HomeMy WebLinkAboutBLOOM FILING THREE MULTI-FAMILY DWELLINGS - PDP220011 - SUBMITTAL DOCUMENTS - ROUND 4 - UTILITY PLANSN
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FOR THE MARKING OF UNDERGROUND
BEFORE YOU DIG, GRADE, OR EXCAVATE
CALL 2 BUSINESS DAYS IN ADVANCE
CENTER OF COLORADO
CALL UTILITY NOTIFICATION
1-800-922-1987
MEMBER UTILITIES.
VICINITY MAP
UTILITY PLANS FOR
SHEET No:
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C-001
1 20
AUGUST 2, 2023
801-004
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BLOOM FILING THREE
AUGUST 30, 2023
ASPEN
Refer to the Preliminary Geotechnical Engineering Report, Pedcor Mulberry Apartments, Fort Collins,
Colorado, dated September 14, 2021, Terracon Project No. 20205121, for site excavation and grading,
and paving recommendations.
PROJECT BENCHMARKS:
PROJECT DATUM: NAVD88 CITY OF FORT COLLINS DATUM
BENCHMARK 1: BM 51-01: WEST SIDE OF TIMBERLINE ROAD AT THE NORTH END OF A
BRIDGE OVER THE POUDRE RIVER ON TOP OF THE PARAPET WALL APPROXIMATELY .2
MILES SOUTH OF THE SOUTH SIDE OF WEST MULBERRY.
NAVD88 ELEVATION 4926.93
IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING
EQUATION SHOULD BE USED:
NGVD29 UNADJUSTED = NAVD88 - 3.18
BASIS OF BEARINGS: ASSUMING THE NORTH LINE OF THE SOUTHWEST QUARTER OF
SECTION 9, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., MONUMENTED AS
SHOWN ON THIS DRAWING, AS BEARING SOUTH 89°14'06" EAST, BEING A GRID BEARING OF
THE COLORADO STATE PLANE, NORTH ZONE, NORTH AMERICAN DATUM 1983/2011, A
DISTANCE OF 2646.69 FEET AND WITH ALL OTHER BEARINGS CONTAINED HEREIN RELATIVE
THERETO.
BEING A REPLAT OF TRACT EE OF BLOOM FILING ONE, SITUATE IN THE
SOUTHWEST QUARTER OF SECTION 9, TOWNSHIP 7 NORTH, RANGE 68 WEST OF
THE SIXTH PRINCIPAL MERIDIAN,CITY OF FORT COLLINS, COUNTY OF LARIMER,
STATE OF COLORADO
PLANNER/LANDSCAPE
ARCHITECT:
Vignette Studios
P.O. Box 1889
Fort Collins, CO 80522
Contact: Terence Hoaglund
(970) 472-9125
ARCHITECT:
Fifth Dimension Architecture & Interiors
2226 1st Ave S, Suite 101
Birmingham, AL 35233
Contact: Walt Mason
(334) 201-2776
OWNER:
Pedcor Investments, LLC
One Pedcor Square
770 3rd Avenue SW
Carmel, IN 46032
Contact: Colin Patterson (317) 795-3009
Patrick Stoffregen (317) 564-5860
SURVEYOR:
Majestic Surveying
1111 Diamond Valley Drive #104
Windsor, CO 80550
Contact: Steven Parks
(970) 833-5698
GEOTECHNICAL ENGINEER:
Terracon, Inc.
1901 Sharp Point Drive, Suite C
Fort Collins, CO 80525
Contact: Eric Bernhardt
(970) 484-0359
Project Contacts:
CIVIL ENGINEER:
Aspen Engineering
19 Old Town Square, Suite 238
Fort Collins, CO 80524
Contact: John Gooch
(970) 419-4344
CITY OF FORT COLLINS WATER UTILITIES ENGINEERING
Contact: Wes Lamarque
(970) 416-2418
CITY OF FORT COLLINS STORMWATER
Contact: Wes Lamarque
(970) 416-2418
CITY OF FORT COLLINS LIGHT AND POWER
Contact: Rob Irish
(970) 224-6167
EAST LARIMER COUNTY WATER DISTRICT
Contact: Randy Siddens
(970) 493-2044
POUDRE FIRE AUTHORITY
Contact: Marcus Glasgow
(970) 416-2869
XCEL ENERGY - GAS & ELECTRIC
Contact: Stephanie Rich
(970) 225-7828
CENTURY LINK
Contact: Bob Rulli
(970) 490-7503
COMCAST
Contact: Don Kapperman
(970) 567-0245
Utility Entity Contacts:
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN REVIEW
UTILITY PLAN REVIEW
Boxelder Sanitation District
FORT COLLINS, COLORADO
DRAWING/ SHEET INDEX
Sheet
Number Sheet Title
1 COVER SHEET
2 GENERAL NOTES & LEGEND
3 SANITARY SEWER NOTES & STREET TYPICAL
SECTIONS
4 EXISTING CONDITIONS & DEMOLITION PLAN
5 EXISTING INTERIM CONDITION PLAN
6 HORIZONTAL CONTROL PLAN (NORTH)
7 HORIZONTAL CONTROL PLAN (SOUTH)
8 EROSION CONTROL PLAN
9 EROSION CONTROL NOTES & DETAILS
10 EROSION CONTROL DETAILS
11 GRADING PLAN (NORTH)
12 GRADING PLAN (SOUTH)
13 DRAINAGE EXHIBIT
14 OVERALL UTILITY PLAN
15 WATER PLAN (NORTH)
16 WATER PLAN (SOUTH)
17 WATER DETAILS
18 SANITARY SEWER DETAILS
19 SITE DETAILS
20 SITE & STORM DETAILS
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AUGUST 2, 2023
801-004
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FOR THE MARKING OF UNDERGROUND
BEFORE YOU DIG, GRADE, OR EXCAVATE
CALL 2 BUSINESS DAYS IN ADVANCE
CENTER OF COLORADO
CALL UTILITY NOTIFICATION
1-800-922-1987
MEMBER UTILITIES.
WestW
VPT Vertical Point Of Tangency
Vertical Point Of CurvatureVPC
TF Top Of Foundation
Top Back Of CurbTBC
Thrust BlockTB
Point Of Curve ReturnPCR
Meter PitMP
High PointHP
Hot Bituminous PavementHBP
EOA Edge Of Asphalt
C&G Curb And Gutter
Polyvinyl Chloride
NaturalNAT
HC Handicap/ped
FutureFUT
EachEA
DownspoutDS
YardYD
Vertical Curve
Vitrified Clay Pipe
Valve
Vault
Vertical
VLV
VLT
VERT
VC
VCP
USGS
UGT
UGE Underground Electric
United States Geologic Survey
Underground Telephone
Toe of SlopeTOE
Television
Temporary
Top Of Bank
Top Of Grate
Top Of Curb
Top of Wall
Typical
TV
TEMP
TOB
TOC
TOG
TOW
TYP
TBR To Be Removed
StreetST
StationSTA
Sanitary Sewer
South
Sheet
Shoulder
Southeast
Sanitary
Schedule
Square Foot/Feet
Storm
Square
Square Yard/s
Sidewalk/Southwest
SAN
SSWR
SCH
S
SHT
SHLDR
SE
SW
STRM
SQ
SF
SY
Right-of-wayROW
Railroad
Reinforced Concrete Pipe
RR
RCP
Property/ProposedPROP
Professional Engineer/PolyethlenePE
Professional Land SurveyorPLS
Power PolePP
Point on Vertical CurvePOVC
Point on TangentPOT
Point on LinePOL
Point on CurvePOC
Point of Vertical TangencyPVT
Point of Vertical IntersectionPVI
Point of Vertical Curvature/PVC
Point of TangentPT
Point of Reverse CurvaturePRC
Point of IntersecionPI
Point of CurvaturePC
Point Of Compound CurvaturePCC
PointPNT
Permanent
Perforated
PERM
PERF
On Center
Outside Diameter
Overhead Electric
OC
OD
OHE
National Geodetic Survey
North/ Northing
Northeast
Northwest
Not To Scale
Number
NGS
N
NE
NW
NTS
NO
MUTCD
MH Manhole
Manual Of Uniform Traffic Control Devices
MM
MIN
MISC
Mile Marker
Minimum
Miscellaneous
LAT
LP
LF
L
Lateral/Latitude
Left
Low Point/Light Pole
Linear Feet
INV
IE
ID
Invert
Invert Elevations
Horizontal Elliptical Reinforced Concrete PipeHERCP
HP
HYD
HORZ
HWY
High Point/Horizontal Point (photo control)
Highway
Horizontal
Hydrant
GALV
GV
G
Galvanized
Gas
Gate Valve
GRND Ground
GB Grade Break/Gravity Block
Flared End SectionFES
Fire HydrantFH
Finished Floor
FG
FF
Finished Grade
E
EOP
East/Easting/Electric
Edge Of Pavement
Existing
ELEV
EXIST/ EX
Elevation
Ductile Iron PipeDIP
DriveDR
DEPT
DIA
Department
Diameter
Colorado Department Of TransportationCDOT
Cubic YardCY
Corrugated Metal PipeCMP
ConcreteCONC
CATV
CL
Cable Television
Centerline
CO Clean Out
BW Bottom Wall
0.50%
FlowlineFL
LP Low Point
BVCS Begin Vertical Curve Station
Begin Vertical Curve ElevationBVCE
Butterfly ValveBV
BOW Back Of Walk
Inside Diameter
LEGEND OF ABBREVIATIONS: .
LEGEND OF PROPOSED SYMBOLS: .
MEP Mechanical, Electrical, Plumbing
Curb StopCS
SewerSWR
ServiceSRVC
Fire Department ConnectionFDC
LEGEND OF EXISTING SYMBOLS: .
Protect In PlacePIP
T Telephone
EXISTING RIGHT-OF-WAY
EXISTING GROUND CONTOURS
SANITARY SEWER LINE
STORM SEWER LINE
WATER LINE
IRRIGATION LINE
UNDERGROUND ELECTRICAL LINE
UNDERGROUND TELEPHONE LINE
UNDERGROUND CABLE TV LINE
FENCE LINE
LANDSCAPING BORDER
FOUND MONUMENT AS NOTED
FIRE HYDRANT
WATER MANHOLE
WATER VALVE / CURB STOP
SANITARY SEWER MANHOLE
STORM SEWER MANHOLE
LIGHT POLE
SPRINKLER CONTROL VALVE BOX
ELECTRICAL METER / BOX
CABLE TV PEDESTAL
FIBER OPTIC VAULT
GAS METER
SIGN
PROPOSED EASEMENT LINE
PROPOSED RIGHT-OF-WAY
PROPOSED PROPERTY LINE
LIMITS OF CONSTRUCTION
PROPOSED CURB & GUTTER
PROPOSED FENCE
PROPOSED INDEX CONTOURS
PROPOSED INTERMEDIATE CONTOURS
PROPOSED STORM DRAIN WITH MANHOLE
PROPOSED SWALE
PROPOSED SANITARY SEWER LINE
PROPOSED WATER LINE
PROPOSED GAS LINE
PROPOSED IRRIGATION LINE
PROPOSED ELECTRIC
PROPOSED TRANSFORMER
PROPOSED AVERAGE SLOPE
DIRECTION OF FLOW
DESIGN POINT
DRAINAGE BASIN BOUNDARY
A = BASIN NUMBER
B = BASIN AREA (IN ACRES)
C = RUNOFF COEFFICIENT
26
25
UAE Utility & Access Easement
UE Utility Easement
DE Drainage Easement
Drainage & Utility EasementDUE
2
A
B C
Emergency Access EasementEAE
LIGHT POLEOR
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GENERAL NOTES (CONTINUED): .
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 Local Entity Construction Inspector before any cuts are made. Patching shall be done in accordance with the Local Entity 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 Local Entity Engineer
and/or the Local Entity 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 Local Entity, 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 Local Entity shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following private
streets: (list).
48.Refer to the Preliminary Geotechnical Engineering Report, Pedcor Mulberry Apartments, Fort Collins, Colorado, Dated September 14, 2021, Project No. 20205121 by Terracon
Consultants, Inc. for site excavation, grading, and paving recommendations.
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 Local Entity 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 Local Entity Engineer.
4.Street subgrades shall be scarified the top 12 inches and re-compacted prior to base installation. No base material shall be laid until the subgrade has been inspected and approved by the Local Entity Engineer.
5.Fort 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 Local Entity 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 Local Entity Inspector and prior to installation of asphalt. Gutters that hold more than ¼ 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 Local Entity Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The Local Entity 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.
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 Local Entity 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 Local Entity
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 Local Entity 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 Local Entity Engineer reserves the right to require additional signage and/or striping if
the Local Entity 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.
STORM DRAINAGE NOTES:
1.The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s).
2.All recommendations of the Preliminary Drainage and Erosion Control Report for Bloom Filing Three, by Aspen Engineering, dated June 14, 2023, 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.
WATER LINE NOTES:
GENERAL NOTES: .
1.All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer County
Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable
standards, the most restrictive standard shall apply. All work shall be inspected and approved by the Local Entity.
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 Local Entity Engineer. Use of these
plans after the expiration date will require a new review and approval process by the Local Entity 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 Local Entity, as beneficiary of said
engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the Local Entity 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
Local Entity, 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 sanitary sewer, storm sewer, and water line construction, as well as power and other "dry" utility installations, shall conform to the Local Entity standards and
specifications current at the date of approval of the plans by the Local Entity 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 Engineer 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 Local Entity prior to beginning construction.
10.The Developer shall coordinate and cooperate with the Local Entity, 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 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 Local Entity 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 Local Entity, 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 Local Entity 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 Local Entity failure to properly
maintain its water, wastewater, and/or storm drainage facilities in the development.
19.All recommendations of the Preliminary Drainage and Erosion Control Report for Bloom Filing Three, by Aspen Engineering, dated June 14, 2023, 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 Local Entity 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 Local Entity Engineering Inspector (Fort Collins - 221-6605) and the Local Entity 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 Local Entity Engineer is not available after
proper notice of construction activity has been provided, the Developer may commence work in the Engineer absence. However, the Local Entity 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 Local Entity's 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 Local Entity 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 Local Entity inspector. The engineer or surveyor must certify in a letter to the Local Entity that these
elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the Local Entity before
installation of base course or asphalt will be allowed on the streets.
26.All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes of
these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property lines and marked so
as to reduce the excavation necessary for building connections.
27.Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for roads within
these districts.
28.All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the Wild Fire
Hazard Area Mitigation Regulations in force at the time of final plat approval.
29.Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree removal requiring
a permit.
30.The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to
OSHA Publication 2226, Excavating and Trenching.
31.The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (Local Entity, County or
State), 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 Local Entity 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 Local Entity Engineer, and no site construction activities on
Sundays or holidays, unless there is prior written approval by the Local Entity.
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 Local Entity 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 Local Entity's
Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the Local Entity 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:
41.VERTICAL DATUM. ALL ELEVATIONS SHOWN HEREON ARE BASED ON THE CITY OF FORT COLLINS VERTICAL CONTROL NETWORK DATUM.
THE BENCHMARKS USED, WITH THE CITY OF FORT COLLINS ELEVATION AND DESCRIPTIONS OF EACH ARE AS FOLLOWS:
·BENCHMARK #1 - BM 51-01,WEST SIDE OF TIMBERLINE ROAD AT THE NORTH END OF A BRIDGE OVER THE POUDRE RIVER ON TOP OF THE
PARAPET WALL APPROXIMATELY .2 MILES SOUTH OF THE SOUTH SIDE OF WEST MULBERRY. NAVD 88 ELEVATION: 4926.93
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.
BLOOM FILING THREE - ROAD CLASSIFICATION TABLE
6" VERTICAL CURB
ANGELA AVENUE: PRIVATE DRIVE
BODE BOULEVARD: PRIVATE DRIVE
2% min.
3% max.
5'
WA
L
K
PRIVATE DRIVE (VARIES)
64.44' ROADWAY
PARK
19.22'
*1.5' VERT CURB &
GUTTER (INFALL)
13'13'
TRAVELTRAVEL
*1.5' VERT CURB &
GUTTER (OUTFALL)
TYPICAL CROSS SECTION1
PRIVATE DRIVE (MODIFIED)
(BODE BOULEVARD - PRIVATE DRIVE)
(LOOKING WEST)
*CURB AND GUTTER, SIDEWALK, AND PARKWAY DIMENSIONS
(LOCATIONS) MAY VARY AS SHOWN IN PLANS, AND AT THE
ENTRANCES TO THE SITE.
*P
K
W
Y
NEW ASPHALT
PARK
19.22'
5'
WA
L
K
*P
K
W
Y
5'
(ANGELA AVENUE - PRIVATE DRIVE)
5'
(LOOKING WEST)
SHEET No:
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C-003
3 20
AUGUST 2, 2023
801-004
AGW
JRG
JRG
SANITARY SEWER NOTES:
Boxelder Sanitation District Construction Notes (to be included on the general notes sheet of any set of construction plans)
The following information is condensed from the current "Standard Construction Specification for Sewer Mains" as
adopted by the Boxelder Sanitation District (District) and is to be considered as such. In the event of any question the full
document shall take precedence.
1.Existing Utility Locates: It shall be the responsibility of the Contractor to coordinate field locates of all existing utilities
prior to commencement of any construction. Contractor shall also notify all affected utility companies prior to
commencing construction. In the event of damage to any existing utility, the contractor shall immediately notify the
owner of the utility involved and unless authorized in writing by the owner of the subject utility, shall not attempt to
make repairs. The cost of repairs shall be the responsibility of the Contractor.
2.District Owned Easement Pictures: Contractor to provide sequential digital pictures spaced at no more than 300 feet
detailing conditions of the off-site Boxelder Owned Easement Conditions and any structures that could be affected, to
the District and the property owner prior to the start of any off-site work. These pictures shall include all existing fence,
ditches, ditch structures, out buildings, water troughs, trees and all other landscaping. Pictures are to be placed at no
more than four (4) pictures on a 11x8 sheet of photo paper inserted into transparent sleeves and delivered in a three
(3) ring binder.
3.Protection of Property: Contractor shall continuously maintain adequate protection from damage of all public and
private property through which the work is done.
4.Safety: All sewer main installation within the District shall be subject to current (Occupational Safety and Heath
Association (OSHA) and the Colorado Safety Association, (CSA) safety requirements. Contractor shall also comply with
any and all requirements and regulations as set forth by City, County, State and Federal agencies having applicable
authority.
5.Start of Construction: No construction shall begin without prior design approval of the District. The District shall be
notified 48 hours in advance of starting construction or testing to allow for scheduling.
6.Road Excavation Permits: In event that State, County or City road excavation permit(s) are required, the Contractor is
responsible for obtaining all road permits which may be required.
7.Other Permits: The Contractor shall be responsible for obtaining all permits required for construction.
8.Revisions: No verbal authorization for field revision shall be given. All requests for field revision shall be made in
writing accompanied by proposed change indicated on copy of the approved design drawings. Any field revision
approved and installed shall also be accurately documented on the Drawings of Record.
9.Materials: Plastic Pipe -All gravity sanitary sewer piping shall be Polyvinyl Chloride (PVC) unless otherwise noted on the
approved drawings. Pipe 15" and smaller shall conform to ASTM D3034, Type PSM, and SDR 35. Pipe 18" and larger
shall conform to ASTM F679. All fittings shall be (PVC) unless otherwise noted.
10.Pipe Cover: A minimum cover of 3-1/2 feet shall be maintained throughout the sewer line and service line installation.
11.Bedding: All sewer main installation shall include bedding. Bedding shall be ¾" washed rock uniformly graded and
compacted. Refer to force main installation for bedding requirements. Trench shall be excavated to a depth below
established grade equal to ¼ of pipe diameter (min. 4"). Bell depressions shall be provided for all joints. In event that
unstable trench conditions are encountered at pipeline grade 1-1/2" uniformly graded washed rock shall be used for
stabilization. Bedding material shall be placed and compacted under and around sides of the pipe. Place bedding in
such a manner as to provide solid, uniform bearing surface for full length of barrel. Minimum 30" initial lift above pipe
before other than hand compaction equipment is to be used. Note maximum trench width detail.
12.Backfill: Backfilling of trench shall be performed as soon as practical, subsequent to inspection and approval. Backfilling
of acceptable material shall not be placed in lifts of greater than one (1) foot. Backfill shall be compacted to 95% of
optimum density in roadway and residential areas and 90% in all off-site easement areas unless otherwise noted.
Compaction testing of bedding and back fill shall be at least five tests per 1,000 feet and at varying depths and
locations in accordance with the requirements of the applicable authority.
13.Concrete: All concrete construction shall be completed utilizing 3,000 psi at twenty-eight (28) days or equal concrete.
14.Pavement or Other Repairs: In event that asphalt or concrete pavement, sidewalks, storm sewers, waterline or any
other public or privately owned property is damaged or requires reconstruction due to the work, repairs or
replacement will be made in accordance with the requirements of the appropriate governing authority. Private
property will be returned to its original condition or as close to original condition as reasonably possible, unless
otherwise noted on the drawings.
15.Service Taps on Existing Lines: All taps made on existing lines shall be completed at developer's expense by District
personnel or the District's authorized contractor with no exception.
16.Inspection: Construction shall conform to District Standards and Specifications or project specific specifications at all
times. The District shall inspect the construction as necessary and shall observe all line testing. The District shall have
the authority to ascertain that all construction of facilities is equal to or better than minimum construction
requirements as set forth in these Specifications. The District shall also have the authority to assign an inspector to
check any and all work, including all materials to be incorporated in the work, excavation, bedding, backfill, testing and
all construction methods and practices.
17.Testing: All lines shall be pressure tested and flushed by the Contractor in accordance with District Standards and
Specifications and under the District's supervision. Upon passing, copies of all passing test results including soils
compaction in the area of sewer main construction shall be provided to the District.
18.Acceptance: Upon completion of all utility construction (sewer and other) and fulfillment of all District requirements,
preliminary acceptance of new sewer system improvements will occur in accordance with District's acceptance
procedure.
19.Warranty: The Contractor shall warrant the materials, installation, workmanship and surface restoration for a period of
two years from date of preliminary acceptance. During this warranty period the Developer shall repair any defects in
the work and maintain the work area. At the close of the two-year warranty period the District will make a field
inspection. Upon satisfactory correction of any deficiencies noted the District would make final acceptance of the lines
and work. The lines and the appurtenances shall then become the sole property and responsibility of the Boxelder
Sanitation District.
20.Drawings of Record and Total Costs: Within 90 days of preliminary acceptance of the new facilities, the District shall be
provided with acceptable Drawings of Record of the complete system consisting of two sets of fill size reproduced
prints, two sets of ½ size reduced prints, one set of 6 mil double matted reproducible mylars and , and one complete
digital file equivalent (software and version to be confirmed at time of delivery). Written confirmation of the total cost
of all sewer system improvements shall also be submitted with the Drawings of Record.
21.Double RAM-NEK joint sealant & RAM-NEK will be used on manhole joint exterior wrap.
Sanitary Sewer Notes for Plan & Profile Sheets
1.All sanitary sewer line construction shall conform to the latest Boxelder Sanitation District "Standards & Specifications for
Sanitary Sewer Pipeline Construction and Improvements."
2.All sewer services shall be minimum 4-inch diameter constructed at a slope of 2% from the building to the sewer main, unless
otherwise specified and approved by the District.
3.All 6-inch diameter sewer services shall be constructed at a slope of 1% from the building to the sewer main.
4.When groundwater is encountered clay cut off walls shall be installed on the upstream side of all manholes, in the mid-section of
each main line run at intervals not to exceed 300-feet, or as required by the District. See detail sheets for clay cut-off wall detail.
5.The Contractor shall schedule a pre-construction meeting with Boxelder Sanitation District a minimum of one week before
construction to coordinate schedules and clarify any additional District requirements. Contact number is 970-498-0604.
6.Contractor shall be responsible for coordinating field locates of all existing utilities prior to any construction.
7.Contractor shall notify the District's inspector forty-eight hours in advance of of starting construction or testing.
8.All construction shall be inspected by District inspector prior to backfill.
FOR THE MARKING OF UNDERGROUND
BEFORE YOU DIG, GRADE, OR EXCAVATE
CALL 2 BUSINESS DAYS IN ADVANCE
CENTER OF COLORADO
CALL UTILITY NOTIFICATION
1-800-922-1987
MEMBER UTILITIES.
STREET CUT NOTE:
LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE
TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING
INSPECTOR. ALL REPAIRS ARE TO BE IN ACCORDANCE WITH
THE CITY STREET REPAIR STANDARDS.FOR THE MARKING OF UNDERGROUND
BEFORE YOU DIG, GRADE, OR EXCAVATE
CALL 2 BUSINESS DAYS IN ADVANCE
CENTER OF COLORADO
CALL UTILITY NOTIFICATION
1-800-922-1987
MEMBER UTILITIES.
INTERNATIONAL BLVD.
DONELLA DRIVE
AR
I
A
W
A
Y
WHITHAM FARMS, LLC
(PARCEL NO. 8709000039)
E.
H
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(P
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8
7
0
8
4
0
0
0
0
2
)
WHITHAM FARMS, LLC
(PARCEL NO. 8709000004)
EX PROPERTY
BOUNDARY/ROW
EX PROPERTY
BOUNDARY/ROW
EX PROPERTY
BOUNDARY/ ROW
EX PROPERTY
BOUNDARY/ ROW
EX PROPERTY
BOUNDARY/ ROW
EX PROPERTY
BOUNDARY/ ROW
EX IRRIGATION DITCH
(PIP)
EX PROPERTY
BOUNDARY/ ROW
20' ELCO EASEMENT
(BOOK 1740 PAGE 881 (#11)
EX PARTIALLY
FILLED DITCH
EX PARTIALLY
FILLED DITCH
EXCLUSIVE WATERLINE EASEMENT
RECEPTION NO. 200700800409 (#14)
20' ANHEUSER-BUSCH EASEMENT
RECEPTION NO. 85033771 (#12)
EX OVERHEAD
ELECTRIC (PIP)
EX OVERHEAD
ELECTRIC
EX OVERHEAD
ELECTRIC (PIP)
EX 16" WATER LINE
(PIP)
EX SSWR
MANHOLE
(PIP)
DR
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(P
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8
7
0
8
4
0
0
0
0
2
)
REMOVE EXISTING
CURB AND GUTTER
(66 LF)
REMOVE EXISTING
ASPHALT
(165 SF)
REMOVE EXISTING
CURB AND GUTTER
(66 LF)
REMOVE EXISTING
ASPHALT
(165 SF)
REMOVE EXISTING
CURB AND GUTTER
(66 LF)
REMOVE EXISTING
ASPHALT
(165 SF)
REMOVE EXISTING
ASPHALT
(165SF)
REMOVE EXISTING
CURB AND GUTTER
(66 LF)
DE
L
O
Z
I
E
R
R
O
A
D
EX PROPERTY
BOUNDARY/ ROW
REMOVE EXISTING
CURB AND GUTTER
(66 LF)
REMOVE EXISTING
ASPHALT
(165 SF)
REMOVE EXISTING
CURB AND GUTTER
(66 LF)
REMOVE EXISTING
ASPHALT
(165 SF)
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
ASPEN
0'
SCALE: 1" = 60'
60'120'
NOTES .
1.SEE SHEET C-002 FOR GENERAL CONSTRUCTION NOTES,
SYMBOLS, AND MASTER LEGEND.
2.CONTRACTOR TO CONTACT ASSOCIATED UTILITY
COMPANIES PRIOR TO ANY RELOCATION,
DEMOLITION/REMOVAL, OR ABANDONMENT OF EXISTING
UTILITIES.
3.ANY ITEM NOT SHOWN TO BE REMOVED, DEMOLISHED, OR
ABANDONED, SHALL BE PROTECTED IN PLACE.
4.NO UNDERGROUND SEPTIC SYSTEMS ARE ANTICIPATED TO
EXIST WITHIN THE PROPOSED DEVELOPMENT. HOWEVER, IF
AN EXISTING SEPTIC SYSTEM(S) IS FOUND, THE SYSTEM(S)
WILL NEED TO BE REMOVED PER THE LARIMER COUNTY
HEALTH DEPARTMENT'S STANDARDS.
5.CONTRACTOR TO POTHOLE AND LOCATE ALL EXISTING
UTILITIES PRIOR TO CONSTRUCTION.
6.THE PERIMETER STREETS: INTERNATIONAL BLVD., ARIA WAY,
DONELLA DRIVE, AND DELOZIER ROAD , SHALL BE
CONSTRUCTED BY OTHERS; HOWEVER, ALL ADJACENT
PUBLIC SIDEWALKS AROUND THE PERIMETER OF THE SITE
WILL BE CONSTRUCTED WITH THE BLOOM FILING THREE
PROJECT. DRIVEWAY ACCESS TO PUBLIC STREETS AND
UTILITY CONNECTIONS TO OFFSITE IMPROVEMENTS SHALL
BE COORDINATED WITH THE OFFSITE PROJECT
CONTRACTOR FOR HARTFORD HOMES.
7.REFER TO THE UTILITY PLANS FOR THE LOCATION OF
PROPOSED UTILITIES CONNECTING TO OFFSITE UTILITY
MAINS AND THE MASTERPLAN STORM SEWER SYSTEM.
8.THIS PLAN SHOWS CONTOURS FOR THE EXISTING SITE AT
TIME OF THE TOPOGRAPHIC SURVEY, AND PRIOR TO ANY
WORK BY THE MASTERPLAN DEVELOPER. THE MASTERPLAN
STREETS, THAT WILL BE BUILT WITH THE MASTERPLAN
DEVELOPMENT, ARE SHOWN IN THIS PLAN FOR REFERENCE
AGAINST THE EXISTING CONTOURS AND EXISTING SITE
CONDITIONS. PLEASE REFER TO SHEET C-005 FOR INTERIM
EXISTING CONDITION PLAN, WHICH SHOWS PROPOSED
FINAL GRADING FOR ADJACENT STREETS AND OVERLOT
GRADING OF THE BLOOM SITE, BY THE MASTERPLAN
DEVELOPER, AS WELL AS OFFSITE UTILITY
INFRASTRUCTURE THAT WILL BE INSTALLED BY THE
MASTERPLAN DEVELOPER, AND PRIOR TO THE BLOOM SITE
BEING CONSTRUCTED.
9.PIP = PROTECT IN PLACE
10.TBR = TO BE REMOVED
LEGEND
ASPHALT REMOVAL
CONCRETE REMOVAL
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C-004
4 20
AUGUST 2, 2023
801-004
JRG
JRG
JRG
FOR THE MARKING OF UNDERGROUND
BEFORE YOU DIG, GRADE, OR EXCAVATE
CALL 2 BUSINESS DAYS IN ADVANCE
CENTER OF COLORADO
CALL UTILITY NOTIFICATION
1-800-922-1987
MEMBER UTILITIES.
40
40
37
37
38
38
39
39
41
42
43
44
45
35
32
33
34
3
6
30
35
29
31
32
33
34
36
30
29
31
36
36
40
44
37
38
39
41
42
43
45
4
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36 37 38
39
373839
38
35 38
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INTERNATIONAL BLVD.
DONELLA DRIVE
AR
I
A
W
A
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WHITHAM FARMS, LLC
(PARCEL NO. 8709000039)
E.
H
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BA
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E
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(P
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8
7
0
8
4
0
0
0
0
2
)
WHITHAM FARMS, LLC
(PARCEL NO. 8709000004)
20' ELCO EASEMENT
(BOOK 1740 PAGE 881 (#11)
20' ANHEUSER-BUSCH EASEMENT
RECEPTION NO. 85033771 (#12)
E.
H
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BA
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(P
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8
7
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8
4
0
0
0
0
2
)
EX PROPERTY
BOUNDARY/ROW
EX PROPERTY
BOUNDARY/ROW
EX PROPERTY
BOUNDARY/ ROW
EX PROPERTY
BOUNDARY/ ROW
EX PROPERTY
BOUNDARY/ ROW
EX PROPERTY
BOUNDARY/ ROW
EX PROPERTY
BOUNDARY/ ROW
EX PARTIALLY FILLED DITCH
(REMOVED BY OTHERS)
EX OVERHEAD
ELECTRIC
EX OVERHEAD
ELECTRIC
EX OVERHEAD ELECTRIC
(RELOCATED BY OTHERS)EX SSWR
MANHOLE
EX PROPERTY
BOUNDARY/ ROW
DE
L
O
Z
I
E
R
R
O
A
D
MASTER PLAN PROPOSED
CONTOUR, (TYP)
EXISTING CONDITIONS
CONTOUR, (TYP)
MASTER PLAN PROPOSED
CONTOUR, (TYP)
EXISTING CONDITIONS
CONTOUR, (TYP)
MASTER PLAN PROPOSED
CONTOUR, (TYP)
EXISTING CONDITIONS
CONTOUR, (TYP)
EX 4' ACCESS ESMT.
EX 9' UTILITY ESMT.
EX 4' ACCESS ESMT.
EX 9' UTILITY ESMT.
EX 15' UTILITY ESMT.
EX 9' UTILITY ESMT.
EX 9' UTILITY ESMT.
EX CURB & GUTTER
EX CURB & GUTTER
EX CURB & GUTTER
EX CURB & GUTTER
EX CURB & GUTTER
EX CURB & GUTTER
EX POND G
(BY OTHERS)
EX 9' UTILITY ESMT.
EX 9' UTILITY ESMT.
EX 8" WATERLINE
EX 12" PVC
SANITARY SEWER
EX 8" WATERLINE
EX 8" WATERLINE
EX 16" WATERLINE
EX 8" WATERLINE
EX 8" PVC
SANITARY SEWER
EX STORM SEWER
EX POND E
(BY OTHERS)
REMOVE EXISTING
CURB AND GUTTER
(66 LF)
REMOVE EXISTING
ASPHALT
(165 SF)
REMOVE EXISTING
CURB AND GUTTER
(66 LF)
REMOVE EXISTING
ASPHALT
(165 SF)
REMOVE EXISTING
CURB AND GUTTER
(66 LF)
REMOVE EXISTING
ASPHALT
(165 SF)
REMOVE EXISTING
ASPHALT
(165SF)
REMOVE EXISTING
CURB AND GUTTER
(66 LF)
REMOVE EXISTING
CURB AND GUTTER
(66 LF)
REMOVE EXISTING
ASPHALT
(165 SF)
REMOVE EXISTING
CURB AND GUTTER
(66 LF)
REMOVE EXISTING
ASPHALT
(165 SF)
EX STORM SEWER
EX STORM SEWER
EX 8" WATERLINE
EX 8" PVC
SANITARY SEWER
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
OPTIONAL 8" PVC WATERLINE
(SEE UTILITY PLAN)
ASPEN
0'
SCALE: 1" = 60'
60'120'
SHEET No:
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project no:
date:
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C-005
5 20
AUGUST 2, 2023
801-004
JRG
JRG
JRG
NOTES .
1.SEE SHEET C-002 FOR GENERAL CONSTRUCTION NOTES,
SYMBOLS, AND MASTER LEGEND.
2.CONTRACTOR TO CONTACT ASSOCIATED UTILITY
COMPANIES PRIOR TO ANY RELOCATION,
DEMOLITION/REMOVAL, OR ABANDONMENT OF EXISTING
UTILITIES.
3.THE PERIMETER STREETS (EXCLUDING PUBLIC SIDEWALKS)
AND UTILITY INFRASTRUCTURE IN INTERNATIONAL
BOULEVARD, ARIA WAY, DONELLA DRIVE, AND DELOZIER
ROAD SHALL BE CONSTRUCTED BY OTHERS. DRIVEWAY
ACCESS TO PUBLIC STREETS AND UTILITY CONNECTIONS TO
OFFSITE IMPROVEMENTS SHALL BE COORDINATED WITH THE
OFFSITE PROJECT CONTRACTOR FOR THE MASTERPLAN
DEVELOPER. THIS INTERIM CONDITION PLAN SHOWS
REMOVAL OF CURB AND GUTTER AND ASPHALT FOR THE
THE ACCESS ENTRANCES TO THE SITE, THAT WILL BE BUILT
WITH THE BLOOM FILING THREE PROJECT.
4.THE CONTOURS SHOWN IN THIS PLAN REPRESENT THE
MASTERPLAN DEVELOPER'S PROPOSED FINAL GRADING OF
ADJACENT ROADWAYS AND OVERLOT GRADING OF THE
BLOOM SITE, WITH THE EXISTING TOPOGRAPHIC SURVEY
CONTOURS (FROM THE ORIGINAL SURVEY) SHOWN
OVERLAID FOR REFERENCE. ASPEN'S PROPOSED SITE
GRADING IS DESIGNED TO MATCH TO THE PROPOSED
GRADING FOR THE MASTERPLAN DEVELOPMENT, BY
OTHERS, ALONG THE NORTH, SOUTH, EAST, AND WEST
RIGHT-OF-WAY BOUNDARIES. PLEASE REFER TO THE
GRADING PLAN SHEETS.
5.PUBLIC STREETS AND PUBLIC UTILITIES, CONSTRUCTED
OUTSIDE THE PROPERTY PROPERTY BOUNDARY, ARE TO BE
CONSTRUCTED BY THE MASTERPLAN DEVELOPER, WITH THE
EXCEPTION OF THE PUBLIC SIDEWALKS, WHICH WILL BE
CONSTRUCTED WITH THE BLOOM FILING THREE PROJECT.
6.REFER TO THE UTILITY PLANS FOR THE LOCATION OF
PROPOSED UTILITIES CONNECTING TO OFFSITE UTILITY
MAINS AND SERVICES, AS WELL AS THE MASTERPLAN
STORM SEWER SYSTEM, ALL OF WHICH WILL OCCUR AT THE
RIGHT-OF-WAY/ EXISTING PROPERTY BOUNDARY.
FOR THE MARKING OF UNDERGROUND
BEFORE YOU DIG, GRADE, OR EXCAVATE
CALL 2 BUSINESS DAYS IN ADVANCE
CENTER OF COLORADO
CALL UTILITY NOTIFICATION
1-800-922-1987
MEMBER UTILITIES.
POOL
UP UP
UP
UP
UP
UP
UP
UP
UP
UP
LOT 3/ PHASE 1
LOT 4/ PHASE 2
EX PROPERTY
BOUNDARY
EX PROPERTY
BOUNDARY/ROW
EX PROPERTY
BOUNDARY/ROWEX PROPERTY
BOUNDARY
EX 9' UTILITY
EASEMENT
EX 15' UTILITY
EASEMENT
EX 9' UTILITY
EASEMENT
EX 9' UTILITY
EASEMENT
20' ELCO EASEMENT
(BOOK 1740 PAGE 881
(#11)
20' ANHEUSER-BUSCH
EASEMENT
RECEPTION NO. 85033771
(#12)
BUILDING 8
POOL
BUILDING 9
BUILDING 10
BUILDING 11
BUILDING 12
BUILDING 13
BUILDING 14
BUILDING 15
ANGELA AVENUE
INTERNATIONAL BLVD.
AR
I
A
W
A
Y
PLAYGROUND
TOT
LOT
R15
'
R3'R
2
'
R3'
R
1
5
'
R3'
R20'
1
11
1
1
1 1
1
1
1
1
1
1
1
1
1
1
1
1
1
4
4
4
4
4
4
44
4
4
4
4
4
4
4
4
4
4
4
4
5
5
5
5
5
6
6
66
6
10
10
10
11
8
7
8 7
7
8
7
7
13
16
1313
13
13
13
13
13
13
13
13
13
13
13 13 13
1313
13
13
13
13
13
12
12
10
4
10
10
10
10
10
10
10
10
13 13
1
1
10
10 10 10 10
13
5
R2'
16
6 4
5
8
R
2
0
'
R20
'
14
14
14
14
16
5
5
EX 4' ACCESS
EASEMENT
EX 4' ACCESS
EASEMENT
EX 9' UTILITY
EASEMENT
EX PROPERTY
BOUNDARY/ROW
PROP EMERGENCY ACCESS
EASEMENT (WIDTH OF DRIVE
AISLE, TYP.)
PROP EMERGENCY ACCESS
EASEMENT (WIDTH OF
DRIVE AISLE, TYP.)
PROP EMERGENCY
ACCESS EASEMENT
(WIDTH OF DRIVE
AISLE, TYP.)
32
32
PROP UTIL ESMT
PROP UTIL
ESMT
PROP UTIL ESMT
PROP UTIL ESMT
20
20
20
20
20
14
MATCH LINE
SEE SHEET C-007
AR
I
A
W
A
Y
DE
L
O
Z
I
E
R
R
O
A
D
16
14
23
23
23 23
PROP 10'
SIDEWALK
PROP 10'
SIDEWALK
PROP 10'
SIDEWALK
PROP 5'
SIDEWALK
PROP 5'
SIDEWALK
PROP 5'
SIDEWALK
PROP 6'
SIDEWALK
23
23
23
23
23
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
5.
0
'
R3
'
R
2
0
'
R3'
1
1
1
1 1
1
4
6 4
4
6
4
446
44
6
4
4
6
5
5
4
5
5
4
5
5
4
6
4
4
6
4
7
8
7
7
8
7
9
9
10
10
10
10
32
10
14
10
13
13
32
35
17 17 17
17
17
17
17
17
1717
17
17
17
26
26
11
22
1
13
13
16
3
3
12
12
4
4
30
30
28
28
R3
'
R3'
R2'
R
3
'
R3'
R
3
'
R20
'
R
2
0
'
R20
'
R20'
R20
'
R
2
0
'
R2
'
R
3
'
R3'
R
2
'
R3
'
R3
'
R3'
R3
'
R3'
R
3
'
R20
'
R
2
0
'
R20
'
R
2
0
'
R
3
'R3'
R3
'
R20
'
R
2
0
'
R
3
'R3'
R
3
'R3'
R3
'
R3'
R
3
'
R3'
R
2
'
R
3
'R3'
R3'R
3
'
R
3
'
R
3
'
R20
'
R3'
R3'
R
2
0
'
R3'
R
2
'
R2'
R
2
'R3'
R
3
'
R
3
'R3'
R3
'
R
3
'
R2
'
R2
0
'R20
'
R
2
'
R2
'
R
3
'
R3'
R
3
'
R3'
R3'
R3'
R3'
R
1
5
'
R3'
R
3
'
R3'R
3
'
R15'
R2'
R
3
'
R3'
R3'
R
3
'
4
27
27
27
14
14 14
20
20
20
16
16
10
16
14
4
20
20
TRACT A TRACT A
PROP DRAINAGE, UTILITY,
& ACCESS ESMT
PROP DRAINAGE, UTILITY,
& ACCESS ESMT
PROP DRAINAGE,
UTILITY, &
ACCESS ESMT
PROP DRAINAGE,
UTILITY, &
ACCESS ESMT
PROP DRAINAGE,
UTILITY, &
ACCESS ESMT
SHEET No:
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CHECKED BY:
DESIGNED BY:
DRAWN BY:
DE
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#
1 2 3 4 5 6 7
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project no:
date:
BL
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C
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(
N
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)
C-006
6 20
AUGUST 2, 2023
801-004
JRG
JRG
JRG
ASPEN
0'
SCALE: 1" = 30'
30'60'
FOR THE MARKING OF UNDERGROUND
BEFORE YOU DIG, GRADE, OR EXCAVATE
CALL 2 BUSINESS DAYS IN ADVANCE
CENTER OF COLORADO
CALL UTILITY NOTIFICATION
1-800-922-1987
MEMBER UTILITIES.
NOTES .
1.SEE TYPICAL ROADWAY SECTION SHEET C-003, FOR APPLICABLE BLOOM FILING THREE
STREETS. SEE PLANS, BY OTHERS, FOR MASTERPLAN STREET SECTIONS.
2.SEE SHEET C-002 FOR MASTER LEGEND, SYMBOLS, AND GENERAL CONSTRUCTION
NOTES.
3.ALL DIMENSIONS ARE TO FLOWLINE, UNLESS NOTED OR SHOWN OTHERWISE.
4.THE PROPERTY BOUNDARY SERVES AS THE "LIMITS OF DEVELOPMENT" AS SHOWN
FOR ROAD AND UTILITY IMPROVEMENTS EXCEPT ON US HIGHWAY 287.
5.SEE DETAIL SHEETS FOR STOP, STREET NAME, & SIGN POST DETAILS. SEE THIS
SHEET FOR SIGN LEGEND.
6.PLEASE REFER TO THE PLAT FOR EMERGENCY ACCESS AND ALL OTHER EASEMENTS
FOR THE PROPERTY.
7.ALL LONG LINE PAINT SHALL BE HIGH BUILD WATERBORNE PAINT, APPLIED AT 22-24
MILS WET. ALL OTHER PAVEMENT MARKINGS SHALL BE 125 MIL THERMOPLASTIC.
8.THE LIMITS OF DEVELOPMENT IS THE BACK-OF-CURB OF ALL PERIMETER PUBLIC
STREETS.
PROPOSED 2.5' CURB AND GUTTER
PROPERTY BOUNDARY
PROPOSED EMERGENCY ACCESS OR UTILITY EASEMENT
PROPOSED ROW LINE
PROPOSED BUILDING
PROPOSED (PRIVATE) 1.5' CURB AND GUTTER
LIMITS OF DEVELOPMENT (LOD)
9'9'9'9'5'9'
REGULAR PARKING ADA VAN PARKING ADA CAR PARKING
17
'
17
'
17
'
PROPOSED LIGHT POLE
LEGEND
PARKING TYPICAL DIMENSIONS
PROPOSED SIGN
EAE = EMERGENCY ACCESS EASEMENT
ENDS
SIDEWALK
18
"
12"
ACCESSIBLE
VAN-
18
"
12"
PARKING
RESERVED
PARKING
RESERVED
SIGNAGE LEGEND
FIRE
LANE
PARKING
NO
18
"
12"
STOP
R1-1
1
2
3
4
5
6
7
8
9
10
11
14
15
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
16
33
KEY NOTE LEGEND .
PARKING LINE, (SOLID) WHITE 4" WIDE
(TYP) USE THERMOPLASTIC IN ROW
PROPOSED RAIN GARDEN
PROPOSED 2' WIDE CURB CUT
INSTALL HANDICAP RAMP
HANDICAP ACCESSIBLE PARKING
SPACE WITH THERMOPLASTIC
STENCIL
CROSSWALK MARKING PER LCUASS
STD. DRAWING 1404 (TYP.)
INSTALL NORTH AMERICAN GREEN
C350 EROSION CONTROL FABRIC
INSTALL TYPE III BARRICADE
PROPOSED 2' CONCRETE TRICKLE
PAN
PROPOSED HANDRAILS AT WALK
PROPOSED DRIVE OVER CURB AND
GUTTER
PROPOSED 4' WIDE CURB CUT WITH
CONC CHASE
PRIVATELY OWNED & MAINTAINED
SIGN
PROPOSED MSE WALL
FORT COLLINS STREET NAME SIGNS
PROPOSED 7' CURB CUT W/ TRAN-
SITION TO 3' CONCRETE CHANNEL
STANDARD DRIVEWAY APPROACH
PER LCUASS DETAIL 707.1 (TYP)
4" BOLLARD
2' x 8" TALL BLOCK OUT IN WALL FOR
DRAINAGE
INSTALL (5) OM4-3 SIGNS AT DEAD
END
INSTALL BICYCLE RACK W/ CONC PAD
INSTALL STOP SIGN (R1-1)
INSTALL NO PARKING FIRE LANE
SIGN. R8-31
INSTALL HANDICAP ACCESSIBLE
PARKING SPACE SIGN. R7-8
INSTALL HANDICAP ACCESSIBLE
PARKING SPACE SIGN. R7-8a
PROPOSED 2' METAL SIDEWALK
CULVERT
PROPOSED 6' WIDE CONCRETE
CROSS PAN
PROPOSED 2' WIDE CURB CUT (w/
CONC CHASE, AS APPLICABLE)
12
13
PROPOSED 2.5' VERTICAL CURB
PROPOSED 1.5' VERTICAL CURB
17 PROPOSED ELECTRIC CAR CHARGER
PROPOSED CONCRETE FOREBAY
PROPOSED 3' CURB CUT
34 PROPOSED 4' CURB CUT W/ METAL
SIDEWALK CULVERT
35 PROPOSED 3' CONCRETE CHASE W/
METAL SIDEWALK CULVERT
POOL
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP UP
BUILDING 1
BUILDING 2
BUILDING 3
BUILDING 4
BUILDING 5
BUILDING 6
BUILDING 7
BUILDING 8
POOL
BUILDING 9
COMMUNITY
BUILDING
BODE BOULEVARD
DONELLA DRIVE
AR
I
A
W
A
Y
PROPOSED
RAIN
GARDENPROP EMERGENCY ACCESS
EASEMENT (WIDTH OF DRIVE
AISLE, TYP.)
BARK PARK
EX PROPERTY
BOUNDARY/ ROW
EX PROPERTY
BOUNDARY/ ROW
EX 9' UTILITY EASEMENT
EX 9' UTILITY EASEMENT
EX 9' UTILITY
EASEMENTPAVE ACCESS DRIVE IN
PORTLAND CONCRETE TO ROW
PAVE ACCESS DRIVE IN
PORTLAND CONCRETE TO ROW
PAVE ACCESS DRIVE IN
PORTLAND CONCRETE
TO ROW
E.
H
.
BA
R
K
E
R
E
T
.
A
L
.
(P
A
R
C
E
L
N
O
.
8
7
0
8
4
0
0
0
0
2
)
R20'
R
2
0
'R20
'
R
2
0
'
R
2
0
'
R20
'
R2
0
'
R20'
R3'
R
3
'
R3'
R
2
0
'
R3'
R
3
'
R20
'
4
1 1
1
1
1
1
1
1
11
1
1
1
1 1
1
1
1
1
1
11
1
1
1
4
4
4
44
44
44
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
4 4
4
4
4
4
4
4
4
4
4
4
4
4
4
4
5
5
5
5
5
5
5
5
5
6
6
6
6
6
6
6
6
6
6
10
10
10
10
10
10
10
10
10
10
10
10 10
11
1111
8
8
8
8
8
7
8
7
7
8
9 9
9
9
9
9
13
13
13
13
13
13
13
13
13
13
13
13
13 13
13
13
13
13
13
13
13 13 1313
13
13
13
13
13
13
1313
13
13
13
12 121212
12
12
EX 9' UTILITY EASEMENT
R20'
R20
'
10 10 10 10
4
10
7
21
1
34
21
4
5
16
4
3
14
14
14
14
14
14
14
14 16
16
16
35
1416
14
14
20
20
25
22
R3'
R
3
'
R
3
'
R3'
R
3
'
R3'
R
1
5
'
R15
'
R
2
0
'
R
3
'
R3
'
R
1
5
'
R15'
R
3
'R2
'
R
1
5
'
R3'
R
3
'R3'
R
3
'
R3'
R
3
'
R20
'
R
3
'
R
2
'
R3'
R
3
'
R3'
R
3
'
R2
'
R3'
R
3
'
R3'
R
3
'
R3
'
R3'
R3'
R
2
0
'
R20
'
R
2
0
'
R20
'
R3
'
R3
'
R
2
0
'
R20
'
EX 9' UTILITY
EASEMENT
EX PROP PROPERTY
BOUNDARY/ ROW
EX 9' UTILITY
EASEMENT
EX 4' ACCESS
EASEMENT
EX 4' ACCESS
EASEMENT
EX PROPERTY
BOUNDARY/ ROW
R3'
1
1
1
22
R2'
10
10
10
10
4
4
4
14
16
R2'
R
2
'
4
4
6
14
1
46
6
29
12
12
30
30
PAVE ACCESS DRIVE IN
PORTLAND CONCRETE
TO ROW
30
30
2811
28
26
26282628
26
32
32
32
27
27
PROP UTIL ESMT
PROP UTIL ESMT
PROP UTIL
ESMT
PROP DRAINAGE, UTILITY,
& ACCESS ESMT
PROP UTIL
ESMT
PROP UTIL ESMT
PROP UTIL ESMT
3522
18
18
18
2121
22
20
20
20
20
20
20
20
MATCH LINE
SEE SHEET C-006
14
2
2
2
DE
L
O
Z
I
E
R
R
O
A
D
PROP 10'
SIDEWALK
PROP 10'
SIDEWALK
PROP 10'
SIDEWALK
PROP 5'
SIDEWALK
PROP 5'
SIDEWALK
PROP 5'
SIDEWALK
PROP 5'
SIDEWALK
PROP 5'
SIDEWALK
23
23
23
23
23
23
17 17
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
1
1
1
1
1
1
16
6
8
5
4
7
8
10
14
16 14
5
31
31
31
31
3131
31
3131
31
31
31
31
31
31
31
R3'R3'
R3'
R3'
R
3
'
R3'
R
3
'R1
5
'
R
3
'
R3
'
R
3
'
R3'
R
3
'
R
3
'
R3
'
R
3
'
R
3
'
R3'
R
3
'
R3
'
R3'
R
3
'
R3'
R
3
'
R
3
'
R15
'
R2
'
R
1
5
'
R3'
R
3
'
R3'R
3
'
R2
'
R3'
27
27
10
23 23
27
27
27
27
17
17
16
14
20
20
PROP DRAINAGE ESMT
TRACT B TRACT B
PROP DRAINAGE, UTILITY,
& ACCESS ESMT
PROP DRAINAGE,
UTILITY, & ACCESS
ESMT
PROP DRAINAGE,
UTILITY, & ACCESS
ESMTPROP DRAINAGE, UTILITY,
& ACCESS ESMT
10
10
10
10
10
10
10
10
10
10
SHEET No:
PR
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/
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DR
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OF
CHECKED BY:
DESIGNED BY:
DRAWN BY:
DE
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project no:
date:
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C-007
7 20
AUGUST 2, 2023
801-004
JRG
JRG
JRG
ASPEN
0'
SCALE: 1" = 30'
30'60'
FOR THE MARKING OF UNDERGROUND
BEFORE YOU DIG, GRADE, OR EXCAVATE
CALL 2 BUSINESS DAYS IN ADVANCE
CENTER OF COLORADO
CALL UTILITY NOTIFICATION
1-800-922-1987
MEMBER UTILITIES.
NOTES .
1.SEE TYPICAL ROADWAY SECTION SHEET C-003, FOR APPLICABLE BLOOM FILING THREE
STREETS. SEE PLANS, BY OTHERS, FOR MASTERPLAN STREET SECTIONS.
2.SEE SHEET C-002 FOR MASTER LEGEND, SYMBOLS, AND GENERAL CONSTRUCTION
NOTES.
3.ALL DIMENSIONS ARE TO FLOWLINE, UNLESS NOTED OR SHOWN OTHERWISE.
4.THE PROPERTY BOUNDARY SERVES AS THE "LIMITS OF DEVELOPMENT" (LOD).
OFFSITE WORK WILL BE REQUIRED FOR DRIVEWAY ACCESS AND UTILITY
IMPROVEMENTS. THE LIMITS OF DEVELOPMENT FOR THESE AREAS HAVE BEEN CALLED
OUT AND SHOWN IN THIS PLAN.
5.SEE DETAIL SHEETS FOR STOP, STREET NAME, & SIGN POST DETAILS. SEE THIS
SHEET FOR SIGN LEGEND.
6.PLEASE REFER TO THE PLAT FOR EMERGENCY ACCESS AND ALL OTHER EASEMENTS
FOR THE PROPERTY.
7.ALL LONG LINE PAINT SHALL BE HIGH BUILD WATERBORNE PAINT, APPLIED AT 22-24
MILS WET. ALL OTHER PAVEMENT MARKINGS SHALL BE 125 MIL THERMOPLASTIC.
8.THE LIMITS OF DEVELOPMENT IS THE BACK-OF-CURB OF ALL PERIMETER PUBLIC
STREETS.
1
2
3
4
5
6
7
8
9
10
11
14
15
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
16
33
ENDS
SIDEWALK
KEY NOTE LEGEND .
PARKING LINE, (SOLID) WHITE 4" WIDE
(TYP) USE THERMOPLASTIC IN ROW
PROPOSED RAIN GARDEN
PROPOSED 2' WIDE CURB CUT
INSTALL HANDICAP RAMP
HANDICAP ACCESSIBLE PARKING
SPACE WITH THERMOPLASTIC
STENCIL
CROSSWALK MARKING PER LCUASS
STD. DRAWING 1404 (TYP.)
INSTALL NORTH AMERICAN GREEN
C350 EROSION CONTROL FABRIC
INSTALL TYPE III BARRICADE
PROPOSED 2' CONCRETE TRICKLE
PAN
PROPOSED HANDRAILS AT WALK
PROPOSED DRIVE OVER CURB AND
GUTTER
PROPOSED 4' WIDE CURB CUT WITH
CONC CHASE
PRIVATELY OWNED & MAINTAINED
SIGN
PROPOSED MSE WALL
FORT COLLINS STREET NAME SIGNS
PROPOSED 7' CURB CUT W/ TRANSITION
TO 3' CONCRETE CHANNEL
STANDARD DRIVEWAY APPROACH
PER LCUASS DETAIL 707.1 (TYP)
PROPOSED ELECTRIC CAR CHARGER
2' x 8" TALL BLOCK OUT IN WALL FOR
DRAINAGE
INSTALL (5) OM4-3 SIGNS AT DEAD
END
PROPOSED 2.5' CURB AND GUTTER
PROPERTY BOUNDARY
PROPOSED EMERGENCY ACCESS OR UTILITY EASEMENT
PROPOSED ROW LINE
PROPOSED BUILDING
PROPOSED (PRIVATE) 1.5' CURB AND GUTTER
LIMITS OF DEVELOPMENT (LOD)
9'9'9'9'5'9'
REGULAR PARKING ADA VAN PARKING ADA CAR PARKING
17
'
17
'
17
'
PROPOSED LIGHT POLE
LEGEND
PARKING TYPICAL DIMENSIONS
PROPOSED SIGN
18
"
12"
ACCESSIBLE
VAN-
18
"
12"
PARKING
RESERVED
PARKING
RESERVED
SIGNAGE LEGEND
FIRE
LANE
PARKING
NO
18
"
12"
STOP
R1-1
INSTALL BICYCLE RACK W/ CONC PAD
INSTALL STOP SIGN (R1-1)
INSTALL NO PARKING FIRE LANE
SIGN. R8-31
INSTALL HANDICAP ACCESSIBLE
PARKING SPACE SIGN. R7-8
INSTALL HANDICAP ACCESSIBLE
PARKING SPACE SIGN. R7-8a
PROPOSED 2' METAL SIDEWALK
CULVERT
PROPOSED 6' WIDE CONCRETE
CROSS PAN
PROPOSED 2' WIDE CURB CUT (w/
CONC CHASE, AS APPLICABLE)
12
13
PROPOSED 2.5' VERTICAL CURB
PROPOSED 1.5' VERTICAL CURB
17 PROPOSED DRY STACK BOULDER
WALL
PROPOSED CONCRETE FOREBAY
PROPOSED 3' CURB CUT
34 PROPOSED 4' CURB CUT W/ METAL
SIDEWALK CULVERT
35 PROPOSED 3' CONCRETE CHASE W/
METAL SIDEWALK CULVERT
EAE = EMERGENCY ACCESS EASEMENT
4
1
42
39
3
5
3
6
3
7
38
39
40
40
40
40
3
7
3
8
3
8
39
39
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41
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42
40
40
39
40
39
39 39
40
40
40
41
40
4
0
41
41
42
42
4
1
41
42
40
40 39
3
9
4
1
4
1
41 41
40
3
7
3
8
39
39
40
37
38
39
41
38
3
9
39
3
9
38
3
8
39
3935
3
5
40
34
3
4
36
36
37
3
7
38
38
3
9
39
3
4
40
38
39
41
41
40
4
0
41
41
4
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41
40
40
39
35
34
36
37
38 39
4
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38
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40
4
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4
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38
39
40
40
40
41
41
4
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41
40
40
40
4
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41 41
42
41
42 42
40
40
40
41
4
1
41
42
42
42
42
4142
4
2
41
42
42
4
2
40
4
0
4
0
41
40
39
41
42
43
44
41
41
41 414
2
42
41
41
40
40
41
41
42
42
42
42
40
41
42
43
44
42
42
42
43
43
44
44
42
42
42
41
4
2
41
4
1
4
2
43
45 45
42
43
43
44 44
42
43
44
44
44
4
4
44
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4242
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4
3
43
43
44
46
45
45
43
44
46
4
6
46
46
45
46
46
46
4
3
45
45 45
45
43
4
4
46
46
46
46
47
47
47 4
6
43
43
43
41
42
44 44
45
44
46 47
45
44
46
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47
47
42
41
41
41
42
43
40
41
41
41
4
1
42
42
43
43
4
1
41
41
41
41
4
1
4
4
44
42
42
42
42
41
46
40
40
37
37
38
38
39
39
41
42
43
44
45
36
36
40
44
37
38
39
41
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43
45
4
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40
36 37 38 39
3839
35
3
7
37
38
39
40
41
42
43
36
44
46
44 45 46
46
45
45
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47
CO
CO
CO
CO
CO
CO
CO
CO
POOL
UP UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP UP
UP
UP
LOT 3/ PHASE 1
LOT 4/ PHASE 2
LIMITS OF DISTURBANCE
BUILDING 1
BUILDING 2
BUILDING 3
BUILDING 4
BUILDING 5
BUILDING 6
BUILDING 7
BUILDING 8
BUILDING 9
COMMUNITY
BUILDING
BUILDING 10
BUILDING 11
BUILDING 12
BUILDING 13
BUILDING 14BUILDING 15
BODE BOULEVARD
ANGELA AVENUE
INTERNATIONAL BLVD.
DONELLA DRIVE
AR
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AR
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A
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E.H.BARKER ET.AL.
(PARCEL NO. 8708400002)
EX PROPERTY
BOUNDARY/ROW
EX PROPERTY
BOUNDARY/ ROW
EX PROPERTY
BOUNDARY/ROW
EX PROPERTY
BOUNDARY/ ROW
EX PROPERTY
BOUNDARY/ ROW
EX PROPERTY
BOUNDARY/ROW
EX PROPERTY
BOUNDARY/ROW
EX PROPERTY
BOUNDARY/ROW
POOL
PROPOSED
RAIN
GARDEN
PLAYGROUND
TOT
LOT
BARK PARK
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCELIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE LIMITS OF
DISTURBANCE
LIMITS OF DISTURBANCE
SF
SF
SF
SF
SFSF
SF
SF
SF
SF
SF SF
GF
GF
GF
VTC
VTCVTC
VTC
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
INSTALL OUTLET
GRAVEL FILTER
RS
RS
RS
RS
RS
GB
RS
RS
RS
RS
RS
GB
GB
RS
RS
RS
RS
IP
IP
IP
5
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IPIP
IP IP
IP
IP
EX TOPO
CONTOUR
(TYP)
MASTERPLAN
PROP CONTOUR
(TYP)
EX TOPO
CONTOUR
(TYP)
MASTERPLAN
PROP CONTOUR
(TYP)
EX TOPO
CONTOUR
(TYP)
MASTERPLAN
PROP CONTOUR
(TYP)
EX TOPO
CONTOUR
(TYP)
MASTERPLAN
PROP CONTOUR
(TYP)
GB
VTC
VTC
SF
RS
IP
RS
IP
IP
LOT 3/ PHASE 1
LOT 4/ PHASE 2
PROP 10'
TYPE R INLETPROP 10'
TYPE R INLET
PROP 10'
TYPE R INLET
PROP 10'
TYPE R INLET
PROP CDOT
TYPE D INLET
PROP CDOT
TYPE C INLET
4
5
4
5
4
3
PROP CDOT
TYPE C INLET
INSTALL OUTLET
GRAVEL FILTER
1
PROP 10'
TYPE R INLET
PROP 10'
TYPE R
INLET
PROP 10'
TYPE R INLET
PROP 10'
TYPE R INLET
CWO
PROP 10'
TYPE R INLET
IP
SHEET No:
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project no:
date:
BL
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C-008
8 20
AUGUST 2, 2023
801-004
JRG
JRG
JRG
ASPEN
0'
SCALE: 1" = 60'
60'120'
NOTES: .
1.PERIMETER SILT FENCE SHALL BE INSTALLED ALONG
PROPERTY BOUNDARY, AND IS SHOWN OFFSET FROM
PROPERTY BOUNDARY ON THIS PLAN FOR CLARITY.
·PERIMETER SILT FENCE AROUND SITE = 3,709 LF . WHERE
ACCESS DRIVES OCCUR AND TRACKING PADS ARE INSTALLED,
SILT FENCE WILL NOT OCCUR AND WILL STOP AT EDGE OF
TRACKING PADS.
2.ALL DISTURBED AREAS ARE TO BE SEEDED AND MULCHED.
3.STOCK PILES SHALL NOT TO EXCEED 10' IN HEIGHT.
4.ALL OFFSITE AREAS DISTURBED DURING CONSTRUCTION ARE
TO BE RE-VEGETATED AND RETURNED TO HISTORIC
CONDITION. STRAW WATTLES OR GRAVEL INLET FILTERS MAY
BE INSTALLED (IF NECESSARY AND AS REQUIRED) ON
EXISTING, OFFSITE/DOWNSTREAM INLETS.
5.VEHICLE TRACKING PAD(S) LOCATIONS SHALL BE DETERMINED
BY THE CONTRACTOR, PRIOR TO CONSTRUCTION, AND SHALL
BE INSTALLED ACCORDINGLY.
6.SEE SHEET C-009 & C-010 FOR EROSION CONTROL NOTES AND
DETAILS.
7.NORTH AMERICAN GREEN C350 FABRIC WILL BE UTILIZED AT
MINOR OUTFALL LOCATIONS SHOWN, WITH CONCRETE
FOREBAYS UTILIZED WHERE LARGER STORM FLOWS WILL
DISCHARGE TO THE LARGE PROPOSED LID BASIN IN THE
SOUTHERN END OF THE SITE.
8.PERMANENT STORMWATER CONTROL MEASURES SUCH AS LID
BASINS, RAINGARDENS, STORM TECH SYSTEMS, BIOSWALES OR
BIORETENTION PONDS SHALL BE CONSTRUCTED IN THE LAST
PHASE OF CONSTRUCTION ON THE SITE TO MINIMIZE THE
POTENTIAL FOR SEDIMENTATION. ONCE THE RAIN GARDEN IS
INSTALLED, SILT FENCE SHALL BE PLACED AROUND THE RAIN
GARDEN FOR PROTECTION AND TO MITIGATE SEDIMENTATION.
9.NO DEBRIS OR MUD SHALL BE TRACKED ONTO ADJACENT
STREETS AND ANY TRACKING THAT DOES OCCUR, WILL BE
CLEANED IMMEDIATELY BY THE CONTRACTOR.
10.PER CITY EROSION CONTROL REQUEST, CONTRACTOR TO NOTE
THAT SYMBOLS SHOWN ON THIS PLAN ARE NOT TO SCALE.
LEGEND .
INSTALL VEHICLE TRACKING PAD
INSTALL SILT FENCE
INSTALL CONCRETE WASHOUT
HAY OR STRAW DRY MULCH (1-5%)
INSTALL 12" STRAW WATTLE CHECK DAM
LIMITS OF DISTURBANCE
INSTALL CURB INLET GRAVEL FILTER
INSTALL AREA INLET GRAVEL FILTER
PROPOSED DIRECTION OF SURFACE FLOW
INSTALL ROCK SOCK FILTER
INSTALL GRAVEL CURB CHECK BAG
INSTALL NORTH AMERICAN GREEN C350
PROPOSED MAJOR CONTOUR - 5 FT INTERVAL
PROPOSED MINOR CONTOUR - 1 FT INTERVAL
EXISTING MAJOR CONTOUR - 5 FT INTERVAL
EXISTING MINOR CONTOUR - 1 FT INTERVAL
VTC
SF
W
IP
IP
GB
MU
CWO
RS
GF
EXISTING DIRECTION OF SURFACE FLOW
INSTALL RIPRAP PROTECTION (TYPE M D =12")RR 50
35
36
FOR THE MARKING OF UNDERGROUND
BEFORE YOU DIG, GRADE, OR EXCAVATE
CALL 2 BUSINESS DAYS IN ADVANCE
CENTER OF COLORADO
CALL UTILITY NOTIFICATION
1-800-922-1987
MEMBER UTILITIES.
KEY NOTE LEGEND .
1 PROPOSED 30" DRAIN BASIN
2 PROPOSED 12" DRAIN BASIN
3 PROPOSED 15" DRAIN BASIN
4 PROPOSED 18" DRAIN BASIN
5 PROPOSED AREA INLET W/ MH BASE
www.herefordnrcd.com/Straw_Wattles.pdf) AND PER DETAILS
AND INSTALLATION INSTRUCTIONS CALLED FOR ON THIS SHEET.
2. IF GRAVEL INLET FILTERS ARE USED, REFER TO "CURB INLET GRAVEL FILTER" DETAIL, THIS SHEET.
STRAW
WATTLE/ROCK
SOCK CHECK
DAM
www.herefordnrcd.com/Straw_Wattles.pdf
WOODEN
STAKE
(TYP)STRAW
WATTLE WOODEN
STAKE
(TYP)
EMBED
WATTLE/ROCK
SOCK FILTERS
3" TO 5" INTO
SOIL
EMBED
WATTLE/ROCK
SOCK 3" TO 5"
INTO SOIL
General Erosion Control Requirements
These notes are a summary for the legal requirements, that are set forth in the Fort Collins Stormwater Criteria Manual (FCSCM), and that any conflict is resolved
by the more stringent requirement controlling.
1)The Property Owner, Owner's Representative, Developer, Design Engineer, General Contractor, Sub-contractors, or similar title for the developing entity
(here after referred to as the Developer) has provided these Erosion Control Materials in accordance with Erosion Control Criteria set forth in the Manual as an
attempt to identify erosion, sediment, and other potential pollutant sources associated with these Construction Activities and preventing those pollutants from
leaving the project site as an illicit discharge. Full City requirements and are outlined and clarified in the Manual under Chapter 4: Construction Control Measures
and should be used to identify and define what is needed on a project.
2)The Developer shall make themselves thoroughly familiar with the provisions and the content of the specifications laid out in the Manual, the Development
Agreement, the Erosion Control Materials compiled for this project, and the following notes as all these materials are applicable to this project.
3)The Developer shall implement and maintain Control Measures for all potential pollutants from the start of land disturbing activities until final stabilization
of the construction site.
4)The City Erosion Control Inspector shall be notified at least twenty-four (24) hours prior to the desired start of any construction activities on this site to
allow adequate time for on-site confirmation (initial inspection which can take up to two business days after receiving the request) that the site is in fact protected
from sediment and pollutants discharges off site. Please contact erosion@fcgov.com early to schedule those Initial Erosion Control Inspections well in advance so
that demolition, clearing, grubbing, tree removal, and scraping may begin without delay. Failure to receive an on-site confirmation before construction activities
commence is an automatic “Notice of Violation” and can result in further enforcement actions.
5)The Developer shall proactively provide all appropriate Control Measures to prevent damage to adjacent downstream and leeward properties. This includes
but is not limited to: trees, shrubs, lawns, walks, pavements, roadways, structures, creeks, wetlands, streams, rivers, and utilities that are not designed for removal,
relocation, or replacement in the course of construction.
6)At all times the Developer shall be responsible to ensure adequate Control Measures are designed, selected, installed, maintain, repaired, replaced, and
ultimately removed in order to prevent and control erosion suspension, sediment transportation, and pollutant discharge as a result of construction activities
associated with this project.
7)All applicable Control Measures based upon the sequencing and/or phasing of the project shall be installed prior to those construction activities
commencing.
8)As dynamic conditions (due to the nature, timing, sequence, and phasing of construction) in the field may warrant Control Measures in addition, or different,
to what is shown on these plans, the Developer shall at all times be responsible to implement the Control Measures that are most effective with the current state
and progress of construction. The Developer shall implement whatever measures are determined necessary, and/or as directed by the City Erosion Control
Inspector. The Developer shall insure that all Erosion Control Plans (Maps) or SWMP documents are updated to reflect the current site conditions, with updates
being initialed and dated. These site inspections and site condition updates shall be made available upon request by the City.
9)All listings, provisions, materials, procedures, activities, site work and the like articulated in this or other written site-specific documents (Including but not
limited to the erosion control reports, development agreements, landscape, and drainage materials) shall meet or exceed the most restrictive language for City,
County, State, and Federal regulations with regards to erosion, sediment, pollutant, and other pollution source Control Measures. The Developer shall be
responsible to comply with all of these aforementioned laws and regulations.
10)The Developer shall ensure that all appropriate permits (CDPS General Permit Stormwater Discharges Associated with Construction Activity, Dewatering,
Clean Water Act, Army Corps of Engineers' 404 Wetlands Mitigation Permit, etc.) have been attained prior to the relevant activity has begun. These permits or
copies shall be made available upon request by the City.
11)The Developer shall furnish all conveniences and assistances to aid the Erosion Control Inspectors of materials, workmanship, records, and self-inspections,
etc. of the Control Measures involved in the construction activities.
12)The Developer shall request clarification of all apparent site construction issues that may arise due to inconsistencies in construction plans for the site or site
conditions around the selected Control Measures by contacting the Erosion Control Inspector. The Erosion Control Inspector will not be responsible for any
explanations, interpretations, or supplementary data provided by others.
13)All Control Measures shall be installed in accordance with the Manual.
14)The City reserves the right to require additional Control Measures as site conditions warrant, to the extent authorized by relevant legal authority.
15)As with any construction standards, occasions may arise where the minimum erosion control standards are either inappropriate or cannot be justified. In
these cases, a variance to these standards may be applied for pursuant to the terms, conditions, and procedures of the Manual.
16)Inspection. The contractor shall inspect site pollutant sources and implement Control Measures at a minimum of once every two weeks during construction
and within 24 hours following a precipitation event. Documentation of each inspection shall be recorded and retained by the contractor.
17)All temporary Control Measures shall be cleaned, repaired, or reconstructed as necessary in order to assure continual performance of their intended
function. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their
release into any drainage way.
18)Any Control Measure may be substituted for another standard Control Measure so long as that Control Measure is equal to, or of greater protection than
the original Control Measure that was to be used in that location. (ex. silt fence, for wattles, or for compact berms) Wattle alone on commercial construction sites
have shown to be an ineffective substitute for silt fence or compact berms unless it is accompanied by a construction fence to prevent vehicle traffic.
19)Any implementation or replacement of existing Control Measures for a non-standard control, or alternative Control Measure, shall require the review and
acceptance by the City erosion control staff before the measure will be allowed to be used on this project. These Control Measures' details shall be submitted,
reviewed and accepted to be in accordance with the Erosion Control Criteria based upon the functionality and effectiveness in accordance with sound engineering
and hydrological practices
Land disturbance, Stockpiles, and Storage of Soils
20)There shall be no earth-disturbing activity outside the limits designated on the accepted plans. Off road staging areas or stockpiles must be preapproved by
the City. Disturbances beyond these limits will be restored to original condition.
21)Pre-disturbance vegetation shall be identified, protected, and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to
the area required for immediate construction operations, and for the shortest practical period of time. This should include sequencing and phasing construction
activities in a way so that the soil is not exposed for long periods of time by schedule or limit grading to small areas. This should also include when practical
advancing the schedule on stabilization activities such that landscaping takes place shortly if not immediately after grading has occurred. Vegetation efforts shall
start as soon as possible to return the site to a stabilized condition. Sensitive areas should avoid clearing and grading activities as much possible.
22)All exposed soils or disturbed areas are considered a potential pollutant and shall have Control Measures implemented on the site to prevent materials from
leaving the site.
23)All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition at all
times by equipment tracking, scarifying or disking the surface on a contour with a 2 to 4 inch minimum variation in soil surface until mulch, vegetation, and/or
other permanent erosion control is installed.
24)No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport through the use of surface roughening,
watering, and down gradient perimeter controls. All soil stockpiles shall be protected from sediment transport by wind in accordance with Municipal Code §12-150.
All stockpiles shall be flattened to meet grade or removed from site as soon as practical, and no later than the completion of construction activities or
abandonment of the project. All off-site stockpile storage locations in City limits shall have a stockpile permit from the City Engineering Department prior to using
the area to store material. If frequent access from hardscape to the stockpile is needed a structural tracking Control Measure shall be implemented.
25)All required Control Measures shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc.). All of the required erosion Control
Measures must be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion
control report.
26)All inlets, curb-cuts, culverts, and other storm sewer infrastructure which could be potentially impacted by construction activities shall be protected with
Control Measures. Material accumulated from this Control Measure shall be promptly removed and in cases where the protection has failed, the pipes shall be
thoroughly cleaned out.
27)All streams, stream corridors, buffers, woodlands, wetlands, or other sensitive areas shall be protected from impact by any construction activity through the
use of Control Measures.
28)All exposed dirt shall have perimeter control. Any perimeter controls that drain off or has the ability to be tracked onto the nearby hardscape shall have
some form of effective sediment control as the, or as part of the, perimeter control.
29)All exposed slopes should be protected. All exposed steep slopes (Steeper than 3:1 H:V) shall be protected from erosion and sediment transport through use
of Control Measures.
30)No soils shall remain exposed by land disturbing activity for more than thirty (30) days after activity has ceased before required temporary seeding or
permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed. This is not just limited to projects that are abandoned; this includes any project that is
temporarily halted and no immediate activity is to resume within the next thirty (30) days, unless otherwise approved by the City Erosion Control Inspector. During
a season when seeding does not produce vegetative cover, another temporary erosion control shall be implemented with or until temporary seeding or permanent
erosion control can be performed.
31)All individual lots shall have effective sediment controls located on the street side and any down gradient side. Typically most lots drain to the front yet on
those cases where houses are along a pond or drainage swale have the lot drain in a different direction than the street, those individual lots will need protection on
that down gradient side to prevent sediment from leaving the lot. See the Individual Lot Details for further clarification.
Vehicle Tracking
32)At all points where vehicles exit or leave the exposed dirt area on to a hardscape or semi hardscape (concrete, asphalt, road base, etc.) shall have installed at
least one structural tracking Control Measure to prevent vehicle tracking. All areas not protected by an adequate perimeter control shall be considered a point
where vehicles exit the site. Access points should be limited to as few entrances as possible (All perimeter areas shall be protected from tracking activities).
33)In all areas that the structural tracking Control Measures fail to prevent vehicle tracking, collection and proper disposal of that material is required. All inlets
located near access points and affected by tracking activities shall be prevented from the introduction of sediment into the drainage system.
34)City Municipal Code §20-62, among other things, prohibits the tracking, dropping, or depositing of soils or any other material onto city streets by or from any
source. City Municipal Code, §26-498, among other things, prohibits the discharge of pollutants on public or private property if there is a significant potential for
migration of such pollutant. Therefore, all tracked or deposited materials (intentional or inadvertent) are not permitted to remain on the street or gutter and shall
be removed and legally disposed of by the Developer in a timely and immediate manner. Dirt ramps installed in the curb-lines are not exempt to these sections of
code and shall not be permitted in the street right of way (public or private).
35)If repeated deposit of material occurs on a site, additional structural tracking controls may be required of the Developer by the City Erosion Control
Inspector. Loading and Unloading Operations
36)The Developer shall apply Control Measure to limit traffic (site worker or public) impacts and proactively locate material delivered to the site in close
proximity to the work area or immediately incorporated in the construction to limit operational impacts to disturbed areas, vehicle tracking, and sediment
deposition that could impact water quality.
Outdoor Storage or Construction Site Materials, Building Materials, Fertilizers, and Chemicals
37)Any materials of a non-polluting nature (steel, rock, brick, lumber, etc.) shall be inspected for any residue coming off the material during routine inspection
and will generally be located where practical at least fifty (50) feet from any permanent or interim drainage ways.
38)Any high environmental impact pollutant materials that have a high likelihood to result in discharge when in contact with stormwater (lubricants, fuels,
paints, solvents, detergents, fertilizers, chemical sprays, bags of cement mix, etc.) should not be kept on site where practical. When not practical, they should be
stored inside (vehicle, trailer, connex, building, etc.) and out of contact with stormwater or stormwater runoff. Where not available, they shall be stored outside in
a raised (high spots or on pallets), covered (plastic or tarped), and sealed (leak proof container) in secondary containment location. The secondary containment or
other Control Measure shall be adequately sized, located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage
ways and shall be monitored as part of the routine inspections.
Vehicle and equipment maintenance and fueling
39)Parking, refueling, and maintenance of vehicles and equipment should be limited in one area of the site to minimize possible spills and fuel storage areas.
This area shall be located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage ways and shall be monitored as
part of the routine inspections. All areas shall keep spill kits and supplies close.
Significant Dust or Particulate generating Process
40)The property must be actively preventing the emission of fugitive dust at all times during construction and vegetation activities. All land disturbing activities
that result in fugitive dust shall be in accordance with Municipal Code §12-150 to reduce the impacts to adjacent properties and community health. All required
practices shall be implemented and additional ones shall be followed. These practices include watering the sites and discontinuing construction activities until the
wind subsides as determined by any City Inspectors.
Concrete truck / equipment washing, including the concrete truck chute and associated fixtures and equipment
41)All concrete and equipment washing shall use structural Control Measures appropriate to the volume of wash and frequency of use. These Control Measures
shall be located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage ways and shall be monitored as part of
the routine inspections. These areas shall be clearly identified and protected from any wash from leaving the Control Measure. If frequent FORT COLLINS
STORMWATER CRITERIA MANUAL Appendix F Page 7 access from hardscape to the Control Measure is to occur, a structural tracking Control Measure shall be
implemented. These Control Measures shall be frequently cleaned out.
42)The Developer is responsible for ensuring washing activity is taking place at the appropriate Control Measure and site workers are not washing or dumping
wash water on to the dirt or other uncontrolled locations.
Dedicated Asphalt and concrete batch plants
43)Dedicated asphalt and concrete batch plants are not acceptable on construction sites within the City of Fort Collins without an expressed written request
and plan to reduce pollutants associated with that type of activity and approval by the City of Fort Collins specifically the Erosion Control Inspector. The Developer
shall inform the erosion control inspection staff of any dedicated asphalt, or concrete batch plants that is to be used on site.
Concrete Saw Cutting Materials
44)Saw cutting material shall be in accordance with Municipal Code §12-150 for air emissions and all water applications to the saw cutting shall prevent
material from leaving the immediate site and collected. These cutting locations, once dried, shall be swept and scraped of all material and shall have proper and
legal disposal.
Waste Materials Storage and Sanitary Facilities
45)Trash, debris, material salvage, and/or recycling areas shall be, where practical, at least fifty (50) feet from any permanent or interim stormwater structures
or drainage ways and shall be monitored as part of the routine inspections. These facilities should be located out of the wind and covered as able. Where not able to
cover, locating said areas on the side of other structures to reduce exposure to winds, and follow maximum loading guidelines as marked on the container. The
Developer is required to practice good housekeeping to keep the construction site free of litter, construction debris, and leaking containers.
46)Sanitary facilities shall be prevented from tipping through the use of anchoring to the ground or lashing to a stabilized structure. These facilities shall also be
located as far as practical from an inlet, curb cut, drainage swale or other drainage conveyances to prevent material transport from leaving the local area. This
consists of the facility being located, where practical, at least fifty (50) feet from any permanent or interim drainage ways.
Other Site Operations and Potential Spill Areas
47 )Spills: For those minor spills that; are less than the State's reportable quantity for spills, stay within the permitted area, and in no way threaten any
stormwater conveyance, notify the FORT COLLINS STORMWATER CRITERIA MANUAL Appendix F Page 8 City of Fort Collins Utilities by email at erosion@fcgov.com
or phone (970) 817-4770. For any significant, major, or hazardous spills, notify the City of Fort Collins Utilities by phone only after Emergency Response (911) has
been notified and is on route, County Health Department (LCDHE) has been notified through Larimer County Sheriff Dispatch (970) 416-1985, and the State Spill
Hotline Incident Reporting have been contacted 1-877-518-5608. Written documentation shall be provided to the City within 5 days of the event. All spills shall be
cleaned up immediately.
48)Selection of “plastic welded” erosion control blankets shall not be used in areas that wildlife, such as snakes, are likely to be located as these have proven to
cause entrapment issues.
Final stabilization and project completion
49) Any stormwater facilities used as a temporary Control Measure will be restored and storm sewer lines will be cleaned upon completion of the project and
before turning the maintenance over to the Owner, Homeowners Association (HOA), or other party responsible for long term maintenance of those facility.
50)All final stabilization specifications shall be done in accordance with the Manual, Chapter 4: Construction Control Measures.
51)All disturbed areas designed to be vegetated shall be amended, seeded & mulched, or landscaped as specified in the landscape plans within 14 working days
of final grading.
52 Soil in all vegetated (landscaped or seeded) areas, including parkways and medians shall comply with all requirements set forth in Sections 12-130 through
12-132 of the City Municipal Code, as well as Section 3.8.21 for the City Land Use Code.
53)All seeding shall refer to landscaping plans for species mixture and application rates and depths requirements.
54)All seed shall be drilled where practical to a depth based upon the seed type. Broadcast seeding shall be applied at double the rate as prescribed for drill
seeding and shall be lightly hand raked after application. Hydroseeding may be substituted for drill seeding on slopes steeper than 3(H):1(V) or on other areas not
practical to drill seed and crimp and mulch. All hydroseeding must be conducted as two separate processes of seeding and tackification.
55)All seeded areas must be mulched within twenty-four (24) after planting. All mulch shall be mechanically crimped and or adequately applied tackifier. The use
of crimped mulch or tackifier may require multiple re-applications if not properly installed or have weathered or degraded before vegetation has been established.
Areas of embankments having slopes greater than or equal to 3H:1V shall be stabilized with an erosion mat or approved equal to ensure seed will be able to
germinate on the steep slopes. During a season when seeding does FORT COLLINS STORMWATER CRITERIA MANUAL Appendix F Page 9 not produce vegetative
cover, another temporary erosion control shall be implemented along with, or until, temporary seeding or permanent erosion control can be performed.
56)The Developer shall warranty and maintain all vegetative measures for two growing seasons after installation or until seventy percent (70%) vegetative cover
has been established, whichever is longer and meets all the Criteria outlined in the Fort Collins Stormwater Criteria Manual Chapter 4: Construction Control
Measures.
57)The Developer shall maintain, monitor, repair, and replace any and all applicable Control Measures until final stabilization has been obtained. All Control
Measures must remain until such time as all upstream contributing pollutant sources have been vegetated or removed from the site. When any Control Measure is
removed, the Developer shall be responsible for the cleanup and removal of all sediment and debris from that Control Measure. At the point at which the site has
been deemed stabilized and verified by City Erosion Control Inspector, all temporary Control Measures can then be fully removed. All measures shall be removed
within 30 days after final stabilization is achieved.
58) The responsible party shall maintain and keep current all payments or related forms of security for the Erosion Control Escrow until 1) stabilization has been
reached and 2) all Control Measures and/or BMPs have sediment materials collected and the Control Measure removed from the site. At that time the site will be
considered completed and any remaining Erosion Control Escrow shall be returned to the appropriate parties.
SHEET No:
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C-009
9 20
AUGUST 2, 2023
801-004
JRG
JRG
JRG
SLOPE
INSTALLATION
DETAIL
Drawing Not To Scale
1.Prepare soil before installing rolled
erosion control products (RECPs),
including any necessary
application of lime, fertilizer, and
seed.
2.Begin at the top of the slope by
anchoring the RECPs in a
6"(15cm) deep X 6"(15cm) wide
trench with approximately 12"
(30cm) of RECPs extended beyond
the up-slope portion of the trench.
Anchor the RECPs with a row of
staples/stakes approximately 12"
(30cm) apart in the bottom of the
trench. Backfill and compact the
trench after stapling. Apply seed to
the compacted soil and fold the
remaining 12"(30cm) portion of
RECPs back over the seed and
compacted soil. Secure RECPs
over compacted soil with a row
of staples/stakes spaced
approximately 12"(30cm) apart
across the width of the RECPs.
3.Roll the RECPs (A) down or (B)
horizontally across the slope.
RECPs will unroll with appropriate
side against the soil surface. All
RECPs must be securely fastened
to soil surface by placing
staples/stakes in appropriate
locations as shown in the staple
pattern guide.
4.The edges of parallel RECPs must
be stapled with approximately 2" -
5" (5-12.5cm) overlap depending
on the RECPs type.
5.Consecutive RECPs spliced down
the slope must be end over end
(Shingle style) with an approximate
3"(7.5cm) overlap. Staple through
overlapped area, approximately
12"(30cm) apart across entire
RECPs width.
Drawn on: 5-4-17
Disclaimer:
The information presented herein is general design information only. For specific applications,
consult an independent professional for further design guidance.
2"-5"
(5-12.5cm)
3B
4
2
5
1
3A
12"(30cm)
6"
(15cm)
6"
(15cm)
*NOTE:
In loose soil conditions, the use of
staple or stake lengths greater than
6"(15cm) may be necessary to
properly secure the RECP's.
3"(7.5cm)
5401 St. Wendel - Cynthiana Rd.
Poseyville, IN 47633
PH: 800-772-2040
www.nagreen.com
CHANNEL
INSTALLATION
DETAIL
Drawing Not To Scale
1.Prepare soil before installing rolled
erosion control products (RECPs),
including any necessary application of
lime, fertilizer, and seed.
2.Begin at the top of the channel by
anchoring the RECPs in a 6"(15cm)
deep X 6"(15cm) wide trench with
approximately 12"(30cm) of RECPs
extended beyond the up-slope portion
of the trench. Use ShoreMax mat at the
channel/culvert outlet as supplemental
scour protection as needed. Anchor the
RECPs with a row of staples/stakes
approximately 12"(30cm) apart in the
bottom of the trench. Backfill and
compact the trench after stapling. Apply
seed to the compacted soil and fold the
remaining 12"(30cm) portion of RECPs
back over the seed and compacted soil.
Secure RECPs over compacted soil
with a row of staples/stakes spaced
approximately 12" apart across the
width of the RECPs.
3.Roll center RECPs in direction of water
flow in bottom of channel. RECPs will
unroll with appropriate side against the
soil surface. All RECPs must be
securely fastened to soil surface by
placing staples/stakes in appropriate
locations as shown in the staple pattern
guide.
4.Place consecutive RECPs end-over-end
(Shingle style) with a 4"-6" overlap. Use
a double row of staples staggered 4"
apart and 4" on center to secure
RECPs.
5.Full length edge of RECPs at top of side
slopes must be anchored with a row of
staples/stakes approximately 12"(30cm)
apart in a 6"(15cm) deep X 6"(15cm)
wide trench. Backfill and compact the
trench after stapling.
6.Adjacent RECPs must be overlapped
approximately 2"-5" (5-12.5cm)
(Depending on RECPs type) and
stapled.
7.In high flow channel applications a
staple check slot is recommended at 30
to 40 foot (9 -12m) intervals. Use a
double row of staples staggered
4"(10cm) apart and 4"(10cm) on center
over entire width of the channel.
8.The terminal end of the RECPs must be
anchored with a row of staples/stakes
approximately 12" (30cm) apart in a
6"(15cm) deep X 6"(15cm) wide trench.
Backfill and compact the trench after
stapling.
Drawn on: 5-4-17
Disclaimer:
The information presented herein is general design information only. For specific applications,
consult an independent professional for further design guidance.
2"-5"
(5-12.5cm)
6
2
4
12"(30cm)
6"
(15cm)
6"
(15cm)
4"-6"
(10-15cm)
8
6"
(15cm)
5 7
4"(10cm)
3
1
A
B
C
A
B C
NOTES:
*Horizontal staple spacing should be
altered if necessary to allow staples to
secure the critical points along the channel
surface.
**In loose soil conditions, the use of staple
or stake lengths greater than 6"(15cm) may
be necessary to properly secure the
RECP's.
CRITICAL POINTS
A. Overlaps and Seams
B. Projected Water Line
C. Channel Bottom/Side Slope Vertices
4"(10cm)
6"
(15cm)
5401 St. Wendel - Cynthiana Rd.
Poseyville, IN 47633
PH: 800-722-2040
www.nagreen.com
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C-010
10 20
AUGUST 2, 2023
801-004
JRG
JRG
JRG
POOL
UP UP
UP
UP
UP
UP
UP
UP
UP
UP
LOT 3/ PHASE 1
LOT 4/ PHASE 2
41
42
43
44
45
40
44
41
42
43
45
41
42
43
44
46
44 45 46
46
45
45
47
BUILDING 7
BUILDING 8
POOL
BUILDING 9
BUILDING 10
BUILDING 11
BUILDING 12
BUILDING 13
BUILDING 14
BUILDING 15
INTERNATIONAL BLVD.
AR
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PROP EMERGENCY ACCESS
EASEMENT (WIDTH OF DRIVE
AISLE, TYP.)
PLAYGROUND
TOT
LOT
EX PROPERTY
BOUNDARY/ ROW
EX PROPERTY
BOUNDARY/ ROW
EX PROPERTY
BOUNDARY/ ROW
EX PROPERTY
BOUNDARY/ ROW
EX 9' UTILITY
EASEMENT
EX 15' UTILITY
EASEMENT
EX 9' UTILITY
EASEMENT
EX 9' UTILITY
EASEMENT
PAVE ACCESS
DRIVE IN PORTLAND
CONCRETE TO ROW
WHITHAM FARMS, LLC
(PARCEL NO. 8709000039)
WHITHAM FARMS, LLC
(PARCEL NO. 8709000004)
20' ELCO EASEMENT
(BOOK 1740 PAGE 881 (#11)
DE
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ANGELA AVENUEEX 4' ACCESS
EASEMENT
9
9
9
3
9
7
8
8
9
9
16
11
11
11
11
13
11
9
8
9
1
4
4
7
7
7
7
7
11
20
5 5
STEPS REQUIRED
STEPS REQUIRED
STEPS REQUIRED
STEPS REQUIREDSTEPS REQUIRED
4
4
4
4
4
4
4
4
7
MATCHLINE
SEE SHEET C-012
EX PROPERTY
BOUNDARY/ ROW
STEPS REQUIRED
STEPS REQUIRED
STEPS REQUIRED
STEPS REQUIRED
STEPS REQUIRED
EX PROPERTY
BOUNDARY/ ROW
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP 6' SIDEWALK
PROP 6' SIDEWALK
PROP 10' SIDEWALK
PROP 10' SIDEWALK
PROP 5' SIDEWALK
PROP 5' SIDEWALK
PROP 5' SIDEWALK
8
8
11
9
7
11
8
811
11
11
1
3
13
15
15
15
15
15
15
4
4
4
4
STEPS REQUIRED
1
4
1
1
5
9
8
8
8
11
11
9
16
4
4
1
42
40
40
40
41
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NOTES
.
1.PROPOSED ELEVATIONS SHOWN ARE RELATIVE TO A DATUM OF 4900 FEET,
AND ARE BASED ON PRIVATE, EXISTING BENCHMARKS FOR THE PVHS
CAMPUS, AND HAVE BEEN TIED TO CITY OF FORT COLLINS VERTICAL
CONTROL NETWORK DATUM. PLEASE SEE SHEET C-002 FOR PROJECT
BENCHMARK INFORMATION.
2.SEE SHEET C-002 FOR GENERAL CONSTRUCTION NOTES, MASTER LEGEND
AND ABBREVIATIONS. THE LIMITS OF THE DEVELOPMENT IS THE PROPERTY
BOUNDARY, WITH THE EXCEPTION OF THE ACCESS DRIVE CONNECTIONS.
3.ALL INTERIOR CURB AND GUTTER SHALL BE 1.5' w/ A 1' PAN UNLESS NOTED
OTHERWISE.
4.PLEASE REFER TO THE GEOTECHNICAL REPORT FOR EXCAVATION, GRADING,
AND PAVING RECOMMENDATIONS AND REQUIREMENTS FOR THE PROJECT
SITE.
5.PROPOSED OUTFALL AND INFALL CURB AND GUTTER SHALL BE PROVIDED
FOR INTERIOR PORTIONS OF THE SITE.
6.REFER TO THE ARCHITECTURAL DRAWINGS FOR FINISH FLOOR
INFORMATION.
7.REFER TO THE LANDSCAPE PLANS FOR HARDSCAPE DETAILS, PLANTING
PLANS AND EXISTING TREES TO BE PROTECTED IN PLACE.
8.SITE GRADING AND GREEN AREAS WILL UTILIZE 2% CROSS-SLOPE MINIMUM,
UNLESS SHOWN OTHERWISE.
9.FLOWLINES OF CURB AND GUTTER AND CONCRETE PANS/CHASES WILL
UTILIZE 0.5% MINIMUM ON INTERIOR OF SITE. SLOPES IN STREETS WILL
VARY, AS REQUIRED TO MATCH EXISTING CONDITIONS.
10.ALL PRIVATE AND PUBLIC SIDEWALKS WILL BE 6" THICK, 4000 PSI CONCRETE.
11.THE FINISH FLOOR ELEVATION SHOWN EXCEEDS THE MINIMUM ELEVATION
REQUIRED FOR PROTECTION FROM THE 100-YR STORM.
12.ALL CURB CUTS SHALL HAVE 1' TRANSITION TAPERS FROM 6" HIGH CURB TO
0" HIGH CURB ON EACH SIDE OF THE CURB CUT, EXCEPT WHERE
CONNECTING TO A SIDEWALK CHASE.
13.REFER TO THE LANDSCAPE PLANS BY VIGNETTE STUDIOS FOR LOCATIONS
OF IRRIGATION VALVE BOXES, AND PLANTS.
14.CONTRACTOR SHALL RAISE & RESET (OR LOWER, IF APPLICABLE) ALL
ELECTRICAL VAULTS, IRRIGATION VALVE BOXES, WATER VALVE COVERS,
MANHOLE LIDS, AS MAY BE REQUIRED TO MATCH FINISH GRADE.
15.ABBREVIATIONS:
BOW = BOTTOM OF WALL
TW = TOP OF WALL
ME = MATCH EXISTING
16.REFER TO LANDSCAPE PLANS FOR CONCRETE SCORING/JOINTING
PATTERNS. CONCRETE JOINT PATTERNS, NOT SPECIFIED IN THE LANDSCAPE
AND SITE PLANS, SHALL BE PROVIDED AND ALL CONCRETE JOINTS CAULKED
AND SEALED, PER CDOT M&S STANDARD DETAIL M-412-1.
SHEET No:
PR
O
J
E
C
T
/
L
O
C
A
T
I
O
N
:
DR
A
W
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:
OF
CHECKED BY:
DESIGNED BY:
DRAWN BY:
DE
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V
I
S
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:
DA
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:
RE
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I
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E
D
B
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:
AP
P
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D
B
Y
:
RE
V
.
#
1 2 3 4 5 6 7
PRE
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NOT
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project no:
date:
BL
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(
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C-011
11 20
AUGUST 2, 2023
801-004
JRG
JRG
JRG
ASPEN
0'
SCALE: 1" = 30'
30'60'
1
2
3
4
5
6
7
8
9
10
11
14
15
16
KEY NOTE LEGEND .
PROPOSED DRAINAGE SWALE
PROPOSED RAIN GARDEN
PROPOSED 2' WIDE CURB CUT
PROPOSED STORM SEWER (SIZED IN FINAL DESIGN)
PROPOSED NYLOPLAST DRAIN BASIN
PROPOSED TYPE C INLET
INSTALL NORTH AMERICAN GREEN C350 EROSION CONTROL FABRIC
PROPOSED 2' CONCRETE TRICKLE PAN
PROPOSED 2' WIDE CURB CUT (w/ CONC CHASE, AS APPLICABLE)
PROPOSED TYPE R INLET
PROPOSED 2' METAL SIDEWALK CULVERT
PROPOSED 4' WIDE CURB CUT WITH CONC CHASE
PROPOSED MSE WALL
2' x 8" TALL BLOCK OUT IN WALL FOR DRAINAGE
12
13
PROPOSED CONCRETE FOREBAY
PROPOSED 3' CURB CUT W/ CONC CHASE & 3' SIDEWALK CULVERT (AS APPL.)
17 PROPOSED 4' CURB CUT W/ METAL SIDEWALK CULVERT
18 PROPOSED 3' CONCRETE CHASE W/ METAL SIDEWALK CULVERT
19 PROPOSED CDOT TYPE D INLET
20 PROPOSED AREA INLET W/ MH BASE
21 PROPOSED 7' CURB CUT W/ TRANSITION TO 3' CONCRETE CHANNEL
FOR THE MARKING OF UNDERGROUND
BEFORE YOU DIG, GRADE, OR EXCAVATE
CALL 2 BUSINESS DAYS IN ADVANCE
CENTER OF COLORADO
CALL UTILITY NOTIFICATION
1-800-922-1987
MEMBER UTILITIES.
CO
CO
CO
CO
POOL
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP UP
CO
CO
CO
CO
39
3
5
3
6
3
7
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39
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3
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39
39
39
39
41
41
42
42
40
40
39
40
39
39
39
40
40
40
41
40
4
0
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42
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1
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41
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39
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5
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36
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37
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37
37
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36
36
37
38
39
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36 37 38
39
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35
3
7
37
38
39
40
36
BUILDING 1
BUILDING 2
BUILDING 3
BUILDING 4
BUILDING 5
BUILDING 6
BUILDING 7
BUILDING 8
POOL
BUILDING 9
BODE BOULEVARD
DONELLA DRIVE
AR
I
A
W
A
Y
PROPOSED
RAIN GARDEN
PROP EMERGENCY ACCESS
EASEMENT (WIDTH OF DRIVE
AISLE, TYP.)
PROP EMERGENCY ACCESS
EASEMENT (WIDTH OF DRIVE
AISLE, TYP.)
EX PROPERTY
BOUNDARY/ ROW
EX PROPERTY
BOUNDARY/ROW
EX PROPERTY
BOUNDARY/ ROW
EX 9' UTILITY
EASEMENT
EX 9' UTILITY
EASEMENT
EX 9' UTILITY
EASEMENT
EX 9' UTILITY
EASEMENTPAVE ACCESS
DRIVE IN PORTLAND
CONCRETE TO ROW
PAVE ACCESS
DRIVE IN PORTLAND
CONCRETE TO ROW
PAVE ACCESS
DRIVE IN PORTLAND
CONCRETE TO ROW
EXCLUSIVE WATERLINE EASEMENT
RECEPTION NO. 200700800409 (#14)
E.
H
.
BA
R
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FF 42.50
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4
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45
5
5
6
19
6
7
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2
2
1
20
8
21
STEPS REQUIRED
STEPS REQUIRED
STEPS REQUIRED
STEPS REQUIRED
HANDRAILS
REQUIRED
8
9
MATCHLINE
SEE SHEET C-011
EX 4' ACCESS
EASEMENT
EX PROPERTY
BOUNDARY/ ROW
EX 9' UTILITY
EASEMENT
EX 4' ACCESS
EASEMENT
EX PROPERTY
BOUNDARY/ ROW
EX 9' UTILITY
EASEMENT
39.1
1
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0
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2
0
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0
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6
0
33.
5
0
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33.50
34.00
33.50
PROP 5' SIDEWALKPROP 5' SIDEWALK
PROP 10' SIDEWALK
STEPS REQUIRED
STEPS REQUIREDSTEPS REQUIRED
STEPS REQUIRED
STEPS REQUIRED
STEPS REQUIRED
39.
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PAVE ACCESS
DRIVE IN PORTLAND
CONCRETE TO ROW
PROP LIMITS OF
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PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP 5' SIDEWALK
PROP 5' SIDEWALK
PROP 5' SIDEWALK
PROP 10' SIDEWALK
PROP 10'
SIDEWALK
40.
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2
4
STEPS REQUIRED
STEPS REQUIRED
39
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3
0
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1
.
7
2
4
1
.
4
7
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4
1
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0
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0
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38.26
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23
23
23
NOTES
.
1.PROPOSED ELEVATIONS SHOWN ARE RELATIVE TO A DATUM OF 4900 FEET,
AND ARE BASED ON PRIVATE, EXISTING BENCHMARKS FOR THE PVHS
CAMPUS, AND HAVE BEEN TIED TO CITY OF FORT COLLINS VERTICAL
CONTROL NETWORK DATUM. PLEASE SEE SHEET C-002 FOR PROJECT
BENCHMARK INFORMATION.
2.SEE SHEET C-002 FOR GENERAL CONSTRUCTION NOTES, MASTER LEGEND
AND ABBREVIATIONS.
3.ALL INTERIOR CURB AND GUTTER SHALL BE 1.5' w/ A 1' PAN UNLESS NOTED
OTHERWISE.
4.PLEASE REFER TO THE GEOTECHNICAL REPORT FOR EXCAVATION, GRADING,
AND PAVING RECOMMENDATIONS AND REQUIREMENTS FOR THE PROJECT
SITE.
5.PROPOSED OUTFALL AND INFALL CURB AND GUTTER SHALL BE PROVIDED
FOR INTERIOR PORTIONS OF THE SITE.
6.REFER TO THE ARCHITECTURAL DRAWINGS FOR FINISH FLOOR
INFORMATION.
7.REFER TO THE LANDSCAPE PLANS FOR HARDSCAPE DETAILS, PLANTING
PLANS AND EXISTING TREES TO BE PROTECTED IN PLACE.
8.SITE GRADING AND GREEN AREAS WILL UTILIZE 2% CROSS-SLOPE MINIMUM,
UNLESS SHOWN OTHERWISE.
9.FLOWLINES OF CURB AND GUTTER AND CONCRETE PANS/CHASES WILL
UTILIZE 0.5% MINIMUM ON INTERIOR OF SITE. SLOPES IN STREETS WILL
VARY, AS REQUIRED TO MATCH EXISTING CONDITIONS.
10.ALL PRIVATE AND PUBLIC SIDEWALKS WILL BE 6" THICK, 4000 PSI CONCRETE.
11.THE FINISH FLOOR ELEVATION SHOWN EXCEEDS THE MINIMUM ELEVATION
REQUIRED FOR PROTECTION FROM THE 100-YR STORM.
12.ALL CURB CUTS SHALL HAVE 1' TRANSITION TAPERS FROM 6" HIGH CURB TO
0" HIGH CURB ON EACH SIDE OF THE CURB CUT, EXCEPT WHERE
CONNECTING TO A SIDEWALK CHASE.
13.REFER TO THE LANDSCAPE PLANS BY VIGNETTE STUDIOS FOR LOCATIONS
OF IRRIGATION VALVE BOXES, AND PLANTS.
14.CONTRACTOR SHALL RAISE & RESET (OR LOWER, IF APPLICABLE) ALL
ELECTRICAL VAULTS, IRRIGATION VALVE BOXES, WATER VALVE COVERS,
MANHOLE LIDS, AS MAY BE REQUIRED TO MATCH FINISH GRADE.
15.ABBREVIATIONS:
BOW = BOTTOM OF WALL
TW = TOP OF WALL
ME = MATCH EXISTING
16.REFER TO LANDSCAPE PLANS FOR CONCRETE SCORING/JOINTING
PATTERNS. CONCRETE JOINT PATTERNS, NOT SPECIFIED IN THE LANDSCAPE
AND SITE PLANS, SHALL BE PROVIDED AND ALL CONCRETE JOINTS CAULKED
AND SEALED, PER CDOT M&S STANDARD DETAIL M-412-1.
SHEET No:
PR
O
J
E
C
T
/
L
O
C
A
T
I
O
N
:
DR
A
W
I
N
G
:
OF
CHECKED BY:
DESIGNED BY:
DRAWN BY:
DE
S
C
R
I
P
T
I
O
N
O
F
R
E
V
I
S
I
O
N
:
DA
T
E
:
RE
V
I
S
E
D
B
Y
:
AP
P
R
O
V
E
D
B
Y
:
RE
V
.
#
1 2 3 4 5 6 7
PRE
L
I
M
I
N
A
R
Y
NOT
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
project no:
date:
BL
O
O
M
F
I
L
I
N
G
T
H
R
E
E
FO
R
T
C
O
L
L
I
N
S
,
C
O
L
O
R
A
D
O
GR
A
D
I
N
G
P
L
A
N
(
S
O
U
T
H
)
C-012
12 20
AUGUST 2, 2023
801-004
JRG
JRG
JRG
ASPEN
0'
SCALE: 1" = 30'
30'60'
1
2
3
4
5
6
7
8
9
10
11
14
15
16
KEY NOTE LEGEND .
PROPOSED DRAINAGE SWALE
PROPOSED RAIN GARDEN
PROPOSED 2' WIDE CURB CUT
PROPOSED STORM SEWER (SIZED IN FINAL DESIGN)
PROPOSED NYLOPLAST DRAIN BASIN
PROPOSED TYPE C INLET
INSTALL NORTH AMERICAN GREEN C350 EROSION CONTROL FABRIC
PROPOSED 2' CONCRETE TRICKLE PAN
PROPOSED 2' WIDE CURB CUT (w/ CONC CHASE, AS APPLICABLE)
PROPOSED TYPE R INLET
PROPOSED 2' METAL SIDEWALK CULVERT
PROPOSED 4' WIDE CURB CUT WITH CONC CHASE
PROPOSED MSE WALL
2' x 8" TALL BLOCK OUT IN WALL FOR DRAINAGE
12
13
PROPOSED CONCRETE FOREBAY
PROPOSED 3' CURB CUT W/ CONC CHASE & 3' SIDEWALK CULVERT (AS APPL.)
17 PROPOSED 4' CURB CUT W/ METAL SIDEWALK CULVERT
18 PROPOSED 3' CONCRETE CHASE W/ METAL SIDEWALK CULVERT
19 PROPOSED CDOT TYPE D INLET
20 PROPOSED AREA INLET W/ MH BASE
21 PROPOSED 7' CURB CUT W/ TRANSITION TO 3' CONCRETE CHANNEL
FOR THE MARKING OF UNDERGROUND
BEFORE YOU DIG, GRADE, OR EXCAVATE
CALL 2 BUSINESS DAYS IN ADVANCE
CENTER OF COLORADO
CALL UTILITY NOTIFICATION
1-800-922-1987
MEMBER UTILITIES.
22 PROPOSED DRY STACK BOULDER WALL
23 PROPOSED DRAINAGE EASEMENT
4
1
42
39
3
5
3
6
3
7
38
39
40
40
40
40
3
7
3
8
3
8
39
39
39
39
41
41
42
42
40
40
39
40
39
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40
40
40
41
40
4
0
41
41
42
42
4
1
41
42
40
40 39
3
9
4
1
4
1
41 41
40
37
3
8
39
39
40
37
38
39
41
38
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39
3
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38
3
8
39
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5
40
34
3
4
36
36
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7
38
38
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39
3
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38
39
41
41
40
4
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41
41
4
1
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40
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35
34
36
37
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4
0
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4
1
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40
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41
40
40
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42
41
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4
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41
42
43
44
42
42
42
43
43
44
44
42
42
42
41
4
2
41
4
1
4
2
43
45 45
42
43
43
44 44
42
43
44
44
44
4
4
44
45
4242
4243
4
3
43
43
44
46
45
45
43
44
46
4
6
46
46
45
46
46
46
4
3
45
45 45
45
43
4
4
46
46
46
46
47
47
47 4
6
43
43
43
41
42
44 44
45
44
46 47
45
44
46
47
47
47
42
41
41
41
42
43
40
41
41
41
4
1
42
42
43
43
4
1
41
41
41
41
4
1
44
44
42
42
42
42
41
46
40
40
37
37
38
38
39
39
41
42
43
44
45
35
32
33
34
3
6
30
35
29
31
32
33
34
36
30
29
31
36
36
40
44
37
38
39
41
42
43
45
40
36 37 38 39
373839
38
35
40
38
3
7
37
38
39
40
41
42
43
36
44
46
44 45 46
46
45
45
46
37
47
CO
CO
CO
CO
CO
CO
CO
CO
UP UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP UP
UP
UP
21
0.43 0.72
2
0.85 0.77
3
3
0.41 0.80
11
11
0.77 0.76
12
12
0.52 0.76
6
6
0.93 0.73
4
4
1.02 0.89
8
7
0.55 0.44
9
16
17
17
0.39 0.76
5
0.38 0.59
10
10
0.72 0.75
18
18
0.70 0.84 19
19
0.37 0.84
20
20
0.55 0.83
21
21
0.67 0.84
22
22
0.47 0.88
23
23
1.39 0.39
24
24
0.20 0.51
25
25
0.34 0.66
26
26
0.13 0.61
28
28
0.19 0.66
27
27
0.24 0.61
29
29
0.18 0.58
30
30
0.03 0.67
31
31
0.21 0.58
32
32
0.11 0.87
33
33
0.29 0.57
34 34
0.40 0.61
35
35
0.17 0.55
36
36
0.16 0.54
37
37
0.11 0.30
38
38
0.18 0.48
39
39
0.29 0.63
40
40
0.16 0.61
EX PROPERTY
BOUNDARY/ ROW
EX PROPERTY
BOUNDARY/ ROW
EX PROPERTY
BOUNDARY/ ROW
EX PROPERTY
BOUNDARY/ ROW
EX PROPERTY
BOUNDARY/ ROW
E.H.BARKER ET.AL.
(PARCEL NO. 8708400002)
BUILDING 1
BUILDING 2
BUILDING 3
BUILDING 4
BUILDING 5
BUILDING 6
BUILDING 7BUILDING 8
POOL
BUILDING 9
COMMUNITY
BUILDING
BUILDING 10
BUILDING 11
BUILDING 12
BUILDING 13
BUILDING 14
BUILDING 15
PRIVATE DRIVE
BARK PARK
PROPOSED
RAIN
GARDEN
BODE BOULEVARD
ANGELA AVENUE
INTERNATIONAL BLVD.
DONELLA DRIVE
AR
I
A
W
A
Y
AR
I
A
W
A
Y
DE
L
O
Z
I
E
R
R
D
.
DE
L
O
Z
I
E
R
R
D
.
EX PROPERTY
BOUNDARY/ ROW
EXISTING REGIONAL POND G
(BY OTHERS)
EXISTING REGIONAL POND E
(BY OTHERS)(TO THE NORTH OF THIS MAP)
1
5
8
0.20 0.60
7
13
0.50 0.81
13
14
0.21 0.47
14
15
0.54 0.83
15
EXISTING REGIONAL POND G1
(BY OTHERS)(TO THE SOUTH OF THIS MAP)
16
0.17 0.59
9
0.24 0.34
SHEET No:
PR
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:
DR
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:
OF
CHECKED BY:
DESIGNED BY:
DRAWN BY:
DE
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O
F
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V
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:
DA
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:
RE
V
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S
E
D
B
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:
AP
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:
RE
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#
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project no:
date:
BL
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F
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FO
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C-013
13 20
AUGUST 2, 2023
801-004
JRG
JRG
JRG
ASPEN
0'
SCALE: 1" = 60'
60'120'
LEGEND
EXISTING CONTOURS
NEW INTERMEDIATE CONTOURS39
40 NEW INDEX CONTOURS
PROPOSED FLOWLINE
EX RIGHT-OF-WAY/ PROPERTY BOUNDARY
PROPOSED DRAINAGE BASIN
BOUNDARY LINE
PROPOSED STORM PIPE
EXISTING STORM PIPE & MANHOLE
RD
PROPOSED ROOF DRAIN AND STORM PIPE
1.PROPOSED ELEVATIONS SHOWN ARE RELATIVE TO A DATUM OF 4900 FEET, AND ARE BASED ON THE
BENCHMARKS DESCRIBED ON SHEET C-001.
2.THE DRAINAGE BASINS SHOWN ON THIS EXHIBIT WILL BE ULTIMATELY CONVEYED TO OFFSITE REGIONAL
DETENTION PONDS, LOCATED NORTHEAST AND SOUTH OF THE BLOOM SITE, AND WITHIN THE MASTERPLAN
DEVELOPMENT AREA. THE MASTERPLAN PONDS WILL PROVIDE WATER QUALITY AND DETENTION FOR THE
DEVELOPED CONDITION OF THE BLOOM SITE. THE MAJORITY OF THE DEVELOPED SITE RUNOFF FROM THE
ATTRIBUTING BASINS IS CONVEYED TO THE PROPOSED RAIN GARDEN, LOCATED NEAR THE SOUTHERN
PROPERTY BOUNDARY, WHILE THE REMAINING SITE AREA RUNOFF IS CONVEYED TO STORM SYSTEMS, WHICH
CONVEY RUNOFF DIRECTLY TO THE OFFSITE REGIONAL PONDS.
3.DRAINAGE DESIGN FOR THE PROPOSED SITE IS IN ACCORDANCE WITH THE MATERPLAN DEVELOPMENT, BY
OTHERS.
4.PLEASE REFER TO THE RATIONAL METHOD CALCULATIONS FOR PRELIMINARY BASIN FLOW CALCULATIONS.
ROUTED FLOWS WILL BE PROVIDED IN FINAL DESIGN.
5.12" OF CDOT CLASS 'A' BEDDING MATERIAL SHALL BE PLACED UNDER ALL RIPRAP SHOWN.
6.ROOF DRAINS FROM THE PROPOSED BUILDINGS ARE ANTICIPATED TO DISCHARGE OVERLAND TO NEARBY
SWALES, INLETS, OR CURB AND GUTTER.
7.RUNOFF FROM THE SITE WILL DRAIN TO LOW POINTS AND PASS THROUGH CURB CUTS, SIDEWALK CHASES,
SWALES, AND STORM SEWER PIPES, WHICH ULTIMATELY DISCHARGE TO THE PROPOSED ONSITE RAIN
GARDEN, AND OFFSITE REGIONAL DETENTION PONDS. PERMANENT GEOTEXTILE FABRIC AND GRASS LINED
DRAINAGE CHANNELS WILL ENHANCE EROSION CONTROL WITHIN THE SITE LIMITS. SITE BMP'S WILL BE
IMPLEMENTED TO REDUCE SEDIMENT TRANSPORT OFFSITE, AND WILL BE SHOWN IN THE FINAL EROSION
CONTROL PLAN/EXHIBIT.
8.ALL PROPOSED STORM DRAINAGE PIPES AND STRUCTURES (OUTSIDE OF PLATTED ROW) WILL BE PRIVATELY
OWNED AND MAINTAINED BY THE OWNER. ALL EXISTING STORM SEWER WITHIN PUBLIC ROW, WILL BE OWNED
AND MAINTAINED BY THE CITY OF FORT COLLINS.
NOTES:
PROPOSED DRAINAGE BASIN SUMMARY TABLE:
PROPOSED DRAINAGE BASIN ID
ACRES / 'C' VALUE
PROPOSED DRAINAGE DESIGN POINT
DRAINAGE FLOW DIRECTION
DRAINAGE SWALE
0.720.43
1
PROPOSED LID SUMMARY TABLE:
CO
CO
CO
CO
T
T
T T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
CO
CO
CO
CO
T
T
T T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
POOL
UP UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP UP
UP
UP
LOT 3/ PHASE 1
LOT 4/ PHASE 2
BUILDING 1
BUILDING 2
BUILDING 3
BUILDING 4
BUILDING 5
BUILDING 6
BUILDING 7
BUILDING 8
POOL
BUILDING 9
COMMUNITY
BUILDING
BUILDING 10
BUILDING 11
BUILDING 12
BUILDING 13
BUILDING 14
BUILDING 15
INTERNATIONAL BLVD.
PLAYGROUND
TOT
LOT
BARK PARK
INTERNATIONAL BLVD
DONELLA DRIVE
AR
I
A
W
A
Y
AR
I
A
W
A
Y
PROP EMERGENCY
ACCESS EASEMENT
(WIDTH OF DRIVE AISLE,
TYP.)
PROP EMERGENCY ACCESS
EASEMENT (WIDTH OF DRIVE
AISLE, TYP.)
EX PROPERTY
BOUNDARY/ROW
EX PROPERTY
BOUNDARY/ ROW
EX PROPERTY
BOUNDARY/ROW
EX 9' UTILITY
EASEMENT
EX 15' UTILITY
EASEMENT
EX 9' UTILITY
EASEMENT
EX 9' UTILITY
EASEMENT
EX 9' UTILITY
EASEMENT
EX 9' UTILITY
EASEMENT
WHITHAM FARMS, LLC
(PARCEL NO. 8709000039)
E.
H
.
BA
R
K
E
R
E
T
.
A
L
.
(P
A
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C
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L
N
O
.
8
7
0
8
4
0
0
0
0
2
)
WHITHAM FARMS, LLC
(PARCEL NO. 8709000004)
20' ELCO EASEMENT
(BOOK 1740 PAGE 881 (#11)
EXCLUSIVE WATERLINE EASEMENT
RECEPTION NO. 200700800409 (#14)
20' ANHEUSER-BUSCH
EASEMENT
RECEPTION NO.
85033771 (#12)
EXIST OVERHEAD
ELECTRIC
EXIST OVERHEAD ELECTRIC
EX 16" WATERLINE
EX 12" PVC SANITARY SEWEREX 8" PVC WATERLINEEX STORM SEWER
EX FIRE
HYDRANT
BODE BOULEVARD
POINT OF CONNECTION
PROP 8" PVC WATER
EX PROPERTY
BOUNDARY/ ROW
EX PROPERTY
BOUNDARY/ ROW
ANGELA AVENUE
EX 4' ACCESS
EASEMENT
EX 4' ACCESS
EASEMENT
EX 4' ACCESS
EASEMENT
EX 9' UTILITY
EASEMENT
EX 9' UTILITY
EASEMENT
EX PROPERTY
BOUNDARY/ROW
EX PROPERTY
BOUNDARY/ROW
EX PROPERTY
BOUNDARY/ROW
EX 9' UTILITY
EASEMENT
POINT OF CONNECTION
PROP 8" PVC WATER
POINT OF CONNECTION
PROP 8" PVC SAN SWR
EX 9' UTILITY
EASEMENT
EX 8" PVC WATERLINE
EX 12" PVC SANITARY SEWER
EX FIRE
HYDRANT
EX STORM SEWER
PROP SAN SWR
MH (TYP)
PROP SAN SWR
MH (TYP)
PROP SAN SWR
MH (TYP)
PROP STORM
MH (TYP)
PROP STORM
MH (TYP)
PROP STORM
MH (TYP)
PROP 10'
TYPE R INLET
PROP 10'
TYPE R INLET
PROP 10'
TYPE R INLET
PROP 10'
TYPE R INLET
PROP CDOT
TYPE D INLET
PROP 6"
PERFORATED
PVC PIPE
PROP 6" SOLID
PVC PIPE
PROP 6"
CLEAN-OUT
5
5
5
5
EX FIRE
HYDRANT
EX FIRE
HYDRANT
EX FIRE
HYDRANT
5
5
12
12
1 2
1
2
1
1
2
1 2
12
1
1
2
12
12
12
12
4
3
3
4
3
4
3
4
3
4
3
4
3
4
3
4
3
4
3
4
4
3
7
3
4
3
4
3
4
6
8
6
8
6
8
6
8
6
EX 8" PVC
WATERLINE
POINT OF CONNECTION
PROP 8" PVC WATER
6
6
6
6
6
PROP CDOT
TYPE C INLET
12
12 11
36
"
R
C
P
36"
R
C
P
42
"
R
C
P
15" RCP
15" RCP
12" HD
P
E
18"
H
D
P
E
18
"
H
D
P
E
24
"
R
C
P
18"
R
C
P
18" RCP
15
"
R
C
P
24
"
R
C
P
15" RCP
PROP CDOT
TYPE C INLET
30
"
R
C
P
2
3
6
"
R
C
P
30" RCP
30
"
R
C
P
PROP 6"
CLEAN-OUT
PROP 6"
CLEAN-OUT
PROP 10'
TYPE R
INLET
PROP 10'
TYPE R INLET
15
"
H
D
P
E
PROP UTILITY
EASEMENT
PROP UTILITY
EASEMENT
PROP UTILITY
EASEMENT
PROP UTILITY
EASEMENT
PROP UTILITY
EASEMENT
PROP UTILITY
EASEMENT
PROP UTILITY
EASEMENT
PROP UTILITY
EASEMENT
13
18" HDPE
PROP RAIN
GARDEN
EX 8" PVC
WATERLINE
EX 8" PVC
WATERLINE
EX 8" PVC
WATERLINE
DE
L
O
Z
I
E
R
R
O
A
D
EX FIRE
HYDRANT
EX FIRE
HYDRANT
EX FIRE
HYDRANT
14
14
14
14
14
14
14
14
14
12
1 2
2
2
6
8
6
18
"
H
D
P
E
18" R
C
P
18" RC
P
18
"
R
C
P
24
"
R
C
P
15" RCP
24
"
R
C
P
30
"
R
C
P
15" R
C
P
15" RCP
18" RCP
36
"
R
C
P
PROP 10'
TYPE R INLET
PROP SAN
SWR MH (TYP)
PROP STORM
MH (TYP)
EX STORM SEWER INLET
EX STORM
SEWER INLETS
12
PROP 10'
TYPE R INLET
9
9
9
LOT 3/ PHASE 1
LOT 4/ PHASE 2
PROP 10'
TYPE R INLET
PROP 10'
TYPE R INLET
24
"
R
C
P
3
4
6
EX FIRE
HYDRANT
EX FIRE
HYDRANT
EX SANITARY
SEWER
EX SANITARY
SEWER
EX SANITARY
SEWER
15
16
16
16
PROP DRAINAGE,
UTILITY, & ACCESS
EASEMENT
1515
PROP DRAINAGE, UTILITY,
& ACCESS EASEMENT
PROP DRAINAGE, UTILITY,
& ACCESS EASEMENT
PROP DRAINAGE, UTILITY,
& ACCESS EASEMENT
PROP DRAINAGE, UTILITY,
& ACCESS EASEMENT
PROP DRAINAGE, UTILITY,
& ACCESS EASEMENT
EX FIRE HYDRANT (TO BE
RELOCATED TO PARKWAY)
SHEET No:
PR
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C
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:
DR
A
W
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G
:
OF
CHECKED BY:
DESIGNED BY:
DRAWN BY:
DE
S
C
R
I
P
T
I
O
N
O
F
R
E
V
I
S
I
O
N
:
DA
T
E
:
RE
V
I
S
E
D
B
Y
:
AP
P
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:
RE
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#
1 2 3 4 5 6 7
PRE
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project no:
date:
BL
O
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F
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T
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C
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C-014
14 20
AUGUST 2, 2023
801-004
JRG
JRG
JRG
ASPEN
0'
SCALE: 1" = 60'
60'120'
FOR THE MARKING OF UNDERGROUND
BEFORE YOU DIG, GRADE, OR EXCAVATE
CALL 2 BUSINESS DAYS IN ADVANCE
CENTER OF COLORADO
CALL UTILITY NOTIFICATION
1-800-922-1987
MEMBER UTILITIES.
utility notes:
1.10' SEPARATION SHALL BE PROVIDED BETWEEN WATER, SANITARY SEWER, AND STORM SEWER
LINES.
2.ALL STORM SEWER PIPE SHALL BE CLASS III RCP OR HDPE ADS N-12, WITH WATER TIGHT JOINTS,
UNLESS NOTED OTHERWISE.
3.ALL SANITARY SEWER SERVICES SHALL BE SDR 35 PVC WITH ONE 6" PVC SERVICE FOR EACH
BUILDING.
4.ALL SANITARY SEWER CLEAN-OUTS SHALL BE TRAFFIC RATED.
5.FINAL SIZING OF ALL WATER METERS AND WATER AND SANITARY SEWER SERVICES SHALL BE
PROVIDED BY THE MEP.
6.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' OF COVER AND A MAXIMUM OF 6' OF COVER,
UNLESS OTHERWISE NOTED.
7.A KNOX BOX WILL BE REQUIRED TO BE MOUNTED ON THE FRONT OF BUILDINGS EQUIPPED WITH A
FIRE SPRINKLER SYSTEM OR FIRE ALARM SYSTEM PER POUDRE FIRE AUTHORITY. CONTRACTOR TO
COORDINATE LOCATION OF KNOX BOX WITH POUDRE FIRE AUTHORITY. EACH BUILDING SHALL ALSO
HAVE AN FDC (REMOTE FDC WHERE REQUIRED) AND SHALL BE MOUNTED PER P.F.A.
REQUIREMENTS. FDC LOCATIONS WILL BE SHOWN IN FINAL DESIGN.
8.HAZARDOUS MATERIALS: TOXIC, CORROSIVE, OR REACTIVE MATERIALS, OR
FLAMMABLE/COMBUSTIBLE LIQUIDS (AS DEFINED IN THE UNIFORM FIRE CODE) IF USED, STORED, OR
HANDLED ON SITE, MUST HAVE A HAZARDOUS MATERIALS IMPACT ANALYSIS (HMIA) COMPLETED
AND SUPPLIED TO THE PLANNING DEPARTMENT AND THE FIRE DEPARTMENT.
9.ALL FIRELINES AND WATER SERVICE LINES SHALL BE EXTENDED TO 5' OUTSIDE OF THE BUILDING.
SEE MEP/ARCH PLANS FOR INTERNAL CONNECTIONS TO BUILDINGS.
10. ALL FIRE HYDRANT CONNECTIONS/ ASSEMBLIES SHALL HAVE AN 8"x 6" SWIVEL TEE W/ 6" GATE
VALVE & THRUST BLOCK.
11. BACKWASH FLOW FROM THE PROPOSED SWIMMING POOL IS LIMITED TO 150 GPM.
12. REDUCED BACKFLOW PREVENTION DEVISES SHALL BE INSTALLED ON ALL FIRE SERVICES LINES
AND DOMESTIC WATER LINES INSIDE THE BUILDING. REFER TO BUILDING AND PLUMBING PLANS
FOR BACKFLOW DEVISES AND DETAILS.
13.PLEASE REFER TO THE PLAT FOR DETAILS ON UTILITY EASEMENTS, EMERGENCY ACCESS
EASEMENTS, AND PLATTING FOR THE SITE.
14.STORM SEWER PIPE SIZING SHOWN ON THIS SHEET IS PRELIMINARY. FINAL PIPE SIZING FOR ALL
STORM SEWER WILL BE DETERMINED IN FINAL DESIGN.
15.REFER TO WATER-SOLUBLE SULFATE TEST RESULT BY THE GEOTECHNICAL ENGINEERING REPORT
FOR RECOMMENDATIONS FOR PROJECT CONCRETE AND UNDERGROUND CONCRETE PIPE.
16. FINAL LAYOUT/DESIGN FOR ELECTRIC AND GAS SERVICES, METERS, AND TRANSFORMERS WILL BE
COORDINATED WITH THE ARCHITECT, CITY FC LIGHT & POWER, AND XCEL DURING FINAL DESIGN, AS
THE FINAL BUILDING DESIGN AND UTILITY SERVICE STUB LOCATIONS ARE PROVIDED AND
DETERMINED. THIS PRELIMINARY PLAN ANTICIPATES ELECTRIC AND GAS SERVICES TO ALL
PERIMETER BUILDINGS WILL BE FED BY THE ELECTRIC AND GAS MAINS INSTALLED WITH THE
ADJACENT PUBLIC ROADWAY INFRASTRUCTURE IMPROVEMENTS (BY OTHERS). THE INTERNAL
BUILDINGS AND CLUBHOUSE ARE ANTICIPATED TO BE FED BY THE PROPOSED ELECTRIC AND GAS
LINES SHOWN IN THIS PLAN.
17.THE CONTRACTOR SHALL VERIFY ALL EXISTING UNDERGROUND UTILITIES, PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL IMMEDIATELY CONTACT THE CIVIL ENGINEER IF ANY UTILITY
CONFLICTS ARE ENCOUNTERED PRIOR TO OR DURING CONSTRUCTION.
18.THE LIMITS OF DISTURBANCE IS THE EXISTING PROPERTY BOUNDARY/ ROW LINE, WHICH IS SHOWN
AND CALLED OUT IN THIS PLAN. ALL ONSITE UTILITIES WILL TIE-IN TO THE EXISTING UTILITY STUBS
FROM THE MASTER INFRASTRUCTURE PROJECT (BY OTHERS).
PROPOSED 8" PVC SANITARY SEWER W/ MANHOLE
PROPOSED FIRE HYDRANT ASSEMBLY
PROPOSED PHASE LINE
PROPOSED STORM SEWER W/ MANHOLE
PROPOSED TYPE R STORM INLET
PROPOSED 8" PVC WATER
LEGEND
PROPOSED WATER VALVE
PROPOSED THRUST BLOCK OR RESTRAINED JOINT (SEE WATER PLANS)
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING POWER POLE
EXISTING GUY WIRE
EXISTING WATER METER
EXISTING WATER MANHOLE
EXISTING SANITARY SEWER MANHOLE
EXISTING LIGHT POLE
EXISTING FIBER OPTIC LINE
EXISTING GAS LINE
EXISTING WATER LINE
EXISTING OVERHEAD POWER LINE
EXISTING SANITARY SEWER LINE
EXISTING STORM SEWER LINE
EXISTING UNDERGROUND POWER LINE
EXISTING UNDERGROUND TELEPHONE LINE
KEY NOTE LEGEND .
PROPOSED 6" PVC SSWR SRVC
PROPOSED 2" PVC WATER METER SRVC W/ METER PIT & 2" CURB STOP
PROPOSED FIRE HYDRANT (6" DIP WATER LINE)
PROPOSED 4" PVC FIRE SERVICE LINE
1
3
4
5
PROPOSED 8" PVC WATERLINE6
PROPOSED 6" PVC SSWR SRVC CLEANOUT2
7 PROPOSED 1 12" WATER METER SRVC W/ METER PIT
8 PROPOSED 8" PVC SANITARY SEWER
9 PROPOSED AREA INLET W/ MH BASE
10 PROPOSED 12" DRAIN BASIN
11 PROPOSED 15" DRAIN BASIN
12 PROPOSED 18" DRAIN BASIN
13 PROPOSED 30" DRAIN BASIN
14 PROPOSED LIMITS OF DEVELOPMENT
15 EXISTING 8" PVC WATERLINE CONNECTION/STUB
16 PROPOSED DRAINAGE EASEMENT
W
SS
2
'
'
W
T
T
T
T
T
T
T
T
T
T
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T
T
2
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'
W
T
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T
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T
T
T
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T
T
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POOL
UP UP
UP
UP
UP
UP
UP
UP
UP
UP
LOT 3/ PHASE 1
LOT 4/ PHASE 2
BUILDING 7
BUILDING 8
POOL
BUILDING 9
BUILDING 10
BUILDING 11
BUILDING 12
BUILDING 13
BUILDING 14
BUILDING 15
INTERNATIONAL BLVD.
AR
I
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W
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PLAYGROUND
TOT
LOT
EX PROPERTY
BOUNDARY/ ROW
EX PROPERTY
BOUNDARY/ROW
EX PROPERTY
BOUNDARY/ROW
EX 9' UTILITY
EASEMENT
EX 15' UTILITY
EASEMENT
EX 9' UTILITY
EASEMENT
EX 9' UTILITY
EASEMENT
WHITHAM FARMS, LLC
(PARCEL NO. 8709000039)
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WHITHAM FARMS, LLC
(PARCEL NO. 8709000004)
20' ELCO EASEMENT
(BOOK 1740 PAGE 881
(#11)
EX FIRE HYDRANT
EX PROPERTY
BOUNDARY/ ROW
EX 4' ACCESS
EASEMENT
EX 9' UTILITY
EASEMENT
EX 4' ACCESS
EASEMENT
ANGELA AVENUE
PROP EMERGENCY ACCESS
EASEMENT (WIDTH OF DRIVE
AISLE, TYP.)
PROP EMERGENCY
ACCESS EASEMENT
(WIDTH OF DRIVE
AISLE, TYP.)
PROP EMERGENCY
ACCESS EASEMENT
(WIDTH OF DRIVE
AISLE, TYP.)
PROP UTIL
ESMT
PROP UTIL
ESMT
PROP UTIL ESMT
PROP UTIL
ESMT
PROP EMERGENCY ACCESS
EASEMENT (WIDTH OF DRIVE
AISLE, TYP.)
PROP EMERGENCY ACCESS
EASEMENT (WIDTH OF DRIVE
AISLE, TYP.)
PROP UTIL ESMT
PROP UTIL
ESMT
PROP UTIL
ESMT
WATERLINE A
WATERLINE A
WATERLINE A
WATERLINE A
MATCH LINE
SEE SHEET C-016
WATERLINE B
EX 8" WATER LINE
EX 8" WATER LINE
EX 8" WATER LINE
EX 8" WATER LINE
EX 16" WATER LINE
DE
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I
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R
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O
A
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EX FIRE HYDRANT
EX FIRE HYDRANT
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
STA 17+05.43, 0.00'
PROP 8"x 8"x 4" SWIVEL TEE
W/ 4" GV (E), & RJ
N 1457482.41
E 3134647.46
STA 17+10.43, 38.72' RT
PROP 2" WATER METER
N 1457487.42
E 3134686.17
21
2
.
9
0
L
F
8
"
P
V
C
STA 28+27.79, 0.00'
8"x 8"x 4" SWIVEL TEE
W/ 4" GV (W), & RJ
N 1457482.88
E 3134328.80
1
2
2
2
1
STA 20+59.27, 0.00'
PROP 8"x 8"x 4" SWIVEL TEE
W/ 4" GV (E), & RJ
N 1457836.25
E 3134647.37
STA 20+64.27, 0.00'
PROP 8"x 8"x 4" SWIVEL TEE
W/ 4" GV (E), & RJ
N 1457841.25
E 3134647.37
STA 21+68.92, 0.00'
PROP 8"x 8"x 4" SWIVEL TEE
W/ 4" GV (N), & RJ
N 1457884.51
E 3134585.98
STA 23+72.62, 0.00'
PROP 8"x 8"x 4" SWIVEL TEE
W/ 4" GV (N), & RJ
N 1457884.46
E 3134382.28
STA 24+68.63, 0.00'
PROP 8"x 8"x 4" SWIVEL TEE
W/ 4" GV (W), & RJ
N 1457842.03
E 3134328.70
STA 29+23.63, 0.01' RT
PROP 8"x 8"x 4" SWIVEL TEE
W/ 4" GV (E), & RJ
N 1457387.03
E 3134328.82
STA 18+50.31, 0.00' RT
WATERLINE A
PROP 8" CROSS, 8" x 4" REDUCER (W), & 4" GV (W)
N 1457627.28
E 3134647.42
8.50 LF 6" PVC FIRE LINE
STA 18+82.19, 8.50' RT
PROP FIRE HYDRANT
N 1457659.17
E 3134655.91
STA 18+82.19, 0.00' LT
PROP 8"x 8"x 6" SWIVEL TEE
W/ 6" GV (E), & RJ
N 1457659.17
E 3134647.41
STA 10+00.00, 0.00' RT
WATERLINE B
PROP 8" CROSS,
8" x 4" REDUCER (W),
& 4" GV (W)
N 1457627.28
E 3134647.42
STA 11+11.85, 0.00'
PROP 8" PVC WATERLINE
POINT OF CONNECTION
N 1457627.39
E 3134759.27
STA 18+94.10, 26.98' LT
PROP 2" WATER METER
N 1457671.07
E 3134620.43
STA 20+54.27, 32.42' RT
PROP 2" WATER METER
N 1457831.26
E 3134679.79
STA 20+49.27, 32.42' RT
PROP 2" WATER METER
N 1457826.26
E 3134679.80
STA 21+07.55, 0.00'
PROP 8" 90° BEND W/ RJ
N 1457884.53
E 3134647.36
STA 24+26.22, 0.00'
PROP 8" 90° BEND W/ RJ
N 1457884.45
E 3134328.69
STA 21+73.92, 47.54' RT
PROP 2" WATER METER
N 1457932.05
E 3134580.97
STA 23+77.62, 47.54' RT
PROP 2" WATER METER
N 1457932.00
E 3134377.27
STA 24+73.63, 47.00' RT
PROP 2" WATER METER
N 1457837.02
E 3134281.70
STA 23+00.07, 23.54' RT
PROP FIRE HYDRANT
N 1457908.02
E 3134454.83
27.53 LF 6" PVC FIRE LINE
STA 23+00, 0.00'
PROP 8"x 8"x 6" SWIVEL TEE
W/ 6" GV (N), & RJ
N 1457884.48
E 3134454.90
STA 26+51.58, 8.50' LT
PROP FIRE HYDRANT
N 1457659.09
E 3134337.25
8.50 LF 6" PVC FIRE LINESTA 26+51.58, 0.00'
PROP 8"x 8"x 6" SWIVEL TEE
W/ 6" GV (E), & RJ
N 1457659.08
E 3134328.75
2
1
2
1
1
2
1
2
2
1
STA 28+32.78, 47.01' RT
PROP 2" WATER METER
N 1457477.87
E 3134281.79
31.88 LF 8" PVC
17
7
.
0
8
L
F
8
"
P
V
C
5.00 LF 8" PVC
43
.
2
8
L
F
8
"
P
V
C
61.37 LF 8" PVC131.15 LF 8" PVC72.55 LF 8" PVC53.59 LF 8" PVC
42
.
4
1
L
F
8
"
P
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C
18
2
.
9
5
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"
P
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C
17
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.
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L
F
8
"
P
V
C
95
.
8
4
L
F
8
"
P
V
C
111.85 LF 8" PVC
PROP DRAINAGE, UTILITY,
& ACCESS ESMT
3
WATERLINE B
EX FIRE HYDRANT
(TO BE RELOCATED
TO PARKWAY)
PROP DRAINAGE, UTILITY,
& ACCESS ESMT
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C-015
15 20
AUGUST 2, 2023
801-004
JRG
JRG
JRG
ASPEN
0'
SCALE: 1" = 30'
30'60'
FOR THE MARKING OF UNDERGROUND
BEFORE YOU DIG, GRADE, OR EXCAVATE
CALL 2 BUSINESS DAYS IN ADVANCE
CENTER OF COLORADO
CALL UTILITY NOTIFICATION
1-800-922-1987
MEMBER UTILITIES.
utility notes:
1.10' SEPARATION SHALL BE PROVIDED BETWEEN WATER, SANITARY SEWER, AND
STORM SEWER LINES.
2.ALL STORM SEWER PIPE SHALL BE CLASS III RCP OR HDPE ADS N-12, WITH
WATER TIGHT JOINTS, UNLESS NOTED OTHERWISE.
3.ALL SANITARY SEWER SERVICES SHALL BE SDR 35 PVC WITH ONE 6" PVC
SERVICE FOR EACH BUILDING.
4.ALL SANITARY SEWER CLEAN-OUTS SHALL BE TRAFFIC RATED.
5.FINAL SIZING OF ALL WATER METERS AND WATER AND SANITARY SEWER
SERVICES SHALL BE PROVIDED BY THE MEP.
6.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' OF COVER AND A MAXIMUM OF
6' OF COVER, UNLESS OTHERWISE NOTED.
7.A KNOX BOX WILL BE REQUIRED TO BE MOUNTED ON THE FRONT OF BUILDINGS
EQUIPPED WITH A FIRE SPRINKLER SYSTEM OR FIRE ALARM SYSTEM PER
POUDRE FIRE AUTHORITY. CONTRACTOR TO COORDINATE LOCATION OF KNOX
BOX WITH POUDRE FIRE AUTHORITY. EACH BUILDING SHALL ALSO HAVE AN FDC
(REMOTE FDC WHERE REQUIRED) AND SHALL BE MOUNTED PER P.F.A.
REQUIREMENTS. FDC LOCATIONS WILL BE PROVIDED IN FINAL DESIGN.
8.HAZARDOUS MATERIALS: TOXIC, CORROSIVE, OR REACTIVE MATERIALS, OR
FLAMMABLE/COMBUSTIBLE LIQUIDS (AS DEFINED IN THE UNIFORM FIRE CODE) IF
USED, STORED, OR HANDLED ON SITE, MUST HAVE A HAZARDOUS MATERIALS
IMPACT ANALYSIS (HMIA) COMPLETED AND SUPPLIED TO THE PLANNING
DEPARTMENT AND THE FIRE DEPARTMENT.
9.ALL FIRELINES AND WATER SERVICE LINES SHALL BE EXTENDED TO 5' OUTSIDE
OF THE BUILDING. SEE MEP/ARCH PLANS FOR INTERNAL CONNECTIONS TO
BUILDINGS.
10. ALL FIRE HYDRANT CONNECTIONS/ ASSEMBLIES SHALL HAVE AN 8"x 6" SWIVEL
TEE W/ 6" GATE VALVE & THRUST BLOCK.
11. BACKWASH FLOW FROM THE PROPOSED SWIMMING POOL IS LIMITED TO 150
GPM.
12. REDUCED BACKFLOW PREVENTION DEVISES SHALL BE INSTALLED ON ALL FIRE
SERVICES LINES AND DOMESTIC WATER LINES INSIDE THE BUILDING. REFER TO
BUILDING AND PLUMBING PLANS FOR BACKFLOW DEVISES AND DETAILS.
13.PLEASE REFER TO THE PLAT FOR DETAILS ON UTILITY EASEMENTS, EMERGENCY
ACCESS EASEMENTS, AND PLATTING FOR THE SITE.
14.STORM SEWER PIPE SIZING SHOWN ON THIS SHEET IS PRELIMINARY. FINAL PIPE
SIZING FOR ALL STORM SEWER WILL BE DETERMINED IN FINAL DESIGN.
15.REFER TO WATER-SOLUBLE SULFATE TEST RESULT BY THE GEOTECHNICAL
ENGINEERING REPORT FOR RECOMMENDATIONS FOR PROJECT CONCRETE AND
UNDERGROUND CONCRETE PIPE.
16. FINAL LAYOUT/DESIGN FOR ELECTRIC AND GAS SERVICES, METERS, AND
TRANSFORMERS WILL BE COORDINATED WITH THE ARCHITECT, CITY FC LIGHT &
POWER, AND XCEL DURING FINAL DESIGN, AS THE FINAL BUILDING DESIGN AND
UTILITY SERVICE STUB LOCATIONS ARE PROVIDED AND DETERMINED.
KEY NOTE LEGEND .
PROPOSED 2" PVC WATER SERVICE LINE (ASTM D2241 (IPS) SDR17)
PROPOSED 4" PVC FIRE SERVICE LINE
1
2
PROPOSED 8" PVC SANITARY SEWER W/ MANHOLE
PROPOSED FIRE HYDRANT ASSEMBLY
PROPOSED PHASE LINE
PROPOSED STORM SEWER W/ MANHOLE
PROPOSED TYPE R STORM INLET
PROPOSED 8" PVC WATER
LEGEND
PROPOSED WATER VALVE
PROPOSED THRUST BLOCK OR RESTRAINED JOINT (RJ)
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING POWER POLE
EXISTING GUY WIRE
EXISTING WATER METER
EXISTING WATER MANHOLE
EXISTING SANITARY SEWER MANHOLE
EXISTING LIGHT POLE
EXISTING FIBER OPTIC LINE
EXISTING GAS LINE
EXISTING WATER LINE
EXISTING OVERHEAD POWER LINE
EXISTING SANITARY SEWER LINE
EXISTING STORM SEWER LINE
EXISTING UNDERGROUND POWER LINE
EXISTING UNDERGROUND TELEPHONE LINE
3 EX 8" PVC WATERLINE CONNECTION/STUB
W
SS
PROPOSED 1.5" PVC WATER SERVICE LINE (ASTM D2241 (IPS) SDR17)4
CO
CO
CO
2'
'
W
CO
2'' W
T
T
T T
T
T
T
T
T
T
T
T
T
T
T
T
POOL
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP UP
CO
CO
CO
2'
'
W
CO
2'' W
T
T
T T
T
T
T
T
T
T
T
T
T
T
T
T
BUILDING 1
BUILDING 2
BUILDING 3
BUILDING 4
BUILDING 5
BUILDING 6
BUILDING 7
POOL
BUILDING 9
COMMUNITY
BUILDING
BODE BOULEVARD
AR
I
A
W
A
Y
PROPOSED
RAIN
GARDEN
EX PROPERTY
BOUNDARY/ ROW
EX 9' UTILITY
EASEMENT
PROP 9' UTILITY
EASEMENT
E.
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MATCH LINE
SEE SHEET C-015
EX PROPERTY
BOUNDARY/ ROW
EX PROPERTY
BOUNDARY/ ROW
EX 9' UTILITY
EASEMENT
EX 9' UTILITY
EASEMENT
EX 9' UTILITY
EASEMENT
PAVE ACCESS DRIVE IN
PORTLAND CONCRETE TO ROW PAVE ACCESS DRIVE IN
PORTLAND CONCRETE TO ROW
PAVE ACCESS DRIVE IN
PORTLAND CONCRETE
TO ROW
EX FIRE HYDRANT
PROP UTIL ESMT
BARK
PARK
EX 4' ACCESS
EASEMENT
EX PROPERTY
BOUNDARY/ ROW
EX 9' UTILITY
EASEMENT
EX PROPERTY
BOUNDARY/ ROW
EX 9' UTILITY
EASEMENT
EX 4' ACCESS
EASEMENT
WATERLINE A
WATERLINE A
WATERLINE A
WATERLINE A
WATERLINE A
WATERLINE A
WATERLINE C
EX FIRE HYDRANT
PROP UTILITY
EASEMENT
PROP UTILITY
EASEMENT
PROP UTILITY
EASEMENT
PROP UTILITY
EASEMENT
PROP UTILITY
EASEMENT
PROP EMERGENCY ACCESS
EASEMENT, TYP.
PROP UTILITY
EASEMENT
PROP EMERGENCY ACCESS
EASEMENT, TYP.
EX FIRE HYDRANT
EX FIRE HYDRANT
DE
L
O
Z
I
E
R
R
O
A
D
EX 8" WATER LINE
EX 8" WATER LINE
EX 8" WATER LINE
EX 8" WATER LINE
EX 8" WATER LINE
EX 8" WATER LINE
EX FIRE HYDRANT
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP EMERGENCY ACCESS
EASEMENT, TYP.
PROP EMERGENCY ACCESS
EASEMENT, TYP.
PROP EMERGENCY ACCESS
EASEMENT, TYP.
PROP EMERGENCY ACCESS
EASEMENT, TYP.
EX FIRE HYDRANT
PROP
DRAINAGE
EASEMENT
STA 10+00, 0.00' RT
WATERLINE C
PROP 8"x 8"x 8" TEE
W/ 8" GV'S (N&E), & RJ
N 1457269.43
E 3134328.85
STA 11+44.77, 0.00'
PROP 8"x 8"x 6" SWIVEL TEE
W/ 6" GV (N), & RJ
N 1457269.46
E 3134473.61
STA 13+18.67, 0.00'
WATERLINE C
PROP 8"x8"x 8" TEE
W/ 8" GV'S (N&S), & RJ
N 1457269.51
E 3134647.51
STA 12+67.69, 0.00'
PROP 8"x 8"x 4" SWIVEL TEE
W/ 4" GV (S), & RJ
N 1457269.50
E 3134596.53
STA 10+15, 0.00'
PROP 8"x 8"x 4" SWIVEL TEE
W/ 4" GV (W), & RJ
N 1456794.86
E 3134633.14
STA 10+00, 0.00'
PROP 8" PVC WATERLINE
POINT OF CONNECTION
N 1456779.86
E 3134633.14
STA 31+91.97, 0.00'
8"x 8"x 6" SWIVEL TEE
W/ 6" GV (W), & RJ
N 1457118.69
E 3134328.89
11
2
.
6
2
L
F
8
"
P
V
C
15
0
.
7
5
L
F
8
"
P
V
C
21
2
.
9
0
L
F
8
"
P
V
C
STA 12+28.43, 0.00'
PROP 8" 22.5° BEND W/ RJ
N 1457008.29
E 3134633.08
STA 13+58.75, 0.00'
PROP 8"x 8"x 6" SWIVEL TEE
W/ 6" GV (E), & RJ
N 1457135.73
E 3134647.55
STA 14+92.53, 0.00'
WATERLINE A
PROP 8"x 8"x 8" TEE
W/ 8" GV'S (N&S), & RJ
N 1457269.51
E 3134647.51
STA 30+41.24, 0.00'
WATERLINE A
PROP 8"x 8"x 8" TEE
W/ 8" GV'S (N&E), & RJ
N 1457269.42
E 3134328.86
STA 33+39.82, 0.00'
PROP 8"x 8"x 4" SWIVEL TEE
W/ 4" GV (W), & RJ
N 1456970.85
E 3134328.94
STA 35+30.88, 0.00'
PROP 8" PVC WATERLINE
POINT OF CONNECTION
N 1456779.78
E 3134328.99
STA 12+66.32, 0.00'
PROP 8" 22.5° BEND W/ RJ
N 1457043.30
E 3134647.57
STA 10+10, 32.03' LT
PROP 2" WATER METER
N 1456789.85
E 3134601.11
STA 33+45.61, 47.01' RT
PROP 2" WATER METER
N 1456965.04
E 3134281.93
STA 11+24.76, 40.91' LT
PROP 1.5" WATER METER
N 1457310.37
E 3134453.59
8.85 LF 6" PVC FIRE LINE
9.77 LF 6" PVC FIRE LINE
24.51 LF 6" PVC FIRE LINE STA 13+58.75, 9.77' RT
PROP FIRE HYDRANT
N 1457135.74
E 3134657.32
STA 31+91.97, 24.50' RT
PROP FIRE HYDRANT
N 1457118.68
E 3134304.39
STA 11+44.77, 8.85' LT
PROP FIRE HYDRANT
N 1457278.32
E 3134473.61
2
1
1
2
4
1
2
1
2
1
2
1
2
2
1
STA 12+14.99, 0.00'
PROP 8"x 8"x 4" SWIVEL TEE
W/ 4" GV (E), & RJ
N 1456994.85
E 3134633.08
STA 12+76.32, 0.00'
PROP 8"x 8"x 4" SWIVEL TEE
W/ 4" GV (E), & RJ
N 1457053.30
E 3134647.57
STA 29+23.63, 0.01' RT
PROP 8"x 8"x 4" SWIVEL TEE
W/ 4" GV (E), & RJ
N 1457387.03
E 3134328.82
STA 32+89.85, 0.00' RT
PROP 8"x 8"x 4" SWIVEL TEE
W/ 4" GV (W), & RJ
N 1457020.81
E 3134328.92
STA 12+01.40, 11.60' RT
PROP 2" WATER METER
N 1456981.26
E 3134644.69
STA 12+71.32, 33.84' RT
PROP 2" WATER METER
N 1457048.31
E 3134681.41
STA 12+72.67, 57.26' RT
PROP 2" WATER METER
N 1457212.24
E 3134601.53
E 3134281.79
STA 29+28.63, 27.84' LT
PROP 2" WATER METER
N 1457382.04
E 3134356.67
STA 32+75.98, 27.44' RT
PROP 2" WATER METER
N 1457034.68
E 3134301.47
19
9
.
9
9
L
F
8
"
P
V
C
37
.
8
9
L
F
8
"
P
V
C
82
.
4
3
L
F
8
"
P
V
C
13
3
.
7
8
L
F
8
"
P
V
C
21
2
.
9
0
L
F
8
"
P
V
C
95
.
8
4
L
F
8
"
P
V
C
97
.
8
8
L
F
8
"
P
V
C
49
.
9
6
L
F
8
"
P
V
C
19
1
.
0
7
L
F
8
"
P
V
C
10.00 LF 8" PVC
13.44 LF 8" PVC
15.00 LF 8" PVC
144.77 LF 8" PVC 122.92 LF 8" PVC 50.98 LF 8" PVC
3
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DESIGNED BY:
DRAWN BY:
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C-016
16 20
AUGUST 2, 2023
801-004
JRG
JRG
JRG
ASPEN
0'
SCALE: 1" = 30'
30'60'
FOR THE MARKING OF UNDERGROUND
BEFORE YOU DIG, GRADE, OR EXCAVATE
CALL 2 BUSINESS DAYS IN ADVANCE
CENTER OF COLORADO
CALL UTILITY NOTIFICATION
1-800-922-1987
MEMBER UTILITIES.
PROPOSED 8" PVC SANITARY SEWER W/ MANHOLE
PROPOSED FIRE HYDRANT ASSEMBLY
PROPOSED STORM SEWER W/ MANHOLE
PROPOSED TYPE R STORM INLET
PROPOSED 8" PVC WATER
LEGEND
PROPOSED WATER VALVE
PROPOSED THRUST BLOCK OR RESTRAINED JOINT (RJ)
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING POWER POLE
EXISTING GUY WIRE
EXISTING WATER METER
EXISTING WATER MANHOLE
EXISTING SANITARY SEWER MANHOLE
EXISTING LIGHT POLE
EXISTING FIBER OPTIC LINE
EXISTING GAS LINE
EXISTING WATER LINE
EXISTING OVERHEAD POWER LINE
EXISTING SANITARY SEWER LINE
EXISTING STORM SEWER LINE
EXISTING UNDERGROUND POWER LINE
EXISTING UNDERGROUND TELEPHONE LINE
utility notes:
1.10' SEPARATION SHALL BE PROVIDED BETWEEN WATER, SANITARY SEWER, AND
STORM SEWER LINES.
2.ALL STORM SEWER PIPE SHALL BE CLASS III RCP OR HDPE ADS N-12, WITH
WATER TIGHT JOINTS, UNLESS NOTED OTHERWISE.
3.ALL SANITARY SEWER SERVICES SHALL BE SDR 35 PVC WITH ONE 6" PVC
SERVICE FOR EACH BUILDING.
4.ALL SANITARY SEWER CLEAN-OUTS SHALL BE TRAFFIC RATED.
5.FINAL SIZING OF ALL WATER METERS AND WATER AND SANITARY SEWER
SERVICES SHALL BE PROVIDED BY THE MEP.
6.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' OF COVER AND A MAXIMUM OF
6' OF COVER, UNLESS OTHERWISE NOTED.
7.A KNOX BOX WILL BE REQUIRED TO BE MOUNTED ON THE FRONT OF BUILDINGS
EQUIPPED WITH A FIRE SPRINKLER SYSTEM OR FIRE ALARM SYSTEM PER
POUDRE FIRE AUTHORITY. CONTRACTOR TO COORDINATE LOCATION OF KNOX
BOX WITH POUDRE FIRE AUTHORITY. EACH BUILDING SHALL ALSO HAVE AN FDC
(REMOTE FDC WHERE REQUIRED) AND SHALL BE MOUNTED PER P.F.A.
REQUIREMENTS. FDC LOCATIONS WILL BE PROVIDED IN FINAL DESIGN.
8.HAZARDOUS MATERIALS: TOXIC, CORROSIVE, OR REACTIVE MATERIALS, OR
FLAMMABLE/COMBUSTIBLE LIQUIDS (AS DEFINED IN THE UNIFORM FIRE CODE) IF
USED, STORED, OR HANDLED ON SITE, MUST HAVE A HAZARDOUS MATERIALS
IMPACT ANALYSIS (HMIA) COMPLETED AND SUPPLIED TO THE PLANNING
DEPARTMENT AND THE FIRE DEPARTMENT.
9.ALL FIRELINES AND WATER SERVICE LINES SHALL BE EXTENDED TO 5' OUTSIDE
OF THE BUILDING. SEE MEP/ARCH PLANS FOR INTERNAL CONNECTIONS TO
BUILDINGS.
10. ALL FIRE HYDRANT CONNECTIONS/ ASSEMBLIES SHALL HAVE AN 8"x 6" SWIVEL
TEE W/ 6" GATE VALVE & THRUST BLOCK.
11. BACKWASH FLOW FROM THE PROPOSED SWIMMING POOL IS LIMITED TO 150
GPM.
12. REDUCED BACKFLOW PREVENTION DEVISES SHALL BE INSTALLED ON ALL FIRE
SERVICES LINES AND DOMESTIC WATER LINES INSIDE THE BUILDING. REFER TO
BUILDING AND PLUMBING PLANS FOR BACKFLOW DEVISES AND DETAILS.
13.PLEASE REFER TO THE PLAT FOR DETAILS ON UTILITY EASEMENTS, EMERGENCY
ACCESS EASEMENTS, AND PLATTING FOR THE SITE.
14.STORM SEWER PIPE SIZING SHOWN ON THIS SHEET IS PRELIMINARY. FINAL PIPE
SIZING FOR ALL STORM SEWER WILL BE DETERMINED IN FINAL DESIGN.
15.REFER TO WATER-SOLUBLE SULFATE TEST RESULT BY THE GEOTECHNICAL
ENGINEERING REPORT FOR RECOMMENDATIONS FOR PROJECT CONCRETE AND
UNDERGROUND CONCRETE PIPE.
16. FINAL LAYOUT/DESIGN FOR ELECTRIC AND GAS SERVICES, METERS, AND
TRANSFORMERS WILL BE COORDINATED WITH THE ARCHITECT, CITY FC LIGHT &
POWER, AND XCEL DURING FINAL DESIGN, AS THE FINAL BUILDING DESIGN AND
UTILITY SERVICE STUB LOCATIONS ARE PROVIDED AND DETERMINED.
KEY NOTE LEGEND .
PROPOSED 2" PVC WATER SERVICE LINE (ASTM D2241 (IPS) SDR17)
PROPOSED 4" PVC FIRE SERVICE LINE
1
2
PROPOSED PHASE LINE
PROPOSED STORM SEWER W/ MANHOLE
W
SS
3 EX 8" PVC WATERLINE CONNECTION/STUB
PROPOSED 1.5" PVC WATER SERVICE LINE (ASTM D2241 (IPS) SDR17)4
SHEET No:
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CHECKED BY:
DESIGNED BY:
DRAWN BY:
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project no:
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C-017
17 20
AUGUST 2, 2023
801-004
JRG
JRG
SHEET No:
PR
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DRAWN BY:
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project no:
date:
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C-018
18 20
AUGUST 2, 2023
801-004
JRG
JRG
SHEET No:
PR
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DR
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DESIGNED BY:
DRAWN BY:
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project no:
date:
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C-019
19 20
AUGUST 2, 2023
801-004
JRG
JRG
6"
2'-0"
1"
6 X 6 - W 14 X W 14
PROVIDE CONTROL
JOINTS @ 10' INTERVALS
2' CONCRETE TRICKLE PAN
1'-6"
6"
1"
1 1/2"R.
12
"
6"
6"
6"
INFALL CURB & GUTTER
PRIVATE DRIVES
1'-6"
6"
1"
1 1/2"R.
12
"
6"
6"
6"
OUTFALL CURB & GUTTER
PRIVATE DRIVES
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
SI
D
E
W
A
L
K
0" Curb Height,
See Section A-A
(TYP)
Standard Curb
and Gutter,
See Standard
Dwg 701 (TYP)
Pedestrian
Landing Area,
See Note 2
2' (min)
Retaining Curb (Optional)
CONST. DWG. 1606(a) and 1607
Detectable Warning
On a radius hold 6" at the
corners of the truncated
dome warning.
Retaining
Curb
(Optional)
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FORT COLLINS ONLY
Aligned with
Pedestrian flow
Gu
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or Ap
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2'-0"
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A A
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NT
S
Flow line Curb
and Gutter
BOC
See Note 3
PRIVATE
PRIVATE
PRIVATE
PRIVATEPRIVATE
PRIVATE
Final asphalt lift,
overlay or grade
adjustment
Depress ring 1/4" to 5/8" below
adjacent finished street grade
Slope up to match
finished pavement
Straight cut
around ring
Concrete grade ring
to match slope or
finished grade
Grade ring
Existing base course
Manhole
Shim / Grout
NOTE:
1. Grout shall be a mixture of 100 lbs Grout mix, 26 lbs
water (3.12 Gal), and 100 lbs of sand conforming to ASTM C-35.
2. Manholes shall not be located in crosspans, gutters, or wheel path.
3. Shim and grout to make ring and cover flush with the finished
pavement surface.
Cover
FIRE
LANE
NO
PARKING
STANDARD
FIRE LANE SIGN DETAIL
UNIVERSAL
FIRE LANE SIGN DETAIL
(FORT COLLINS ONLY)
Driveway
Driveway Sidewalk
SECTION A-A
Detached Sidewalk
Attached Sidewalk
AttachedDetached
All Sidewalk Thickness Shall Be 6" minimum.
Sidewalk
NOTE:
1. Sidewalk grade shall remain consistent across driveway
2. For driveway design requirements, see CONST. DWG. Series 706 & 707
3. This detail applies to Residential & Commercial driveways.
6"
2'-0"6'-0"
T.C.F.L.Lip
1/2" Expansion
Joint Material
1/2" Expansion
Joint Material
8" Commercial
6" Residential
A
A
Sidewalk
Min.
PRIVATE
SHEET No:
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CHECKED BY:
DESIGNED BY:
DRAWN BY:
DE
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V
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:
DA
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:
RE
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I
S
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D
B
Y
:
AP
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RE
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date:
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C-020
20 20
AUGUST 2, 2023
801-004
JRG
JRG
TRENCH WIDTH=
CONCRETE STORM DRAIN BEDDING
12"
MIN.
1/8 B
BC
4" MIN.
C
DENSELY COMPACTED
BACKFILL TO 95%
STANDARD PROCTOR
DENSITY W/=2% OF
OPTIMUM MOISTURE
CAREFULLY COMPACTED
SELECT SOIL
SPRING LINE (LIMIT OF
CLASS B BEDDING
CONDITIONS)
COMPACTED GRANULAR
MATERIAL (CLASS B
B + 24"C
BEDDING)
PRIVATE