDITIONS OF EACH SITE.
2. WATTLES SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES.
3. WATTLES SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR, OR COCONUT FIBER.
4. NOT FOR USE IN CONCENTRATED FLOW AREAS.
5. THE WATTLES SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF TWO (2) INCHES.
6. WATTLES SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS.
7. ON SLOPES, WATTLES SHOULD BE INSTALLED ON CONTOUR WITH A SLIGHT DOWNWARD ANGLE AT THE END OF THE ROW IN ORDER TO PREVENT
PONDING AT THE MID SECTION.
8. RUNNING LENGTHS OF WATTLES SHOULD BE ABUTTED FIRMLY TO ENSURE NO LEAKAGE AT THE ABUTMENTS.
9. SPACING - DOWNSLOPE:
VERTICAL SPACING FOR SLOPE INSTALLATIONS SHOULD BE DETERMINED BY SITE CONDITIONS. SLOPE GRADIENT AND SOIL TYPE ARE THE MAIN
FACTORS. A GOOD RULE OF THUMB IS:
1:1 SLOPES = 10 FEET APART
2:1 SLOPES = 20 FEET APART
3:1 SLOPES = 30 FEET APART
4:1 SLOPES = 40 FEET APART, ETC.
HOWEVER, ADJUSTMENTS MAY HAVE TO BE MADE FOR THE SOIL TYPE: FOR SOFT, LOAMY SOILS - ADJUST THE ROWS CLOSER TOGETHER;
FOR HARD, ROCKY SOILS - ADJUST THE ROWS FURTHER APART. A SECONDARY WATTLE PLACED BEHIND THE ABUTMENT OF TWO WATTLES IS
ENCOURAGED ON STEEP SLOPES OR WHERE JOINTS HAVE FAILED IN THE PAST.
10. STAKING: THE CITY RECOMMENDS USING WOOD STAKES TO SECURE THE WATTLES. 1/2" TO 5/8" REBAR IS ALSO ACCEPTABLE. BE SURE TO USE A
STAKE THAT IS LONG ENOUGH TO PROTRUDE SEVERAL INCHES ABOVE THE WATTLE: 18" IS A GOOD LENGTH FOR HARD, ROCKY SOIL. FOR SOFT
LOAMY SOIL USE A 24" STAKE.
4"-6" ABOVE WATTLE AFTER BAILING WIRE
OR NYLON ROPE IS ATTACHED. STAKES
NEED TO BE TAMPED UNTIL WIRE/ROPE IS
SNUG WITH WATTLE.
W3 NOTE:
IF THE AREA BEHIND THE INLET IS NOT STABILIZED, A
BMP SHOULD BE USED TO PREVENT SEDIMENT FROM
ENTERING THE INLET
1"x 1" WOOD STAKES
18"-24"
THE CONTRACTOR SHALL INSPECT WATTLES EVERY TWO WEEKS AND AFTER ANY SIGNIFICANT STORM EVENT AND MAKE REPAIRS OR REMOVE SEDIMENT
ACCUMULATED BEHIND WATTLE AS NECESSARY.
SEDIMENT ACCUMULATED BEHIND WATTLE SHALL BE REMOVED WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DIAMETER OF THE WATTLE.
WATTLES SHALL REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND IS ACCEPTED BY THE CITY.
WATTLE MAINTENANCE NOTES:
1.
2.
3.
ENDS SHALL ABUT TIGHTLY
TO BACK OF CURB
END SHALL ABUT TIGHTLY
TO BACK OF CURB
ENDS OF ADJACENT WATTLES
SHALL BE TIGHTLY ABUTTED
TO PREVENT SEDIMENT BYPASS
4' MAX.
SEDIMENT
DEPOSITION ZONE
W2 NOTE:
ONLY WATTLES MADE WITH COCONUT
FIBERS SHALL BE USED WHEN
INSTALLATION COMES IN CONTACT WITH A
WATER BODY.
SIDEWALK CULVERT/CHASE/PAN
W3, W4 & W5 NOTES:
1. WHEN USING STRAW WATTLE, THE STRAW WATTLE MUST HAVE A WEIGHTED
CORE.
2. ALL PRODUCTS SHALL BE INSTALLED PER THE MANUFACTURER'S
SPECIFICATIONS.
3. OTHER PRODUCTS MAY BE USED IN PLACE OF WEIGHTED WATTLES UPON
WRITTEN APPROVAL FROM THE CITY. NOTE: A COPY OF DETAILS AND
SPECIFICATIONS WILL NEED TO BE INCORPORATED INTO THE SWMP.
END SHALL
TIGHTLY ABUT TO
BACK OF CURB
SEDIMENT
DEPOSITION ZONE
TUBULAR
MARKER
EXISTING OR
PROPOSED INLET END SHALL
TIGHTLY ABUT TO
BACK OF CURB
005 WATTLE INSTALLATION
VTC
003 VEHICLE CONTROL TRACKING PAD
007 REVEGETATION SPECIFICATIONS
“”
“”
•
Ô
Ô
Ô
Ô
Ô
DS
006 WATTLE INSTALLATION
D
D
D UDU
D
MONITOR
I
N
G
W
E
L
L
TRAFFIC R
A
T
E
D
T
T
T
T
D
VAULT
ELEC
VAULT
ELECELEC
T S
D
a
d
121 MC-3500
STORMTECH
CHAMBERS
EXISTING STORM
STRUCTURE BUILT
PER STRACHAN SUBDIVISION
THIRD FILING
EXISTING 36" RCP
EXISTING 36" RCP
EXISTING
STORM MH
ISOLATOR ROWS
(22 MC-3500 STORMTECH
CHAMBERS)
1' CURB CUT
1' CURB CUT
30"x36" HERCP
MONROE DRIVE
(PRIVATE ROAD)STANFORD ROADSTORM LINE OUTFALL
f
PORTION OF LOT 3 STRACHAN
SUBDIVISION THIRD FILING
REC. NO. 20190052896
PORTION OF LOT 3 STRACHAN
SUBDIVISION THIRD FILING
REC. NO. 20180064205
UNPLATTED
REC. NO.
2015002744
g
STORM LINE
CONNECTION
TO COURTYARD
b
e
os
h11
h1
h2
h3
h4
h5
h6
h7
h12
h8
h9
h10
c
C
A
E
D
F
G B
H1
OS
H2
H3
H4
H5
H6
H8
H9
H10
H11
H7
H12
STORM LINE A
SEE SHEET ST1
STORM LINE A
SEE SHEET ST1
STORM LINE A4
SEE SHEET ST2
PROPOSED
DRAINAGE
EASEMENT
EXISTING 36" RCP
WQ BASIN A3
WQ BASIN A3.1
100-YR OUTFALL A2
INLET A7.1
INLET A7
INLET A8
INLET A12
INLET A16
INLET A10.5
INLET A10.4.1
INLET A10.5.1
INLET A10.6
INLET A10.7
INLET A4.10
INLET A4.7
INLET A4.3
INLET A4.2
INLET A4.1
INLET A5
INLET A16.1
INLET A14.1
INLET A17
e
e
COURTYARD A
SEE SHEET G2
COURTYARD B
SEE SHEET G2
STORMTECH CHAMBERS
SEE SHEET SUB1
SWALE
INLET A17.1
PROPOSED 10'
UTILITY EASEMENT
SheetSTANFORD SENIOR LIVINGThese 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 18
DR1 DRAINAGE EXHIBIT18
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
OVERLAND FLOW
PROPOSED STORM INLET
EXISTING LOT LINE
BASIN AREA
RUNOFF SUMMARY:
A
a
EXISTING RIGHT OF WAY
DESIGN POINT
BASIN ID
BASIN MINOR AND MAJOR C COEFFICIENTS
PROPERTY BOUNDARY
LEGEND:
1.REFER TO THE "FINAL DRAINAGE REPORT FOR STANFORD SENIOR LIVING" BY
NORTHERN ENGINEERING DATED 07/14/2021 FOR ADDITIONAL INFORMATION.
2.STANFORD SENIOR LIVING PROJECT WILL BE DETAINING THE DIFFERENCE BETWEEN
THE HISTORIC 10-YEAR EVENT AND THE DEVELOPED 100-YEAR EVENT.
3.LID MEASURES ARE PROVIDED VIA ISOLATOR ROWS.
4.ALL PROPOSED STORM SEWER AND STORMTECH SYSTEM ARE TO BE PRIVATELY
OWNED AND MAINTAINED.
NOTES:
CONCENTRATED FLOW
BASIN DELINEATION
BASIN
TOTAL
AREA
(acres)
Tc2
(min)
Tc100
(min)
C2 C100 Q2
(cfs)
Q100
(cfs)
A 0.12 5.0 5.0 0.36 0.42 0.13 0.52
B 0.05 5.0 5.0 0.82 0.87 0.12 0.46
C 0.09 5.0 5.0 0.95 1.00 0.24 0.90
D 0.41 5.0 5.0 0.37 0.43 0.43 1.76
E 0.27 5.0 5.0 0.83 0.88 0.65 2.40
F 0.05 5.0 5.0 0.80 0.85 0.11 0.43
G 0.19 5.0 5.0 0.42 0.48 0.23 0.93
H1 0.05 5.0 5.0 0.95 1.00 0.14 0.51
H2 0.11 5.0 5.0 0.95 1.00 0.28 1.05
H3 0.05 5.0 5.0 0.95 1.00 0.13 0.48
H4 0.11 5.0 5.0 0.95 1.00 0.29 1.08
H5 0.05 5.0 5.0 0.95 1.00 0.14 0.50
H6 0.04 5.0 5.0 0.95 1.00 0.12 0.45
H7 0.04 5.0 5.0 0.95 1.00 0.12 0.44
H8 0.06 5.0 5.0 0.95 1.00 0.17 0.61
H9 0.19 5.0 5.0 0.95 1.00 0.53 1.93
H10 0.19 5.0 5.0 0.95 1.00 0.53 1.94
H11 0.09 5.0 5.0 0.95 1.00 0.24 0.87
H12 0.16 5.0 5.0 0.88 0.93 0.41 1.51
OS 0.15 5.0 5.0 0.27 0.33 0.11 0.48
Combined Basins
Basins
A-OS 2.50 5.0 5.0 0.72 0.77 5.13 19.17