HomeMy WebLinkAboutDocument Markups - Utility Plan - 08/07/2024SHEET No:SHEET No:
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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
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C-001
1 84
AUGUST 7, 2024
105-001
JAM
JRG
JRG
SONDERS EAST
FORT COLLINS, COLORADO
AUGUST 7, 2024
ASPEN
CITY OF FORT COLLINS
WATER UTILITIES ENGINEERING
Contact: Wes Lamarque
(970)461-2418
XCEL ENERGY - GAS & ELECTRIC
Contact: Stephanie Rich
(970) 396-4828
CENTURY LINK
Contact: Bob Rulli
(970) 490-7503
COMCAST
Contact: Don Kapperman
(720) 567-0245
Project Contacts:
Utility Entity Contacts:
Refer to the Preliminary Geotechnical Investigation Water's Edge East Northeast of Richards Lake Road
and Turnberry Road, Fort Collins, Colorado, Dated October 19, 2018, for site excavation and grading,
and paving recommendations.
ELCO WATER DISTRICT
Contact: Randy Siddens
(970)493-2044
PROJECT BENCHMARKS:
PROJECT DATUM: NAVD88
BENCHMARK #1: COFC BENCHMARK 4-13: ELEVATION = 5069.89
BENCHMARK #2: COFC BM 32-01: ELEVATION=5071.62
BENCHMARK #3 COFC BM 34-01: ELEVATION=5026.59
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 west line of the Northwest Quarter of Section 29, Township 8
North, Range 68 West of the 6th P.M., monumented as shown on this drawing, as bearing North
00°21'39" East, being a Grid Bearing of the Colorado State Plane, North Zone, North American Datum
1983/2011, a distance of 2639.39 feet and with all other bearings contained herein relative thereto.
A TRACT OF LAND BEING LOCATED WITHIN THE WEST HALF OF SECTION 29,
TOWNSHIP 8 NORTH, RANGE 68 WEST OF THE SIXTH PRINCIPAL MERIDIAN,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
OWNER:
Waters’ Edge East LLC
6834 S University Blvd #502
Centennial, CO 80122
Contact: Daniel J Nickless
(303) 883-5845 M
TRAFFIC ENGINEER:
Felsburg Holt & Ullevig
6400 S. Fiddlers Green Circle
Ste 1500
Greenwood Village,CO 80111
(303)721-1440
Contact: Richard R. Follmer, PE, PTOE
GEOTECHNICAL ENGINEER:
CTL Thompson, Inc.
400 Link Lane
Fort Collins, CO 80524
Contact: Chip Leadbetter, III, PE
(970)206-9455
PLANNER/LANDSCAPE
ARCHITECT:
Vignette Studios
P.O. Box 1889
Fort Collins, CO 80522
Contact: Terence Hoaglund
(970) 472-9125
CIVIL ENGINEER:
Aspen Engineering
19 Old Town Square, Suite 238
Fort Collins, CO 80524
Contact: John Gooch
(970) 420-5345
SITE LOCATION
CITY OF FORT COLLINS LIGHT AND POWER
Contact: Luke Unruh
(970) 416-2724
CITY OF FORT COLLINS
STORMWATER
Contact: Wes Lamarque
(970)461-2418
BOXELDER SANITATION DISTRICT
Contact: Brian Zick
(970)498-0604
POUDRE FIRE AUTHORITY
Contact: Marcus Glasgow
(970) 416-2869
UTILITY PLAN REVIEW
Boxelder Sanitation District
EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN REVIEW
IRRIGATION LINE APPROVAL
Windsor Reservior and Canal Co.
PROJECT BENCHMARK
CITY OF FORT COLLINS
BM #34-01
ELEVATION 5026.59
PROJECT BENCHMARK
CITY OF FORT COLLINS
BM #32-01
ELEVATION 5071.62
Sheet List Table
Sheet
No.Sheet Title
1 COVER SHEET
2 GENERAL NOTES & MASTER LEGEND
3 GENERAL WATER & SANITARY NOTES
4 PHASING PLAN
5 EXISTING CONDITION AND DEMOLITION PLAN (N)
6 EXISTING CONDITION AND DEMOLITION PLAN (S)
7 EXISTING CONDITION AND DEMOLITION PLAN (SE)
8 HORIZONTAL CONTROL PLAN (N)
9 HORIZONTAL CONTROL PLAN (S)
10 HORIZONTAL CONTROL PLAN (SE)
11 SIGNAGE AND STRIPING PLAN (N)
12 SIGNAGE AND STRIPING PLAN (S)
13 SIGNAGE AND STRIPING PLAN (SE)
14 TYPICAL ROADWAY SECTIONS
15 EROSION CONTROL PLAN (N)
16 EROSION CONTROL PLAN (S)
17 EROSION CONTROL PLAN (SE)
18 EROSION CONTROL NOTES & DETAILS
19 EROSION CONTROL DETAILS
20 OVERALL GRADING PLAN & DRAINAGE PLAN (N)
21 OVERALL GRADING PLAN & DRAINAGE PLAN (S)
22 OVERALL GRADING PLAN & DRAINAGE PLAN (SE)
23-32 GRADING PLANS
33 GRADING DETAILS
34 OVERALL GRADING PLAN & DRAINAGE EXHIBIT (N)
35 OVERALL GRADING PLAN & DRAINAGE EXHIBIT (S)
36 OVERALL GRADING PLAN & DRAINAGE EXHIBIT (SE)
37 OVERALL UTILITY PLAN (N)
38 OVERALL UTILITY PLAN (S)
39 OVERALL UTILITY PLAN (SE)
40-49 WATER PLANS
50 SWMM EXHIBIT
51-75 ROAD CENTERLINE PLANS AND PROFILES
76 SANITARY SEWER DETAILS
77-78 WATER DETAILS
79-81 ROADWAY DETAILS
82-84 STORM DRAINAGE DETAILS
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C-002
2 84
AUGUST 7, 2024
105001
JRG
JRG
JRG
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
T Telephone
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
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
EXISTING STORM DRAIN
EXISTING MINOR CONTOURS
PROPOSED SWALE
NEW STORM DRAIN WITH MANHOLE
PROPOSED MINOR CONTOURS
PROPOSED MAJOR CONTOURS
PROPOSED FLOWLINE
LIMITS OF CONSTRUCTION
PROPOSED PROPERTY LINE
PROPOSED RIGHT-OF-WAY
69
70
PROPOSED SLOPE
C = RUNOFF COEFFICIENT
A
B C
PROPOSED PHASE LINE
A = BASIN NUMBER
B = BASIN AREA (IN ACRES)
DIRECTION OF FLOW
DESIGN POINT
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 symbols:
MEP Mechanical, Electrical, Plumbing
Curb StopCS
SewerSWR
ServiceSRVC
Fire Department ConnectionFDC
existing legend of symbols from topographic survey:
ESMT Easement
B/W Between
A. Street Improvements 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.
B. 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 Traffic Engineer prior to permanent installation of striping and symbols.
7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards.
8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction.
9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings.
10. All sign posts shall utilize break-away assemblies and fasteners per the Standards.
11. A field inspection of location and installation of all signs shall be performed by the Local Entity Traffic Engineer. All discrepancies identified during the field inspection
must be corrected before the 2-year warranty period will begin.
12. The Developer installing signs shall be responsible for locating and protecting all underground utilities.
13. Special care shall be taken in sign location to ensure an unobstructed view of each sign.
14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period, the Local EntityTraffic Engineer
reserves the right to require additional signage and/or striping if the Local Entity Traffic Engineer determines that an unforeseen condition warrants such signage
according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-year warranty period for new
construction (except fair wear on traffic markings).
15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail.
16. Contractor is responsible for removing all anchors, posts, signs and/or delineators in Construction area. Contractor may keep the signs, or call the City Traffic
Division to have them removed.
17. No “Reset” anchors, posts, signs, and/or delineators will be accepted.
18. All anchors, posts, signs, and/or delineators shall be new and be consistent with the LCUASS criteria.
C. 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 Sonders East Preliminary Drainage & Erosion Control Report, dated August 7, 2024, by Aspen Engineering, shall be 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.
4. See City of Fort Collins Stormwater Criteria Manual – Appendix F Construction Control Measures Standard Notes and Standard Erosion Control 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 Contractor/Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or
grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective
representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing
utilities that conflict with the proposed improvements shown on these plans.
8.The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required.
9.If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify the design.
Design modification(s) must be approved by the 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 Sonders East Preliminary Drainage & Erosion Control Report, dated August 7, 2024, by Aspen Engineering, shall be implemented.
20.Temporary erosion control during construction shall be provided as stated in the Storm Water Management 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 FloodPlain 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:
CITY BENCHMARKS
CITY OF FORT COLLINS BM # 32-01: ON THE EAST SIDE OF C.R. 11 AND APPROX. 0.6 MILES NORTH OF C.R. 52 ON THE SOUTHWEST CORNER OF AN
IRRIGATION STRUCTURE.
ELEVATION: 5071.62
CITY OF FORT COLLINS BM # 34-01: NORTH SIDE C.R. 52 AND APPROX. 0.5 MILES EAST OF C.R. 11 ON THE EAST END OF A HEAD WALL OVER AN IRRIGATION
DITCH.
ELEVATION: 5026.59
SITE BENCHMARK
CITY OF FORT COLLINS BM #4-13: N 1471190.32 E 3128761.85 ELEVATION 5069.89
IF NAVD 88 DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NAVD88 = NGVD29 UNADJUSTED + 3.18'.
BASIS OF BEARING
Assuming the west line of the Southwest Quarter of Section 29, Township 8 North, Range 68 West of the 6th P.M., monumented as shown on this drawing, as bearing North
00°28'04" East, being a Grid Bearing of the Colorado State Plane, North Zone, North American Datum 1983/2011, a distance of 2638.31 feet and with all other bearings
contained herein relative thereto.
41.All stationing is based on centerline of roadways unless otherwise noted.
42.Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and
improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the Developer's expense, unless otherwise
indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy.
43.When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be
documented by the 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:
48.Refer to the Preliminary Geotechnical Investigation Water's Edge East Northeast of Richards Lake Road and Turnberry Road, Fort Collins, Colorado, Dated October 19,
2018, for site excavation and grading, and paving recommendations.
49.Approved variances are listed as follows:
A variance for the reduction of tangent length between reverse curves on Sternwheeler Drive between Morning Star Dr. and Brightwater Drive was approved Nov 2,2023.
general construction notes:
general notes:
ALIQUOT CORNER AS DESCRIBED
BUILDING VENT
CURB CUT
ROOF DRAIN
ELECTRIC BOX
SANITARY MANHOLE
DRAINAGE MANHOLE
LIGHT POLE
BUILDING LIGHT
VALVE BOX
HANDICAP RAMP
FENCE GATE
FOUND MONUMENT AS DESCRIBED
ELECTRIC TRANSFORMER
WATER MANHOLE
ELECTRIC METER
WATER METER
MONITORING WELL
CATV PEDESTAL
ELECTRIC SERVICE
SANITARY CLEANOUT
POWER POLE
WOOD POST
STEEL POST
TELEPHONE PEDESTAL
SIGN
TRAFFIC MAST
TREE STUMP
DECIDUOUS TREE
CONIFEROUS TREE
SHRUB
UNKNOWN UTILITY MANHOLE
WATER VALVE
ELECTRIC VAULT
FIBER OPTIC VAULT
CONTROL POINT
LANDSCAPE ROCK
FIRE HYDRANT
GUY WIRE
EDGE OF ASPHALT
BIKE RACK
ELECTRIC LOCATE
FENCE
CHAIN LINK FENCE
FIBER OPTIC LOCATE
FLOW LINE
GUARD RAIL
SANITARY SEWER LINE
TELEPHONE LOCATE
WATER LOCATE
BOUNDARY LINE
EASEMENT LINE
SECTION LINE
CENTERLINE
MAJOR CONTOUR
MINOR CONTOUR
RIGHT OF WAY LINE
IRRIGATION VALVE
STORM SEWER LINE
69
EXISTING MAJOR CONTOURS70
2.0%
PROPOSED SPOT ELEVATION
Protect In PlacePIP
TBR To Be Removed
High Density PolyethyleneHDPE
PROPOSED BOLLARD
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.
59.09
59.27
SHEET No:
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general notes (elco)
D. Waterline Notes
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.
general notes (elco)general notes
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4
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5 BLK
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1 2 3 4
8 7 6 5
9 10 11 12
16 15 14 13
7 8 9 10
14 13 12 11
1 2 3 4
8 7 6 5
1 2 3
6 5 4
7 8
9
10
14 13
12
11
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12
14 15 16 17 18
BLK
1
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1
19
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MORNING STAR DRIVE
FA
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1 2 3 4
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8
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BUILDING A
3 STORY
18 UNIT
BUILDING B
3 STORY
18 UNIT
BLK
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12 13
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BUILDING D
3 STORY
18 UNIT
BUILDING A
3 STORY
18 UNIT
PHASE II
PHASE III
INSTALL 9-BALL SIGNS
(OM4-2) @ END OF
TEMPORARY
TURNAROUNDS
INSTALL 9-BALL SIGNS
(OM4-2) @ END OF
TEMPORARY
TURNAROUNDS
TEMPORARY
TURNAROUNDS 50'
RADIUS (TYP.) TO BE
PROVIDED IN PHASE 2
TEMPORARY
TURNAROUNDS 50'
RADIUS (TYP.) TO BE
PROVIDED IN PHASE 2
25' DITCH & DITCH
ACCESS EASEMENT
REC NO. 200030157848
25' DITCH & DITCH
ACCESS EASEMENT
REC NO. 200030157848
(TO BE VACTED BY
CURRENT PLAT)
PROP DITCH EASEMENT
PROP TEMPORARY CONSTRUCTION EASEMENT
25' DITCH & DITCH
ACCESS EASEMENT
REC NO. 200030157848
(TO BE VACATED BY
CURRENT PLAT)
PROP CONC DROP STRUCTURE
PROP LIMITS OF DEVELOPMENT
PROP LIMITS OF DEVELOPMENT
PROP 9' UTILITY
ESMT (TYP)
PROP DRAINAGE EASEMENT
PROP DRAINAGE EASEMENT
PROP DRAINAGE EASEMENT
EX PROPERTY BOUNDARY
PROPERTY PIN
N 1473996.97
E 3130230.01
PROPERTY PIN
N 1473208.48
E 3130531.87
25' DITCH & DITCH
ACCESS EASEMENT
REC NO. 200030157848
(TO BE VACATED BY
CURRENT PLAT)
PROP 9' UTILITY
ESMT (TYP)
PROP 6' UTILITY
ESMT (TYP)EX PROPERTY
BOUNDARY
25' DITCH & DITCH
ACCESS EASEMENT
REC NO. 200030157848
(TO BE VACTED BY
CURRENT PLAT)
TEMPORARY GRADING &
ACCESS EASEMENT
REC. NO. 200030106735 &
REC. NO. 200030138542
30' SLOPE EASEMENT
REC. NO. 99045031 &
REC. NO. 99045032
25' DITCH & DITCH
ACCESS EASEMENT
REC NO. 200030157848
(TO BE VACATED BY
CURRENT PLAT)
PROP ROW
EX PROPERTY BOUNDARY
EX PROPERTY BOUNDARY
PROP ROW
PROP DITCH EASEMENT
PROP DRAINAGE EASEMENT
PROP DRAINAGE EASEMENT
PROP IRRIGATION EASEMENT
PROP DRAINAGE EASEMENT
PROP TOP (TOP OF BANK) OF NO. 8 DITCH
PROP BOTTOM (TOE OF SLOPE) OF NO. 8 DITCH
PROP BAKER LATERAL IRRIGATION EASEMENT
PROP BAKER LATERAL
IRRIGATION EASEMENT
PROP 6' UTILITY
ESMT (TYP)
PROP 9' UTILITY
ESMT (TYP)
PROP 9' UTILITY
ESMT (TYP)
PROP 6' UTILITY
ESMT (TYP)
PROP 6' UTILITY
ESMT (TYP)
PROP 9' UTILITY
ESMT (TYP)
PROP 6' UTILITY
ESMT (TYP)
25' DITCH & DITCH
ACCESS EASEMENT
REC NO. 200030157848
(TO BE VACATED BY
CURRENT PLAT)
EX ROW
EX ROW
EX PROPERTY BOUNDARY
PROP LIMITS OF DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP EDGE OF
NEW ASPHALT
EX EDGE OF
ASPHALT
PROPERTY PIN
N 1474498.41
E 3130156.98
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
EX ROW
PROP ROW
EX ROW
PROP ROW
EX PROPERTY
BOUNDARY
PROP EDGE OF NEW ASPHALT
EX EDGE OF ASPHALT
PROP EDGE OF
NEW ASPHALT
EX EDGE OF
ASPHALT
PROP 6' UTILITY
ESMT (TYP)
PROP 9' UTILITY
ESMT (TYP)
PROP 6' UTILITY
ESMT (TYP)
PROP
BAKER
LATERAL
IRRIGATION
EASEMENT
PROP 9' UTILITY
ESMT (TYP)
PROP 6' UTILITY
ESMT (TYP)
PROP DRAINAGE EASEMENT
PROP DRAINAGE EASEMENT
PROP 6' UTILITY
ESMT (TYP)
PROP 9' UTILITY
ESMT (TYP)
EX PROPERTY BOUNDARY
EX PROPERTY BOUNDARY
PROPERTY PIN
N 1473996.97
E 3130230.01
PROPERTY PIN
N 1473208.48
E 3130531.87
INSTALL 9-BALL SIGNS
(OM4-2) @ END OF
TEMPORARY
TURNAROUNDS
TEMPORARY
TURNAROUNDS 50'
RADIUS (TYP.) TO BE
PROVIDED IN PHASE 2
INSTALL SANITARY
SEWER & MANHOLE IN
PHASE 1
INSTALL WATER TO
CROSS IN PHASE 1
INSTALL SANITARY
SEWER & MANHOLE IN
PHASE 1
INSTALL STORM SEWER
TO MANHOLE IN PHASE 1
INSTALL WATER TO
TEE IN PHASE 1
INSTALL WATER TO
TEE IN PHASE 2
INSTALL WATER TO
TEE IN PHASE 2
INSTALL SANITARY
SEWER & MANHOLE IN
PHASE 2
INSTALL STORM SEWER
TO MANHOLE IN PHASE 2
INSTALL STORM SEWER &
MANHOLE IN PHASE 1
INSTALL STORM SEWER
TO MANHOLE IN PHASE 1
INSTALL IRRIGATION LINE
TO MANHOLE IN PHASE 1
PHASE I
PHASE I
INSTALL IRRIGATION LINE
TO MANHOLE IN PHASE 1
INSTALL ENTIRE
IRRIGATION LINE &
MANHOLES IN PHASE 1
INSTALL ENTIRE
IRRIGATION LINE &
MANHOLES IN PHASE 1
INSTALL ENTIRE
IRRIGATION LINE &
MANHOLES IN PHASE 1
INSTALL ENTIRE
IRRIGATION LINE &
MANHOLES IN PHASE 1
FUTURE 10' REGIONAL TRAIL BY OTHERS
PROPOSED 50' TRAIL AND NATURAL AREAS BUFFER EASEMENT
FUTURE 10' REGIONAL TRAIL BY OTHERS
PROPOSED 50' TRAIL AND NATURAL AREAS BUFFER EASEMENT
15''SAN15''SAN
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CL
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CLIPPER WAY
FIELD VIEW ROAD
GREENSPACE WAY
FO
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HI
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RICHARDS LAKE ROAD
(TWO LANE ARTERIAL)
RICHARDS LAKE ROAD
(TWO LANE ARTERIAL)
TRA
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15
13
PHASE I
INSTALL 9-BALL SIGNS
(OM4-2) @ END OF
TEMPORARY
TURNAROUNDS
TEMPORARY
TURNAROUNDS 50'
RADIUS (TYP.) TO BE
PROVIDED IN PHASE 2
REC NO. 200030157848
(TO BE VACTED BY
CURRENT PLAT)
PROP DRAINAGE EASEMENT
PROPERTY PIN
N 1473208.48
E 3130531.87
EX PROPERTY BOUNDARY
PROP DRAINAGE EASEMENT
EX PROPERTY BOUNDARY
PROP CONC WINGWALL/ RETAINING WALL
PROP LIMITS OF DEVELOPMENT
PROP LIMITS OF DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT PROP MSE
WALLS
PROP LIMITS OF DEVELOPMENT
PROP TEMPORARY
CONSTRUCTION
EASEMENT
PROP TEMPORARY
CONSTRUCTION EASEMENT
PROP CONC DROP STRUCTURE
25' DITCH & DITCH
ACCESS EASEMENT
REC NO. 200030157848
(TO BE VACATED BY
CURRENT PLAT)
PROP DRAINAGE EASEMENT
PROP DRAINAGE EASEMENT
EX PRESCRIPTIVE
EASEMENT
PROP DITCH EASEMENT
PROP TOP (TOP OF
BANK) OF NO. 8 DITCH
PROP BOTTOM (TOE OF
SLOPE) OF NO. 8 DITCH
PROP LIMITS OF DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP DITCH EASEMENT
PROP TOP (TOP OF
BANK) OF NO. 8 DITCH
PROP BOTTOM (TOE OF
SLOPE) OF NO. 8 DITCH
PROP LIMITS OF
DEVELOPMENT
EX PROPERTY BOUNDARY
PROP CONC C&G W/ 2' ASPHALT PATCH
EX PROPERTY
BOUNDARY
PROP LIMITS OF
DEVELOPMENT
25' DITCH & DITCH
ACCESS EASEMENT
REC NO. 200030157848
(TO BE VACATED BY
CURRENT PLAT)
PROP 6' UTILITY
ESMT (TYP)
PROP 9' UTILITY
ESMT (TYP)PROP 6'
UTILITY
ESMT
(TYP)
PROP 6'
UTILITY
ESMT
(TYP)
PROP 9' UTILITY
ESMT (TYP)
PROP 6' UTILITY
ESMT (TYP)
PROPERTY PIN
N 1472837.81
E 3130794.74
PROPERTY PIN
N 1472120.73
E 3131459.37
PROP DRAINAGE EASEMENT
(TO BE VACTED BY
CURRENT PLAT)
EX PROPERTY BOUNDARY
PROPERTY PIN
N 1473208.48
E 3130531.87
EX 15" SANITARY SEWER
INSTALL SANITARY
SEWER & MANHOLE IN
PHASE 1
INSTALL WATER TO
CROSS IN PHASE 1
INSTALL SANITARY
SEWER & MANHOLE IN
PHASE 1
INSTALL STORM SEWER
TO MANHOLE IN PHASE 1
INSTALL WATER TO
TEE IN PHASE 1
PHASE I
PHASE I
FUTURE 10' REGIONAL TRAIL DITCH CROSSING BY OTHERS
PROPOSED 50' TRAIL AND NATURAL AREAS BUFFER EASEMENT
FUTURE 10' REGIONAL TRAIL BY OTHERS
PROPOSED 50' TRAIL AND NATURAL AREAS BUFFER EASEMENT
FUTURE 10' REGIONAL TRAIL BY OTHERS
PROPOSED 50' TRAIL AND NATURAL
AREAS BUFFER EASEMENT
FUTURE 10' REGIONAL TRAIL BY OTHERS
PROPOSED 50' TRAIL AND NATURAL AREAS BUFFER EASEMENT
ASPEN
0'
SCALE: 1" = 150'
150'300'
SHEET No:
PR
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E
C
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/
L
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:
DR
A
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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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E
D
B
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:
AP
P
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B
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:
RE
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.
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date:
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4 84
AUGUST 7, 2024
105001
JRG
JRG
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LEGEND .
NOTES:
CONSTRUCTION NOTES: PHASE 1
CONSTRUCTION NOTES: PHASE 3
CONSTRUCTION NOTES: PHASE 2
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.
MA
T
C
H
L
I
N
E
TH
I
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S
H
E
E
T
(
R
I
G
H
T
)
MA
T
C
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L
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E
TH
I
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S
H
E
E
T
(
L
E
F
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)
MATCH LINE
THIS SHEET (LEFT)
MATCH LINE THIS SHEET (RIGHT)
W. P
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D
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CAN
A
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EX PROPERTY LINE/ ROW
EX ROW
EX ROW
EX FIBER OPTIC & GAS: CONTRACTOR TO COORDINATE WITH
DRY UTILITY ENTITIES ON RELOCATION TO UTILITY EASEMENT
ON EAST SIDE OF TURNBERRY ROAD
EX CMP STORM DRAIN PIPE AND CONCRETE INLET, TO BE REMOVED AND
REPLACED WITH NEW RCP STORM SEWER LINE (SEE UTILITY PLAN)
EX 25' DITCH & DITCH ACCESS EASEMENT
REC NO. 200030157848
(SEE PLAT FOR RELOCATED DITCH AND
DITCH RIDER ROAD, CONTAINED WITHIN
NEW PLATTED DITCH EASEMENT)
8
7
6
9
4' DIA. STORM MH
24" RCP, 48 LF
540 SF
190 SF
EX SECTION LINE
EX NO. 8 DITCH TO BE RE-GRADED AND IMPROVED FROM
DOUGLAS ROAD, SOUTH TO COUNTY ROAD 52
(SEE GRADING PLANS)
EX NO. 8 DITCH CULVERT WITH WINGWALLS, PIP
EX NO. 8 DITCH TO BE RELOCATED TO THE EAST AND RE-GRADED
AND IMPROVED FROM DOUGLAS ROAD, SOUTH TO COUNTY ROAD 52.
OLD DITCH TO BE FILLED-IN (SEE GRADING PLANS)
EX 25' DITCH & DITCH ACCESS EASEMENT
REC NO. 200030157848
(SEE PLAT FOR RELOCATED DITCH AND
DITCH RIDER ROAD, CONTAINED WITHIN
NEW PLATTED DITCH EASEMENT)
EX PROPERTY LINE
EX DITCH DROP STRUCTURE & STORM PIPE, TBR
EX OVERHEAD ELECTRIC, PIP
EX OVERHEAD ELECTRIC, TO BE RELOCATED UNDERGROUND (STARTING HERE, GOING SOUTH)
PROPOSED SAW CUT LINE
& ASPHALT REMOVAL
AREA (29,303 SF TOTAL
ALONG TURNBERRY ROAD)
BEGIN PROPOSED SAW
CUT LINE/ ASPHALT
REMOVAL AREA
EX ASPHALT REMOVAL AREA
(29,303 SF TOTAL ALONG TURNBERRY ROAD)
TU
R
N
B
E
R
R
Y
R
D
(
C
R
1
1
)
EX OVERHEAD ELECTRIC,
TO BE RELOCATED UNDERGROUND
EX OVERHEAD ELECTRIC,
TO BE RELOCATED UNDERGROUND
EX FENCE & POSTS, TBR
ALONG ENTIRE WESTERN
BOUNDARY, AS
APPLICABLE
EX GAS: CONTRACTOR TO COORDINATE
WITH DRY UTILITY ENTITY ON RELOCATION
TO UTILITY EASEMENT ON EAST SIDE OF
TURNBERRY ROAD
EX MAILBOX, CONTRACTOR TO
COORDINATE RELOCATION WITH USPS
EX MAILBOX, CONTRACTOR TO
COORDINATE RELOCATION WITH USPS
EX FIBER OPTIC & GAS: CONTRACTOR TO COORDINATE WITH
DRY UTILITY ENTITIES ON RELOCATION TO UTILITY EASEMENT
ON EAST SIDE OF TURNBERRY ROAD
PROP ROW
PROP ROW
PROP ROW
EX NO. 8 DITCH TO BE RELOCATED TO THE EAST AND RE-GRADED
AND IMPROVED FROM DOUGLAS ROAD, SOUTH TO COUNTY ROAD
52. OLD DITCH TO BE FILLED-IN (SEE GRADING PLANS)
2
5
4
4
4
3
4
DOUGLAS RD
11
11
11
11
11
10
10
10
15
15
15
PROPOSED LIMITS OF DEVELOPMENT
PROPOSED LIMITS OF DEVELOPMENT
PROPOSED LIMITS OF DEVELOPMENT
PROPOSED LIMITS OF DEVELOPMENT
PROPERTY BOUNDARY
PROPERTY BOUNDARY
W. P
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NOTES
1.SEE SHEET C-002 AND C-003 FOR GENERAL CONSTRUCTION NOTES, SYMBOLS, AND MASTER LEGEND.
2.EXISTING LOTS AND EASEMENTS WITHIN THE SONDERS EAST SITE WILL BE VACATED, AND RE-PLATTED. PLEASE
REFER TO SUBDIVISION PLAT FOR THIS PROJECT.
3.CONTRACTOR TO CONTACT ASSOCIATED UTILITY COMPANIES PRIOR TO ANY RELOCATION, DEMOLITION/REMOVAL,
OR ABANDONMENT OF EXISTING UTILITIES.
4.ANY ITEM NOT SHOWN TO BE REMOVED, ADJUSTED, DEMOLISHED, OR ABANDONED, SHALL BE PROTECTED IN
PLACE.
5.THE EXISTING NO. 8 DITCH IS PROPOSED TO BE RELOCATED TO THE EAST AND THE EXISTING DITCH FILLED-IN.
CONTRACTOR SHALL COORDINATE WITH THE OWNERS AND LARIMER WELD ON TIMING OF CONSTRUCTION FOR
COMPLETION OF THE NEW DITCH AND FILLING-IN THE OLD DITCH, SO AS NOT TO INTERRUPT SERVICE OF LARIMER
WELD TO PROVIDE IRRIGATION WATER TO ITS PATRONS.
6.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.
7.CONTRACTOR SHALL POTHOLE AND LOCATE THE HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING UTILITIES,
PRIOR TO CONSTRUCTION.
8.KEY NOTE LEGEND BELOW SHOWS ITEMS THAT APPLY TO SHEETS C-005 TO C-007.
9.THE EXISTING NO. 8 DITCH HAS NUMEROUS AREAS OF MISCELLANEIOUS DEBRIS, ALONG AND WITHIN THE EXISTING
DITCH, INCLUDING PORTIONS OF OLD CARS THAT MAY EXIST WITHIN THE BANKS OF THE EXISTING DITCH. ANY
MATERIALS DEEMED UNACCEPTABLE FOR FILLING-IN OF THE OLD DITCH, SHALL BE REMOVED AND DISPOSED OF
PROPERLY. ALL BIODEGRADABLE MATERIALS OR MATERIALS THAT ARE DEEMED ACCEPTABLE FOR FILLING IN THE
EXISTING DITCH, SHALL BE UTILIZED ACCORDINGLY.
10.STOCKPILED DIRT MAY CONTAIN NON-USABLE MATERIAL, AS MATERIAL APPEARS TO BE UNDOCUMENTED.
CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL ENGINEER ON CLASSIFYING MATERIAL AS USABLE OR
UNSUABLE FOR STRUCTURAL FILL. NON-STRUCTURL FILL MATERIAL MAY BE UTILIZED IN GREEN SPACES, WHERE
APPLCIABLE. JUNK, DEBRI, ETC... FOUND IN FILL MATERIAL SHALL BE DISPOSED OF PROPERLY AND SHALL NOT BE
USED IN FILL OF SITE OR WITH DIRT OPERATIONS.
11.PIP = PROTECT IN PLACE
12.TBR = TO BE REMOVED
13.THE CITY OF FORT COLLINS REQUIRES A PRE-CONSTRUCTION CONFERENCE PRIOR TO BREAKING GROUND FOR
THIS PROJECT.
KEY NOTE LEGEND .
EX BAKER LATERAL MANHOLE ADJUST TO FINAL GRADE
EX FIBER OPTIC OR TELEPHONE BOX/ PEDESTAL, RELOCATE &
ADJUST TO FINISH GRADE
EX TREES & SHRUBS, TBR (SEE SITE & LANDSCAPE PLANS FOR
FINAL LIST OF TREE DEMOLITION AND MITIGATION REQUIRED)
EX UTILITY SERVICE/MARKERS OR MISC. POSTS, TO BE REMOVED &
RELOCATED, AS APPLICABLE
EX IRRIGATION STRUCTURE TO BE REMOVED
EX RIP RAP TO BE REMOVED AND REUSED (SIZE AND AREA (SF) ON
PLANS)
EX STORM MH TO BE REMOVED (SIZE NOTED ON PLANS)
EX CONCRETE STORM DRAIN TO BE REMOVED ( DIA AND LENGTH
NOTED ON PLANS).
EX CONCRETE TO BE REMOVED (SF NOTED ON PLANS)
EX DIRT/GRAVEL DITCH RIDER ROAD (TBR & RELOCATED TO EAST)
EX SOD, JUNK, OR MISC. DEBRIS LOCATED IN OR ALONG DITCH
(SEE NOTE 9)
EX WATER SERVICE, REMOVE AND ABANDON AT THE MAIN
EX DOG WASTE STATION OR SIGNAGE/POST, TO BE RELOCATED
ADJUST VALVE AND VALVE BOX TO FINISHED GRADE
REMOVE EX ASPHALT PAVEMENT
REMOVE EX SIGNAGE
REMOVE EX CONC CROSS PAN AND CURB AND GUTTER (SF NOTED
IN PLAN)
EX IRRIGATION DROP STRUCTURE (TO BE ABANDONED IN PLACE,
AND COVERED UP WITH FILL-IN OF EXISTING DITCH)
EX INLET AND STORM PIPE FIELD DRAIN (TO BE RELOCATED TO
EAST OF NEW RELOCATED DITCH, SEE GRADING AND UTILITY
PLANS)
EX FIRE HYDRANT, RESET TO FINISH GRADE; OR RELOCATE TO
PARKWAY & SET TO FINISH GRADE (SEE UTILITY PLAN)
EX UNDOCUMENTED FILL (SEE NOTE 10)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
ASPEN
0'
SCALE: 1" = 100'
100'200'
SHEET No:
PR
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C
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/
L
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A
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:
DR
A
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:
OF
CHECKED BY:
DESIGNED BY:
DRAWN BY:
DE
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C
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I
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I
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N
O
F
R
E
V
I
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I
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N
:
DA
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E
:
RE
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I
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E
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B
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:
AP
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V
E
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B
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:
RE
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C-005
5 84
AUGUST 7, 2024
105001
JRG
JRG
JRG
KEY MAP - 1" = 1000'
007
006
005
KEY MAP - 1" = 1000'
MATCH LINE
SEE SHEET C-006
Street Cut Note
LEGEND
ASPHALT REMOVAL
CONCRETE REMOVAL
TU
R
N
B
E
R
R
Y
R
D
(
C
R
1
1
)
EX FIBER OPTIC & GAS: CONTRACTOR TO COORDINATE WITH
DRY UTILITY ENTITIES ON RELOCATION TO UTILITY EASEMENT
ON EAST SIDE OF TURNBERRY ROAD
EX FIBER OPTIC & GAS: CONTRACTOR TO COORDINATE WITH
DRY UTILITY ENTITIES ON RELOCATION TO UTILITY EASEMENT
ON EAST SIDE OF TURNBERRY ROAD
EX FIBER OPTIC & GAS: CONTRACTOR TO COORDINATE WITH
DRY UTILITY ENTITIES ON RELOCATION TO UTILITY EASEMENT
ON EAST SIDE OF TURNBERRY ROAD
12
EX ROW
EX ROW
PROP ROW
PROP ROW
EX ROW
PROP ROW
3
3
3 3
3
3
3
3
3
3
5
3
6
10"12"
8"
12"
10"
6"
6"2" - 4"
40"
30"
24"
12"
12"
3
TU
R
N
B
E
R
R
Y
R
D
(
C
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1
1
)
3
4
4
4
3
4
EX ASPHALT REMOVAL AREA
(29,303 SF TOTAL ALONG TURNBERRY ROAD)
EX ASPHALT REMOVAL AREA
(29,303 SF TOTAL ALONG TURNBERRY ROAD)
EX ASPHALT REMOVAL AREA
(29,303 SF TOTAL ALONG TURNBERRY ROAD)
EX ASPHALT REMOVAL AREA
(29,303 SF TOTAL ALONG TURNBERRY ROAD)
EX NO. 8 DITCH TO BE RELOCATED TO THE EAST AND RE-GRADED
AND IMPROVED FROM DOUGLAS ROAD, SOUTH TO COUNTY ROAD 52.
OLD DITCH TO BE FILLED-IN (SEE GRADING PLANS)
EX NO. 8 DITCH TO BE RELOCATED TO THE EAST AND RE-GRADED
AND IMPROVED FROM DOUGLAS ROAD, SOUTH TO COUNTY ROAD 52.
OLD DITCH TO BE FILLED-IN (SEE GRADING PLANS)
15
15
15
15
15
14
20
12
11
11
11
11
11
10
10
10
10
10
18
22
729 SF
EX NO. 8 DITCH TO BE RELOCATED TO THE EAST AND RE-GRADED
AND IMPROVED FROM DOUGLAS ROAD, SOUTH TO COUNTY ROAD 52.
OLD DITCH TO BE FILLED-IN (SEE GRADING PLANS)
BRIGHTWATER DRIVE
BA
R
H
A
R
B
O
R
D
R
I
V
E
PROP LIMITS OF DEVELOPMENT
PROP LIMITS OF DEVELOPMENT
PROP LIMITS OF DEVELOPMENT
PROP LIMITS OF DEVELOPMENT
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
5' T
Y
P
E
R
INL
E
T
NOTES
1.SEE SHEET C-002 AND C-003 FOR GENERAL CONSTRUCTION NOTES, SYMBOLS, AND MASTER LEGEND.
2.EXISTING LOTS AND EASEMENTS WITHIN THE SONDERS EAST SITE WILL BE VACATED, AND RE-PLATTED. PLEASE
REFER TO SUBDIVISION PLAT FOR THIS PROJECT.
3.CONTRACTOR TO CONTACT ASSOCIATED UTILITY COMPANIES PRIOR TO ANY RELOCATION, DEMOLITION/REMOVAL,
OR ABANDONMENT OF EXISTING UTILITIES.
4.ANY ITEM NOT SHOWN TO BE REMOVED, ADJUSTED, DEMOLISHED, OR ABANDONED, SHALL BE PROTECTED IN
PLACE.
5.THE EXISTING NO. 8 DITCH IS PROPOSED TO BE RELOCATED TO THE EAST AND THE EXISTING DITCH FILLED-IN.
CONTRACTOR SHALL COORDINATE WITH THE OWNERS AND LARIMER WELD ON TIMING OF CONSTRUCTION FOR
COMPLETION OF THE NEW DITCH AND FILLING-IN THE OLD DITCH, SO AS NOT TO INTERRUPT SERVICE OF LARIMER
WELD TO PROVIDE IRRIGATION WATER TO ITS PATRONS.
6.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.
7.CONTRACTOR SHALL POTHOLE AND LOCATE THE HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING UTILITIES,
PRIOR TO CONSTRUCTION.
8.KEY NOTE LEGEND BELOW SHOWS ITEMS THAT APPLY TO SHEETS C-005 TO C-007.
9.THE EXISTING NO. 8 DITCH HAS NUMEROUS AREAS OF MISCELLANEIOUS DEBRIS, ALONG AND WITHIN THE EXISTING
DITCH, INCLUDING PORTIONS OF OLD CARS THAT MAY EXIST WITHIN THE BANKS OF THE EXISTING DITCH. ANY
MATERIALS DEEMED UNACCEPTABLE FOR FILLING-IN OF THE OLD DITCH, SHALL BE REMOVED AND DISPOSED OF
PROPERLY. ALL BIODEGRADABLE MATERIALS OR MATERIALS THAT ARE DEEMED ACCEPTABLE FOR FILLING IN THE
EXISTING DITCH, SHALL BE UTILIZED ACCORDINGLY.
10.STOCKPILED DIRT MAY CONTAIN NON-USABLE MATERIAL, AS MATERIAL APPEARS TO BE UNDOCUMENTED.
CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL ENGINEER ON CLASSIFYING MATERIAL AS USABLE OR
UNSUABLE FOR STRUCTURAL FILL. NON-STRUCTURL FILL MATERIAL MAY BE UTILIZED IN GREEN SPACES, WHERE
APPLCIABLE. JUNK, DEBRI, ETC... FOUND IN FILL MATERIAL SHALL BE DISPOSED OF PROPERLY AND SHALL NOT BE
USED IN FILL OF SITE OR WITH DIRT OPERATIONS.
11.PIP = PROTECT IN PLACE
12.TBR = TO BE REMOVED
13.THE CITY OF FORT COLLINS REQUIRES A PRE-CONSTRUCTION CONFERENCE PRIOR TO BREAKING GROUND FOR
THIS PROJECT.
KEY NOTE LEGEND .
EX BAKER LATERAL MANHOLE ADJUST TO FINAL GRADE
EX FIBER OPTIC OR TELEPHONE BOX/ PEDESTAL, RELOCATE &
ADJUST TO FINISH GRADE
EX TREES & SHRUBS, TBR (SEE SITE & LANDSCAPE PLANS FOR
FINAL LIST OF TREE DEMOLITION AND MITIGATION REQUIRED)
EX UTILITY SERVICE/MARKERS OR MISC. POSTS, TO BE REMOVED &
RELOCATED, AS APPLICABLE
EX IRRIGATION STRUCTURE TO BE REMOVED
EX RIP RAP TO BE REMOVED AND REUSED (SIZE AND AREA (SF) ON
PLANS)
EX STORM MH TO BE REMOVED (SIZE NOTED ON PLANS)
EX CONCRETE STORM DRAIN TO BE REMOVED ( DIA AND LENGTH
NOTED ON PLANS).
EX CONCRETE TO BE REMOVED (SF NOTED ON PLANS)
EX DIRT/GRAVEL DITCH RIDER ROAD (TBR & RELOCATED TO EAST)
EX SOD, JUNK, OR MISC. DEBRIS LOCATED IN OR ALONG DITCH
(SEE NOTE 9)
EX WATER SERVICE, REMOVE AND ABANDON AT THE MAIN
EX DOG WASTE STATION OR SIGNAGE/POST, TO BE RELOCATED
ADJUST VALVE AND VALVE BOX TO FINISHED GRADE
REMOVE EX ASPHALT PAVEMENT
REMOVE EX SIGNAGE
REMOVE EX CONC CROSS PAN AND CURB AND GUTTER (SF NOTED
IN PLAN)
EX IRRIGATION DROP STRUCTURE (TO BE ABANDONED IN PLACE,
AND COVERED UP WITH FILL-IN OF EXISTING DITCH)
EX INLET AND STORM PIPE FIELD DRAIN (TO BE RELOCATED TO
EAST OF NEW RELOCATED DITCH, SEE GRADING AND UTILITY
PLANS)
EX FIRE HYDRANT, RESET TO FINISH GRADE; OR RELOCATE TO
PARKWAY & SET TO FINISH GRADE (SEE UTILITY PLAN)
EX UNDOCUMENTED FILL (SEE NOTE 10)
EX WATER VALVES: RELOCATE AND ADJUST VALVES TO FINISHED
GRADE
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
ASPEN
0'
SCALE: 1" = 100'
100'200'
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
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A
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NOT
F
O
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S
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I
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N
project no:
date:
SO
N
D
E
R
S
E
A
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T
FO
R
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C
O
L
L
I
N
S
,
C
O
L
O
R
A
D
O
EX
I
S
T
I
N
G
C
O
N
D
I
T
I
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N
A
N
D
D
E
M
O
L
I
T
I
O
N
P
L
A
N
C-006
6 84
AUGUST 7, 2024
105001
JRG
JRG
JRG
KEY MAP - 1" = 1000'
007
006
005
KEY MAP - 1" = 1000'
MATCH LINE
SEE SHEET C-007
Street Cut Note
LEGEND
ASPHALT REMOVAL
CONCRETE REMOVAL
MATCH LINE
SEE SHEET C-005
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C
-
0
0
7
RICHARDS LAKE ROAD
3
3
3
3
6
6
6"
8"
8"
8"
EX ROW EX ROW EX ROW
RICHARDS LAKE ROAD
EX CONC STRUCTURE, PIP
EX NO. 8 DITCH TO BE RELOCATED TO THE EAST AND RE-GRADED
AND IMPROVED FROM DOUGLAS ROAD, SOUTH TO COUNTY ROAD 52.
OLD DITCH TO BE FILLED-IN (SEE GRADING PLANS)
EX NO. 8 DITCH TO BE RELOCATED TO THE EAST AND RE-GRADED
AND IMPROVED FROM DOUGLAS ROAD, SOUTH TO COUNTY ROAD 52.
OLD DITCH TO BE FILLED-IN (SEE GRADING PLANS)
EX NO. 8 DITCH TO BE RE-GRADED AND IMPROVED FROM
DOUGLAS ROAD, SOUTH TO COUNTY ROAD 52
(SEE GRADING PLANS)
EX NO. 8 DITCH TO BE RE-GRADED AND IMPROVED FROM
DOUGLAS ROAD, SOUTH TO COUNTY ROAD 52
(SEE GRADING PLANS)
20
12
2
13
16 16
20
17 (1,385 SF)
4
11 11
11
11
11
11
11
11
10
10
10
10
10
10
18
19
EX PRESCRIPTIVE EASEMENT
W.
P
.
E
L
D
E
R
R
E
S
E
R
V
O
I
R
O
U
T
L
E
T
C
A
N
A
L
21
21
21
21
21
21
2121
BA
R
H
A
R
B
O
R
D
R
I
V
E
21
21
21
33
15(170 SF)
EX POND 100
PROP LIMITS OF DEVELOPMENT
PROP LIMITS OF DEVELOPMENT
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROP LIMITS OF DEVELOPMENT
PROP LIMITS OF DEVELOPMENT
PROPERTY BOUNDARY
TU
R
N
B
E
R
R
Y
R
D
(
C
R
1
1
)
W. P
.
E
L
D
E
R
R
E
S
E
R
V
O
I
R
O
U
T
L
E
T
CAN
A
L
W.
P
.
E
L
D
E
R
R
E
S
E
R
V
O
I
R
O
U
T
L
E
T
C
A
N
A
L
NOTES
1.SEE SHEET C-002 AND C-003 FOR GENERAL CONSTRUCTION NOTES, SYMBOLS, AND MASTER LEGEND.
2.EXISTING LOTS AND EASEMENTS WITHIN THE SONDERS EAST SITE WILL BE VACATED, AND RE-PLATTED. PLEASE
REFER TO SUBDIVISION PLAT FOR THIS PROJECT.
3.CONTRACTOR TO CONTACT ASSOCIATED UTILITY COMPANIES PRIOR TO ANY RELOCATION, DEMOLITION/REMOVAL,
OR ABANDONMENT OF EXISTING UTILITIES.
4.ANY ITEM NOT SHOWN TO BE REMOVED, ADJUSTED, DEMOLISHED, OR ABANDONED, SHALL BE PROTECTED IN
PLACE.
5.THE EXISTING NO. 8 DITCH IS PROPOSED TO BE RELOCATED TO THE EAST AND THE EXISTING DITCH FILLED-IN.
CONTRACTOR SHALL COORDINATE WITH THE OWNERS AND LARIMER WELD ON TIMING OF CONSTRUCTION FOR
COMPLETION OF THE NEW DITCH AND FILLING-IN THE OLD DITCH, SO AS NOT TO INTERRUPT SERVICE OF LARIMER
WELD TO PROVIDE IRRIGATION WATER TO ITS PATRONS.
6.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.
7.CONTRACTOR SHALL POTHOLE AND LOCATE THE HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING UTILITIES,
PRIOR TO CONSTRUCTION.
8.KEY NOTE LEGEND BELOW SHOWS ITEMS THAT APPLY TO SHEETS C-005 TO C-007.
9.THE EXISTING NO. 8 DITCH HAS NUMEROUS AREAS OF MISCELLANEIOUS DEBRIS, ALONG AND WITHIN THE EXISTING
DITCH, INCLUDING PORTIONS OF OLD CARS THAT MAY EXIST WITHIN THE BANKS OF THE EXISTING DITCH. ANY
MATERIALS DEEMED UNACCEPTABLE FOR FILLING-IN OF THE OLD DITCH, SHALL BE REMOVED AND DISPOSED OF
PROPERLY. ALL BIODEGRADABLE MATERIALS OR MATERIALS THAT ARE DEEMED ACCEPTABLE FOR FILLING IN THE
EXISTING DITCH, SHALL BE UTILIZED ACCORDINGLY.
10.STOCKPILED DIRT MAY CONTAIN NON-USABLE MATERIAL, AS MATERIAL APPEARS TO BE UNDOCUMENTED.
CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL ENGINEER ON CLASSIFYING MATERIAL AS USABLE OR
UNSUABLE FOR STRUCTURAL FILL. NON-STRUCTURL FILL MATERIAL MAY BE UTILIZED IN GREEN SPACES, WHERE
APPLCIABLE. JUNK, DEBRI, ETC... FOUND IN FILL MATERIAL SHALL BE DISPOSED OF PROPERLY AND SHALL NOT BE
USED IN FILL OF SITE OR WITH DIRT OPERATIONS.
11.PIP = PROTECT IN PLACE
12.TBR = TO BE REMOVED
13.THE CITY OF FORT COLLINS REQUIRES A PRE-CONSTRUCTION CONFERENCE PRIOR TO BREAKING GROUND FOR
THIS PROJECT.
KEY NOTE LEGEND .
EX BAKER LATERAL MANHOLE ADJUST TO FINAL GRADE
EX FIBER OPTIC OR TELEPHONE BOX/ PEDESTAL, RELOCATE &
ADJUST TO FINISH GRADE
EX TREES & SHRUBS, TBR (SEE SITE & LANDSCAPE PLANS FOR
FINAL LIST OF TREE DEMOLITION AND MITIGATION REQUIRED)
EX UTILITY SERVICE/MARKERS OR MISC. POSTS, TO BE REMOVED &
RELOCATED, AS APPLICABLE
EX IRRIGATION STRUCTURE TO BE REMOVED
EX RIP RAP TO BE REMOVED AND REUSED (SIZE AND AREA (SF) ON
PLANS)
EX STORM MH TO BE REMOVED (SIZE NOTED ON PLANS)
EX CONCRETE STORM DRAIN TO BE REMOVED ( DIA AND LENGTH
NOTED ON PLANS).
EX CONCRETE TO BE REMOVED (SF NOTED ON PLANS)
EX DIRT/GRAVEL DITCH RIDER ROAD (TBR & RELOCATED TO EAST)
EX SOD, JUNK, OR MISC. DEBRIS LOCATED IN OR ALONG DITCH
(SEE NOTE 9)
EX WATER SERVICE, REMOVE AND ABANDON AT THE MAIN
EX DOG WASTE STATION OR SIGNAGE/POST, TO BE RELOCATED
ADJUST VALVE AND VALVE BOX TO FINISHED GRADE
REMOVE EX ASPHALT PAVEMENT
REMOVE EX SIGNAGE
REMOVE EX CONC CROSS PAN AND CURB AND GUTTER (SF NOTED
IN PLAN)
EX IRRIGATION DROP STRUCTURE (TO BE ABANDONED IN PLACE,
AND COVERED UP WITH FILL-IN OF EXISTING DITCH)
EX INLET AND STORM PIPE FIELD DRAIN (TO BE RELOCATED TO
EAST OF NEW RELOCATED DITCH, SEE GRADING AND UTILITY
PLANS)
EX FIRE HYDRANT, RESET TO FINISH GRADE; OR RELOCATE TO
PARKWAY & SET TO FINISH GRADE (SEE UTILITY PLAN)
EX UNDOCUMENTED FILL (SEE NOTE 10)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
ASPEN
0'
SCALE: 1" = 100'
100'200'
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
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project no:
date:
SO
N
D
E
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FO
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C
O
L
L
I
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S
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C
O
L
O
R
A
D
O
EX
I
S
T
I
N
G
C
O
N
D
I
T
I
O
N
A
N
D
D
E
M
O
L
I
T
I
O
N
P
L
A
N
C-007
7 84
AUGUST 7, 2024
105001
JRG
JRG
JRG
KEY MAP - 1" = 1000'
007
006
005
KEY MAP - 1" = 1000'
MATCH LINE
SEE SHEET C-006
Street Cut Note
LEGEND
ASPHALT REMOVAL
CONCRETE REMOVAL
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C
-
0
0
6
1
2
3
4
BLK
1
BLK
1
BLK
1
5
6
7
8 9 10 11
BLK
2
5 6
BLK
3
BLK
4
BLK
5 BLK
6
BLK
7
1 2 3 4
8 7 6 5
9 10 11 12
16 15 14 13
1 2 3 4
8 7 6 5
1 2 3
6 5 4
13
12
14 15 16 17 18
BLK
1
BLK
1
BLK
1
19
20
21
22
23
24
25
26
27
28
29
1 2 3 4
5
6
7
8
9
10
11
16
17
18
19 2021
BLK
4
8 7
1 2
4 3
1 2
4 3
BLK
2 BLK
3
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
DR
I
V
E
MEADOW LARK ROAD
NATURE PARK WAY
NA
T
U
R
E
P
A
R
K
W
A
Y
GR
E
E
N
S
P
A
C
E
R
O
A
D
GRASSLAND ROAD
MOORLAND WAY
PARKLAND WAY
AMBLE LANE
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
MOORLAND WAY
PARKLAND WAY
AMBLE LANEAMBLE LANE
ST
E
R
N
W
H
E
E
L
E
R
C
O
U
R
T
25' DITCH & DITCH
ACCESS EASEMENT
REC NO. 200030157848
(TO BE VACATED BY
CURRENT PLAT)
PROP ROW
2
C-014
1
C-
0
1
4
R300'
R20
'R20
'
R20
'R20
'
R27
'
R45'
R71
'
R25
'
R25
'
36
'
63
'
5'
36'
63'
5'
R20
'R20
'
R20
'R20
'
R35
0
'
R2
7
'
R4
5
'
R71
'
R20
'
R20
'R20
'
R20
'
36'
63'
5'
36
'
30'
59'5'
63
'
5'R25
'
R25
'
MATCH LINE SEE SHEET C-009
EX PROPERTY BOUNDARY
EX PROPERTY BOUNDARY
36
'
63
'
5'
30'
59'
5'
PROP ROW
PROP DITCH EASEMENT
PROP DITCH EASEMENT
PROP TEMPORARY CONSTRUCTION EASEMENT
PROP TEMPORARY CONSTRUCTION EASEMENT
PROP DITCH EASEMENT
PROP DRAINAGE EASEMENT
PROP DRAINAGE EASEMENT
PROP IRRIGATION EASEMENT
PROP DRAINAGE EASEMENT
PROP DRAINAGE EASEMENT
PROP TOP (TOP OF BANK) OF NO. 8 DITCH
PROP BOTTOM (TOE OF SLOPE) OF NO. 8 DITCH
50'
50'
128
'
128'
78'
78
'
14
'
12
8
'
PROP TOP (TOP OF BANK) OF NO. 8 DITCH
PROP BOTTOM (TOE OF SLOPE) OF NO. 8 DITCH
14'
PROP BAKER LATERAL IRRIGATION EASEMENT
25'
PROP BAKER LATERAL IRRIGATION EASEMENT
25'
PROP 6' UTILITY
ESMT (TYP)
PROP 9' UTILITY
ESMT (TYP)
PROP 9' UTILITY
ESMT (TYP)
PROP 6' UTILITY
ESMT (TYP)
PROP 6' UTILITY
ESMT (TYP)
PROP 9' UTILITY
ESMT (TYP)
PROP 6' UTILITY
ESMT (TYP)
25' DITCH & DITCH
ACCESS EASEMENT
REC NO. 200030157848
(TO BE VACATED BY
CURRENT PLAT)
PROP CONC DROP STRUCTURE
PROP CONC DROP STRUCTURE
EX ROW
EX ROW
EX ROW
FUT ROW
EX PROPERTY BOUNDARY
PROP LIMITS OF DEVELOPMENT
PROP LIMITS OF DEVELOPMENT
PROP LIMITS OF DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP EDGE OF
NEW ASPHALT
MATCH EXISTING
EX EDGE OF
ASPHALT
PROP EDGE OF
NEW ASPHALT
EX EDGE OF
ASPHALT
PROPERTY CORNER
N 1475825.22
E 3128893.91
PROPERTY PIN
N 1474498.41
E 3130156.98
R2
0
0
'
R200'
R20'
R20'
R200'
R2
0
0
'
1
C-014
1
C-014
1
C-
0
1
4
2
C-014
R5
0
'
PROP 2'
ACCESS
ESMT.
PROP 2'
ACCESS
ESMT.
FUTURE 10' REGIONAL TRAIL BY OTHERS
PROPOSED 50' TRAIL AND NATURAL AREAS BUFFER EASEMENT
FUTURE 10' REGIONAL TRAIL BY OTHERS
PROPOSED 50' TRAIL AND NATURAL AREAS BUFFER EASEMENT
PROP 10'
SIDEWALK
PROP 10'
SIDEWALK
PROP 10'
SIDEWALK
FUTURE 10' REGIONAL TRAIL BY OTHERS
PROPOSED 50' TRAIL AND NATURAL AREAS BUFFER EASEMENT
20
'
20
'
20
'
20
'
PROP 6' UTILITY
ESMT (TYP)
PROP 6' UTILITY
ESMT (TYP)
TRACT A
TRACT B
TRACT ETRACT F
TRACT H
TRACT J
TRACT MTRACT NTRACT O
TRACT L
TRACT A
TRACT D
TR
A
C
T
P
TRACT G
TRACT C
TRACT I
TR
A
C
T
G
TRACT K
TRACT K
TRACT K
END PROP 10'
SIDEWALK, BEGIN
TEMPORARY 10'
ASPHALT PATH
TO NORTH
PROP PEDESTRIAN CROSSING W/ TRUNCATED DOME WARNING
WITH ASPHALT EXTENSION FOR BIKE MERGE WITH ROADWAY
PROP HC RAMP
PROP 10' WIDE TEMPORARY ASPHALT PATH
1
2
3
4
BLK1
BLK1
BLK1
5
6
7
8 9 10 11
BLK2
5 6
BLK3
BLK4
BLK5 BLK6
BLK
7
1 2 3 4
8 7 6 5
9 10 11 12
16 15 14 13
7 8 9 10
14 13 12 11
1 2 3 4
8 7 6 5
1 2 3
6 5 4
7 8 9 10
14 13 12 11
13
12
14 15 16 17 18
BLK1
BLK1
BLK1
19
20
21
22
23
24
25
26
27
28
29
30
31
32
36 35 34
33
1 2 3 4
5
6
7
8
9
10
11
12
13
1415
16
17
18
19 2021
BLK
4
BLK7BLK5
1 2 3 4 5 6 7 8 9 10 11
1516171819202526
3 4 5 6 7 8 9
11
12
14
15161718192021
BLK10 BLK10
BLK
11
BLK12
BLK14
1
2
3
4
5
6
7
8
9
BLK15
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
BLK15
BLK15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
303132333435363738
1
16
2
15
3
14
4
13
5
12
6
11
7
10
8
9
BLK15
BLK
15
BLK16
BLK17
BLK19
BLK18
BLK21
1
2
3
4
5
6
7
8
9
10
11
12
1
2
3
4
5
6
7
8
9
10
1
2
3
4
6 7 8
9
11
10
12
13
14
5
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19202122
1 2 3 4
5
6
7
8
9
101112131415
1 2 3 4 5 6 7 8 9 10 11
15
12 13 14
22
23242526272829
21
20
35 34
1 2 3 4 5 6 7 8 9
1011121314
1 2 3 4 5 6
7
8
9
10
11
12
14
16
17
18
19
20
22
15161718
19 20 21 22 23 24 25 26 27 28
BLK11
BLK14
27 28 29 30 31 32 33 34
35
36
37
38
39
47 46 45 44 43 42 41 40
BLK12
BLK12
BLK12
8 7
1 2
4 3
1 2
4 3
5 6
16 15
BLK2 BLK3
BLK1
BLK
20
MORNING STAR DRIVE
FA
I
R
W
A
T
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
CL
A
R
I
O
N
L
A
N
E
BRIGHTWATER DRIVE
CLIPPER WAY
FIELD VIEW ROAD
GREENSPACE WAY
FO
R
U
M
R
O
A
D
HIG
H
M
E
A
D
O
W
R
O
A
D
WE
L
L
N
E
S
S
R
O
A
D
WELL
N
E
S
S
R
O
A
D
HIGH
M
E
A
D
O
W
R
O
A
D
HIGH M
E
A
D
O
W
R
O
A
D
STA
R
D
U
S
T
W
A
Y
TRA
I
L
W
A
Y
R
O
A
D
WALKING STICK WAY
PATHWAY ROAD
PARKLAND ROAD
HIG
H
M
E
A
D
O
W
R
O
A
D
FIELD POINT WAY
ST
E
R
N
W
H
E
E
L
E
R
DR
I
V
E
MEADOW LARK ROAD
WANDER TRAIL
NATURE PARK WAY
NA
T
U
R
E
P
A
R
K
W
A
Y
GR
E
E
N
S
P
A
C
E
R
O
A
D
GR
E
E
N
S
P
A
C
E
R
O
A
D
GRASSLAND ROAD
MOORLAND WAY
PARKLAND WAY
AMBLE LANE
PLAY
P
A
R
K
L
A
N
E
TRAILS CROSSING LANE
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
BRIGHTWATER DRIVE
FA
I
R
W
A
T
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
BA
R
H
A
R
B
O
R
D
R
I
V
E
RICHARDS LAKE ROAD
(TWO LANE ARTERIAL)
RICHARDS LAKE ROAD
(TWO LANE ARTERIAL)
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
BRIGHTWATER DRIVE
MORNING STAR DRIVE
MOORLAND WAY
PARKLAND WAY
AMBLE LANE
PATHWAY LANE PATHWAY LANEPATHWAY LANE
STE
R
N
W
H
E
E
L
E
R
D
R
I
V
E
TRAILS CROSSING LANE
TRA
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E
AMBLE LANE
STE
R
N
W
H
E
E
L
E
R
C
O
U
R
T
1 2 3 4
7 6 5
8
11
9
10
BUILDING A3 STORY18 UNIT
BUILDING B3 STORY18 UNIT
BLK
8BLK8
24
12 13
14
212223
BLK9 BLK9
1021
13
22232425
BLK10 BLK10
BLK
11
30313233
16
17
18
19
23242526
21
15
13
BUILDING D3 STORY18 UNIT
BUILDING A3 STORY18 UNIT
NOTES
.
1.ALL DIMENSIONS ARE TO FLOWLINE, UNLESS NOTED OR SHOWN OTHERWISE. SEE TYPICAL
STREET SECTIONS, SHEET C-014.
2.SEE SHEET C-002 & C-003 FOR MASTER LEGEND, ABBREVIATIONS & GENERAL CONSTRUCTION
NOTES.
3.ALL PRIVATE DRIVES (20' AND 24' WIDE) ARE EMERGENCY ACCESS AND UTILITY EASEMENTS.
PLEASE REFER TO THE PLAT FOR ALL EASEMENTS.
ASPEN
0'
SCALE: 1" = 100'
100'200'
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:
SO
N
D
E
R
S
E
A
S
T
FO
R
T
C
O
L
L
I
N
S
,
C
O
L
O
R
A
D
O
HO
R
I
Z
O
N
T
A
L
C
O
N
T
R
O
L
P
L
A
N
(
N
O
R
T
H
)
C-008
8 84
AUGUST 7, 2024
105001
JRG
JRG
JRG
KEY MAP - 1" = 1000'
010
009
008
KEY MAP - 1" = 1000'
MATCH LINE
SEE SHEET C-009
Street Cut Note
LEGEND .
1
C-014
TYPICAL SECTION #
SHEET TYPICAL SECTION IS ON
LIMITS OF DEVELOPMENT
PROPOSED EASEMENT (AS NOTED IN PLAN)
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.
1
2
3
4
BLK1
BLK1
BLK1
5
6
7
8 9 10 11
BLK2
5 6
BLK3
BLK4
BLK5 BLK6
BLK
7
1 2 3 4
8 7 6 5
9 10 11 12
16 15 14 13
7 8 9 10
14 13 12 11
1 2 3 4
8 7 6 5
1 2 3
6 5 4
7 8 9 10
14 13 12 11
13
12
14 15 16 17 18
BLK1
BLK1
BLK1
19
20
21
22
23
24
25
26
27
28
29
30
31
32
36 35 34
33
1 2 3 4
5
6
7
8
9
10
11
12
13
1415
16
17
18
19 2021
BLK
4
BLK7BLK5
1 2 3 4 5 6 7 8 9 10 11
1516171819202526
3 4 5 6 7 8 9
11
12
14
15161718192021
BLK10 BLK10
BLK
11
BLK12
BLK14
1
2
3
4
5
6
7
8
9
BLK15
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
BLK15
BLK15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
303132333435363738
1
16
2
15
3
14
4
13
5
12
6
11
7
10
8
9
BLK15
BLK
15
BLK16
BLK17
BLK19
BLK18
BLK21
1
2
3
4
5
6
7
8
9
10
11
12
1
2
3
4
5
6
7
8
9
10
1
2
3
4
6 7 8
9
11
10
12
13
14
5
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19202122
1 2 3 4
5
6
7
8
9
101112131415
1 2 3 4 5 6 7 8 9 10 11
15
12 13 14
22
23242526272829
21
20
35 34
1 2 3 4 5 6 7 8 9
1011121314
1 2 3 4 5 6
7
8
9
10
11
12
14
16
17
18
19
20
22
15161718
19 20 21 22 23 24 25 26 27 28
BLK11
BLK14
27 28 29 30 31 32 33 34
35
36
37
38
39
47 46 45 44 43 42 41 40
BLK12
BLK12
BLK12
8 7
1 2
4 3
1 2
4 3
5 6
16 15
BLK2 BLK3
BLK1
BLK
20
MORNING STAR DRIVE
FA
I
R
W
A
T
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
CL
A
R
I
O
N
L
A
N
E
BRIGHTWATER DRIVE
CLIPPER WAY
FIELD VIEW ROAD
GREENSPACE WAY
FO
R
U
M
R
O
A
D
HIG
H
M
E
A
D
O
W
R
O
A
D
WE
L
L
N
E
S
S
R
O
A
D
WELL
N
E
S
S
R
O
A
D
HIGH
M
E
A
D
O
W
R
O
A
D
HIGH M
E
A
D
O
W
R
O
A
D
STA
R
D
U
S
T
W
A
Y
TRA
I
L
W
A
Y
R
O
A
D
WALKING STICK WAY
PATHWAY ROAD
PARKLAND ROAD
HIG
H
M
E
A
D
O
W
R
O
A
D
FIELD POINT WAY
ST
E
R
N
W
H
E
E
L
E
R
DR
I
V
E
MEADOW LARK ROAD
WANDER TRAIL
NATURE PARK WAY
NA
T
U
R
E
P
A
R
K
W
A
Y
GR
E
E
N
S
P
A
C
E
R
O
A
D
GR
E
E
N
S
P
A
C
E
R
O
A
D
GRASSLAND ROAD
MOORLAND WAY
PARKLAND WAY
AMBLE LANE
PLAY
P
A
R
K
L
A
N
E
TRAILS CROSSING LANE
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
BRIGHTWATER DRIVE
FA
I
R
W
A
T
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
BA
R
H
A
R
B
O
R
D
R
I
V
E
RICHARDS LAKE ROAD
(TWO LANE ARTERIAL)
RICHARDS LAKE ROAD
(TWO LANE ARTERIAL)
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
BRIGHTWATER DRIVE
MORNING STAR DRIVE
MOORLAND WAY
PARKLAND WAY
AMBLE LANE
PATHWAY LANE PATHWAY LANEPATHWAY LANE
STE
R
N
W
H
E
E
L
E
R
D
R
I
V
E
TRAILS CROSSING LANE
TRA
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E
AMBLE LANE
STE
R
N
W
H
E
E
L
E
R
C
O
U
R
T
1 2 3 4
7 6 5
8
11
9
10
BUILDING A3 STORY18 UNIT
BUILDING B3 STORY18 UNIT
BLK
8BLK8
24
12 13
14
212223
BLK9 BLK9
1021
13
22232425
BLK10 BLK10
BLK
11
30313233
16
17
18
19
23242526
21
15
13
BUILDING D3 STORY18 UNIT
BUILDING A3 STORY18 UNIT
NOTES
.
1.ALL DIMENSIONS ARE TO FLOWLINE, UNLESS NOTED OR SHOWN OTHERWISE. SEE TYPICAL
STREET SECTIONS, SHEET C-014.
2.SEE SHEET C-002 & C-003 FOR MASTER LEGEND, ABBREVIATIONS & GENERAL CONSTRUCTION
NOTES.
3.ALL PRIVATE DRIVES (20' AND 24' WIDE) ARE EMERGENCY ACCESS AND UTILITY EASEMENTS.
PLEASE REFER TO THE PLAT FOR ALL EASEMENTS.
4.PREVIOUS PLATTING FOR THE LIND FILING 2 DEVELOPMENT IS NOT SHOWN IN THIS PLAN, FOR
CLARITY PURPOSES. ALL PREVIOUS LOTS, EASEMENTS, ETC... FOR LIND FILING 2 ARE BEING
VACATED AND REPLATTED WITH THIS PROJECT. PLEASE REFER TO THE PLAT.
BLK
5 BLK
6
BLK
7
7 8 9 10
14 13 12 11
1 2 3 4
8 7 6 5
1 2 3
6 5 4
7 8
9
10
14 13
12
11
27
28
29
30
31
32
36
35
34
33
10
11
12
13
14
15
16
17
18
BLK
4
BLK
7BLK
5
1 2 3 4 5 6 7 8 9 10 11
1516171819202526
3 4 5 6 7 8 9
11
12
14
15161718192021
BLK
10
BLK
10
BLK
11
BLK
12
BLK
14
1
2
3
4
5
6
7
8
9
BLK
15
1
2
3
4
5
6
7
8
9
10
11
12
BLK
16
BLK
17
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19202122
1 2 3 4
5
6
7
8
9
101112131415
1 2 3 4 5 6 7 8 9 10 11
15
12 13 14
22
23242526272829
21
20
35 34
1 2 3 4 5 6 7 8 9
1011121314
1 2 3 4
5
6
7
8
9
10
11
12
14
16
17
18
19
20
22
15161718
19 20 21 22 23 24 25 26 27 28
BLK
11
BLK
14
27 28 29 30 31 32 33 34
35
36
37
38
39
47 46 45 44 43 42 41 40
BLK
12
BLK
12
BLK
12
1 2
4 3
5 6
16 15
BLK
1
MORNING STAR DRIVE
FA
I
R
W
A
T
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
BRIGHTWATER DRIVE
WEL
L
N
E
S
S
R
O
A
D
HIG
H
M
E
A
D
O
W
R
O
A
D
HIGH
M
E
A
D
O
W
R
O
A
D
STA
R
D
U
S
T
W
A
Y
TR
A
I
L
W
A
Y
R
O
A
D
WALKING STICK WAY
PATHWAY ROAD
PARKLAND ROAD
HI
G
H
M
E
A
D
O
W
R
O
A
D
FIELD POINT WAY
ST
E
R
N
W
H
E
E
L
E
R
DR
I
V
E
WANDER T
R
A
I
L
NA
T
U
R
E
P
A
R
K
W
A
Y
GR
E
E
N
S
P
A
C
E
R
O
A
D
AMBLE LANE
PLAY
P
A
R
K
L
A
N
E
TRAILS CROSSING LANE
BRIGHTWATER DRIVE
FA
I
R
W
A
T
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
BRIGHTWATER DRIVE
MORNING STAR DRIVE
AMBLE LANE
PATHWAY LANE PATHWAY LANEPATHWAY LANE
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
TRAILS CROSSING LANE
TRA
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E
AMBLE LANE
1 2 3 4
7 6 5
8
11
9
10
BUILDING A
3 STORY
18 UNIT
BUILDING B
3 STORY
18 UNIT
BLK
8
BLK
8
24
12 13
14
212223
BLK
9
BLK
9
1021
13
22232425
BLK
10
BLK
10
BLK
11
30313233
16
17
18
19
23242526
21
15
13
BUILDING D
3 STORY
18 UNIT
BUILDING A
3 STORY
18 UNIT
WA
T
E
R
S
E
D
G
E
SE
C
O
N
D
F
I
L
I
N
G
W. P
.
E
L
D
E
R
R
E
S
E
R
V
O
I
R
O
U
T
L
E
T
CAN
A
L
BLOCK 9
LIND PROPERTY
REC. NO.
200030150497
TRACT B
LIND PROPERTY
REC. NO.
200030150497
EX PROPERTY
BOUNDARY
25' DITCH & DITCH
ACCESS EASEMENT
REC NO. 200030157848
(TO BE VACTED BY
CURRENT PLAT)
TEMPORARY GRADING &
ACCESS EASEMENT
REC. NO. 200030106735 &
REC. NO. 200030138542
30' SLOPE EASEMENT
REC. NO. 99045031 &
REC. NO. 99045032
1
C-
0
1
4
R20
'R20
'
36
'
63
'
5'
63'
5'
R27
'
R45'
R71
'
36
'
63
'
5'
R20
'
R20
'
36'
63'
5'
36'
63'
5'
R27'
R4
5
'
R71
'
R4
0
0
'
R4
0
0
'
R400'
R3
0
0
'
R30
0
'
R275'
R275'
R20
'R20
'
R8'
R20
'
R20
'
16
'
66
'
93
'
5'
R25
'
R25
'
64.19'
36
'
63
'
5'
36
'
63
'
5'
36
'
63
'
5'
30'
R20
'
R20
'
R2
0
'
R20'
R2
0
'
R20'
R20
'
R20'
R20
'
R20'
R20
'
R2
0
'
R45'
R68'
R30
'
30
'
59
'
5'
36'
63'
5'
30'
36'
63'
5'
36'
63'
5'
R2
0
'
R20'
R165'
MATCH LINE SEE SHEET C-008
MAT
C
H
L
I
N
E
S
E
E
S
H
E
E
T
C
-
0
1
0
PROP BAKER LATERAL
IRRIGATION EASEMENT 25'
25' DITCH & DITCH
ACCESS EASEMENT
REC NO. 200030157848
(TO BE VACATED BY
CURRENT PLAT)
R1
0
0
'
R3
'
R200'
R2
0
0
'
4
C-
0
1
4
4
C-
0
1
4
4
C-0
1
4
4
C-014
5
C-
0
1
4
5C-014
5
C-
0
1
4
4C-0
1
4
4
C-
0
1
4
4
C-
0
1
4
5
C-
0
1
4
1
C-
0
1
4
1
C-
0
1
4
1
C-014
1
C-014
1
C-014
3
C-
0
1
4
1
C-
0
1
4
1C-014
1
C-
0
1
4
2C-
0
1
4
1
C-014
1
C-014
36'
63'
5'
20
'
20'
20'20
'
20
'
20
'
20
'
20
'
24
'
24
'
20
'
20
'
24
'
24
'
24'
24'
19'
9'
R2
1
4
.
5
'
R214.5'
R2
0
0
'
R200'
R20
'
R20
'
R20
'
R20
'
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
EX ROW
PROP ROW
EX ROW
PROP ROW
EX PROPERTY
BOUNDARY
PROP EDGE
OF NEW
ASPHALT
EX EDGE OF
ASPHALT
PROP EDGE OF
NEW ASPHALT
EX EDGE OF
ASPHALT
PROP 6' UTILITY
ESMT (TYP)
PROP 9' UTILITY
ESMT (TYP)
PROP 6' UTILITY
ESMT (TYP)
PROP BAKER LATERAL
IRRIGATION EASEMENT
25'
20'
PROP DRAINAGE EASEMENT
PROP DRAINAGE EASEMENT
PROP DRAINAGE EASEMENT
PROP 6' UTILITY
ESMT (TYP)
PROP 9' UTILITY
ESMT (TYP)
EX PROPERTY BOUNDARY
EX PROPERTY BOUNDARY
PROPERTY PIN
N 1473996.97
E 3130230.01
PROPERTY PIN
N 1473208.48
E 3130531.87
PROP LIMITS OF
DEVELOPMENT
EX PROPERTY
BOUNDARY
6
C-014
R27
5
'
R40
0
'
FUTURE 10' REGIONAL TRAIL BY OTHERS
PROPOSED 50' TRAIL AND NATURAL AREAS BUFFER EASEMENT
26'
EAE
26
'
EA
E
26
'
EA
E
17
'
17
'
17'
17'
17
'
R20
'
R20
'
PROP 6' UTILITY
ESMT (TYP)
PROP 6' UTILITY
ESMT (TYP)
24
'
24
'
24
'
24
'
20'
24'
24
'
R20'
R20'
R2
0
'
R20'
R20
'
R20
'
PROP 9' UTILITY
ESMT (TYP)
PROP 10'
SIDEWALK
PROP 10'
SIDEWALK
PROP 10'
SIDEWALK
5
C-
0
1
4
5
C-
0
1
4
26
'
26
'
26'
5'
6'
6'
5'5'
4'
24'
20'
20'
24'
20'
PROP 6' UTILITY
ESMT (TYP)
PROP 6' UTILITY
ESMT (TYP)
PROP 6' UTILITY
ESMT (TYP)
PROP 6' UTILITY
ESMT (TYP)
8'8'8'
8'
8'
6'
4'4'
5'
8'
8'
4'
8'
4'
24
'
24
'
20
'
PROP 9' UTILITY
ESMT (TYP)
PROP 9' UTILITY
ESMT (TYP)
PROP 9' UTILITY
ESMT (TYP)
PROP 6' UTILITY
ESMT (TYP)
TR
A
C
T
X
TRACT
X TRACT
AA
TR
A
C
T
B
B
TR
A
C
T
M
M
TRACT S
TRACT MTRACT NTRACT O
TR
A
C
T
R
TRACT T
TRACT U
TRACT P
TRACT V
TRACT W
TRACT X
TRACT Y
TRACT Z
TR
A
C
T
Z
TR
A
C
T
H
H
TRACT
CC
TR
A
C
T
E
E
TR
A
C
T
F
F
TR
A
C
T
G
G
TR
A
C
T
I
I
TR
A
C
T
J
J
TRACT LL
TRA
C
T
O
O
TRA
C
T
P
P
TRACT QQ
TRA
C
T
T
T
TRACT UU
TRA
C
T
B
B
B
TRA
C
T
C
C
C
TRACT EEE
TRACT DDD
TRACT PPP
TRACT NNN
TRA
C
T
V
V
TRACT AAA
TRACT QQ
TRACT K
TRACT Q
TRA
C
T
Z
TRA
C
T
L
L
TR
A
C
T
N
N
TRACT MMM
TRACT QQQ
TR
A
C
T
P
P
P
TRACT OOO
TR
A
C
T
P
TR
A
C
T
X
TRA
C
T
A
A
A
TRA
C
T
E
E
E
TRA
C
T
Y
Y
TRA
C
T
X
X
TRACT RRR
TRACT RR
TRACT SS TRACT SS
TRA
C
T
W
W
TR
A
C
T
W
TR
A
C
T
W
TRA
C
T
D
D
TRACT Z
TRACT KK
TR
A
C
T
L
L
TR
A
C
T
P
TR
A
C
T
P
TRACT P
TRACT P
TRACT
OOO
TRACT OOO
TR
A
C
T
Z
TR
A
C
T
Z
TRA
C
T
Z
TR
A
C
T
X
TR
A
C
T
X
TR
A
C
T
X
TRACT X
TR
A
C
T
W
TR
A
C
T
W
TR
A
C
T
W
TR
A
C
T
W
TR
A
C
T
P
P
P
TRACT TT TRACT TT
TRACT RR
TR
A
C
T
Q
Q
TRA
C
T
V
V
TRACT V
TRACT V
TR
A
C
T
V
TRACT MMM
TRA
C
T
A
A
A
TRACT QQ
ASPEN
0'
SCALE: 1" = 100'
100'200'
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:
SO
N
D
E
R
S
E
A
S
T
FO
R
T
C
O
L
L
I
N
S
,
C
O
L
O
R
A
D
O
HO
R
I
Z
O
N
T
A
L
C
O
N
T
R
O
L
P
L
A
N
(
S
O
U
T
H
)
C-009
9 84
AUGUST 7, 2024
105001
JRG
JRG
JRG
KEY MAP - 1" = 1000'
010
009
008
KEY MAP - 1" = 1000'Street Cut Note
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.
LEGEND .
1
C-014
TYPICAL SECTION #
SHEET TYPICAL SECTION IS ON
LIMITS OF DEVELOPMENT
PROPOSED EASEMENT (AS NOTED IN PLAN)
1
2
3
4
BLK1
BLK1
BLK1
5
6
7
8 9 10 11
BLK2
5 6
BLK3
BLK4
BLK5 BLK6
BLK
7
1 2 3 4
8 7 6 5
9 10 11 12
16 15 14 13
7 8 9 10
14 13 12 11
1 2 3 4
8 7 6 5
1 2 3
6 5 4
7 8 9 10
14 13 12 11
13
12
14 15 16 17 18
BLK1
BLK1
BLK1
19
20
21
22
23
24
25
26
27
28
29
30
31
32
36 35 34
33
1 2 3 4
5
6
7
8
9
10
11
12
13
1415
16
17
18
19 2021
BLK
4
BLK7BLK5
1 2 3 4 5 6 7 8 9 10 11
1516171819202526
3 4 5 6 7 8 9
11
12
14
15161718192021
BLK10 BLK10
BLK
11
BLK12
BLK14
1
2
3
4
5
6
7
8
9
BLK15
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
BLK15
BLK15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
303132333435363738
1
16
2
15
3
14
4
13
5
12
6
11
7
10
8
9
BLK15
BLK
15
BLK16
BLK17
BLK19
BLK18
BLK21
1
2
3
4
5
6
7
8
9
10
11
12
1
2
3
4
5
6
7
8
9
10
1
2
3
4
6 7 8
9
11
10
12
13
14
5
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19202122
1 2 3 4
5
6
7
8
9
101112131415
1 2 3 4 5 6 7 8 9 10 11
15
12 13 14
22
23242526272829
21
20
35 34
1 2 3 4 5 6 7 8 9
1011121314
1 2 3 4 5 6
7
8
9
10
11
12
14
16
17
18
19
20
22
15161718
19 20 21 22 23 24 25 26 27 28
BLK11
BLK14
27 28 29 30 31 32 33 34
35
36
37
38
39
47 46 45 44 43 42 41 40
BLK12
BLK12
BLK12
8 7
1 2
4 3
1 2
4 3
5 6
16 15
BLK2 BLK3
BLK1
BLK
20
MORNING STAR DRIVE
FA
I
R
W
A
T
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
CL
A
R
I
O
N
L
A
N
E
BRIGHTWATER DRIVE
CLIPPER WAY
FIELD VIEW ROAD
GREENSPACE WAY
FO
R
U
M
R
O
A
D
HIG
H
M
E
A
D
O
W
R
O
A
D
WE
L
L
N
E
S
S
R
O
A
D
WELL
N
E
S
S
R
O
A
D
HIGH
M
E
A
D
O
W
R
O
A
D
HIGH M
E
A
D
O
W
R
O
A
D
STA
R
D
U
S
T
W
A
Y
TRA
I
L
W
A
Y
R
O
A
D
WALKING STICK WAY
PATHWAY ROAD
PARKLAND ROAD
HIG
H
M
E
A
D
O
W
R
O
A
D
FIELD POINT WAY
ST
E
R
N
W
H
E
E
L
E
R
DR
I
V
E
MEADOW LARK ROAD
WANDER TRAIL
NATURE PARK WAY
NA
T
U
R
E
P
A
R
K
W
A
Y
GR
E
E
N
S
P
A
C
E
R
O
A
D
GR
E
E
N
S
P
A
C
E
R
O
A
D
GRASSLAND ROAD
MOORLAND WAY
PARKLAND WAY
AMBLE LANE
PLAY
P
A
R
K
L
A
N
E
TRAILS CROSSING LANE
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
BRIGHTWATER DRIVE
FA
I
R
W
A
T
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
BA
R
H
A
R
B
O
R
D
R
I
V
E
RICHARDS LAKE ROAD
(TWO LANE ARTERIAL)
RICHARDS LAKE ROAD
(TWO LANE ARTERIAL)
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
BRIGHTWATER DRIVE
MORNING STAR DRIVE
MOORLAND WAY
PARKLAND WAY
AMBLE LANE
PATHWAY LANE PATHWAY LANEPATHWAY LANE
STE
R
N
W
H
E
E
L
E
R
D
R
I
V
E
TRAILS CROSSING LANE
TRA
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E
AMBLE LANE
STE
R
N
W
H
E
E
L
E
R
C
O
U
R
T
1 2 3 4
7 6 5
8
11
9
10
BUILDING A3 STORY18 UNIT
BUILDING B3 STORY18 UNIT
BLK
8BLK8
24
12 13
14
212223
BLK9 BLK9
1021
13
22232425
BLK10 BLK10
BLK
11
30313233
16
17
18
19
23242526
21
15
13
BUILDING D3 STORY18 UNIT
BUILDING A3 STORY18 UNIT
NOTES
.
1.ALL DIMENSIONS ARE TO FLOWLINE, UNLESS NOTED OR SHOWN OTHERWISE. SEE TYPICAL
STREET SECTIONS, SHEET C-014.
2.SEE SHEET C-002 & C-003 FOR MASTER LEGEND, ABBREVIATIONS & GENERAL CONSTRUCTION
NOTES.
3.ALL PRIVATE DRIVES (20' AND 24' WIDE) ARE EMERGENCY ACCESS AND UTILITY EASEMENTS.
PLEASE REFER TO THE PLAT FOR ALL EASEMENTS.
4.PREVIOUS PLATTING FOR THE LIND FILING 2 DEVELOPMENT IS NOT SHOWN IN THIS PLAN, FOR
CLARITY PURPOSES. ALL PREVIOUS LOTS, EASEMENTS, ETC... FOR LIND FILING 2 ARE BEING
VACATED AND RE-PLATTED WITH THIS PROJECT. PLEASE REFER TO THE PLAT
BLK
14
1
2
3
4
5
6
7
8
9
BLK
15
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
BLK
15
BLK
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
303132333435363738
1
16
2
15
3
14
4
13
5
12
6
11
7
10
8
9
BLK
15
BLK
15
BLK
16
BLK
17
BLK
19
BLK
18
BLK
21
1
2
3
4
5
6
7
8
9
10
11
12
1
2
3
4
5
6
7
8
9
10
1
2
3
4
6 7 8
9
11
10
12
13
14
5
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19202122
1 2 3 4
5
6
7
8
9
101112131415
7
8
9
10
11
12
14
16
17
18
19
20
BLK
14
33 34
35
36
37
38
39
41 40
BLK
12
BLK
20
CL
A
R
I
O
N
L
A
N
E
BRIGHTWATER DRIVE
CLIPPER WAY
FIELD VIEW ROAD
GREENSPACE WAY
FO
R
U
M
R
O
A
D
HI
G
H
M
E
A
D
O
W
R
O
A
D
WE
L
L
N
E
S
S
R
O
A
D
WEL
L
N
E
S
S
R
O
A
D
HIG
H
M
E
A
D
O
W
R
O
A
D
HIGH
M
E
A
D
O
W
R
O
A
D
STA
R
D
U
S
T
W
A
Y
TR
A
I
L
W
A
Y
R
O
A
D
PLAY
P
A
R
K
L
A
N
E
BA
R
H
A
R
B
O
R
D
R
I
V
E
RICHARDS LAKE ROAD
(TWO LANE ARTERIAL)
RICHARDS LAKE ROAD
(TWO LANE ARTERIAL)
TRAILS CROSSING LANE
TRA
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E
19
15
13
TRACT B
LIND PROPERTY
REC. NO.
200030150497
36'
63'
5'
36'
63'
5'
R2
0
'
R20'
R2
0
'
R20'
R2
0
'
R20'
R2
7
5
'
R165
'
36'
63'
5'
36
'
63
'
5'
30'
59'
5'
30
'
59
'
5'
30
'
59
'
5'
36'
63'
5'
33'
61'
5'
30'
59'
5'
30'
59'
5'
30'
59'
5'
R20
'R20
'
R20
'R20
'R30
'
R4
5
'
R68'
R30
'
R45'
R68
'
R20
'
R20
'
R20
'
R20
'
R165'
R20
'
R20
'R20
'R20
'
R20
'R20
'
MAT
C
H
L
I
N
E
S
E
E
S
H
E
E
T
C
-
0
0
9
R2
0
0
'
R200'
1
C-
0
1
4
4
C-
0
1
4
1C-0
1
4
1C-0
1
4
1
C-0
1
4
1
C-0
1
4
2
C-014 2
C-014
2
C-014
2
C-
0
1
4
2
C-
0
1
4
4C-0
1
4
4
C-
0
1
4
R20'
R20
'
36
'
63
'
5'
2
C-014
30'
59'
5'
(TO BE VACTED BY
CURRENT PLAT)
PROP DRAINAGE EASEMENT
EX PROPERTY BOUNDARY
PROPERTY PIN
N 1473208.48
E 3130531.87
EX PROPERTY BOUNDARY
PROP DRAINAGE EASEMENT
EX PROPERTY BOUNDARY
PROP CONC WINGWALL/ RETAINING WALL
PROP LIMITS OF DEVELOPMENT
PROP LIMITS OF DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT PROP MSE
WALLS
PROP LIMITS OF DEVELOPMENT
PROP TEMPORARY CONSTRUCTION EASEMENT
50'
PROP TEMPORARY CONSTRUCTION EASEMENT
50'
PROP CONC DROP STRUCTURE
25' DITCH & DITCH
ACCESS EASEMENT
REC NO. 200030157848
(TO BE VACATED BY
CURRENT PLAT)
PROP DRAINAGE EASEMENT
PROP DRAINAGE EASEMENT
EX PRESCRIPTIVE
EASEMENT
PROP DITCH EASEMENT
PROP TOP (TOP OF BANK) OF NO. 8 DITCH
PROP BOTTOM (TOE OF SLOPE) OF NO. 8 DITCH
112'
62'
14'
PROP LIMITS OF DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP DITCH EASEMENT
PROP TOP (TOP OF BANK) OF NO. 8 DITCH
PROP BOTTOM (TOE OF SLOPE) OF NO. 8 DITCH
112'
62'
14'
PROP LIMITS OF DEVELOPMENT
EX PROPERTY BOUNDARY
PROP CONC C&G W/ 2' ASPHALT PATCH
EX PROPERTY
BOUNDARY
PROP LIMITS OF
DEVELOPMENT
25' DITCH & DITCH
ACCESS EASEMENT
REC NO. 200030157848
(TO BE VACATED BY
CURRENT PLAT)
PROP 6' UTILITY
ESMT (TYP)
PROP 9' UTILITY
ESMT (TYP)
PROP 6'
UTILITY
ESMT
(TYP)
PROP 6'
UTILITY
ESMT
(TYP)
PROP 9' UTILITY
ESMT (TYP)
PROP 6' UTILITY
ESMT (TYP)
PROPERTY PIN
N 1472837.81
E 3130794.74
PROPERTY PIN
N 1472120.73
E 3131459.37
PROP DRAINAGE EASEMENT
20
'
20
'
20'
R20'R2
0
'FUTURE 10' REGIONAL TRAIL BY OTHERS
PROPOSED 50' TRAIL AND NATURAL AREAS BUFFER EASEMENT
FUTURE 10' REGIONAL TRAIL BY OTHERS
PROPOSED 50' TRAIL AND NATURAL AREAS BUFFER EASEMENT
FUTURE 10' REGIONAL TRAIL BY OTHERS
PROPOSED 50' TRAIL AND NATURAL AREAS BUFFER EASEMENT
R20'
R2
0
'
PROP 9' UTILITY
ESMT (TYP)
PROP 9' UTILITY
ESMT (TYP)
PROP 9' UTILITY
ESMT (TYP)
PROP 6' UTILITY
ESMT (TYP)
TRA
C
T
O
O
TRA
C
T
P
P
TRACT QQ
TRA
C
T
T
T
TRACT UU
TRA
C
T
B
B
B
TRA
C
T
C
C
C
TRACT EEE
TRACT DDD
TRACT HHH
TRACT GGG
TRACT FFF
TRACT III
TRACT JJJ
TRACT LLL
TRA
C
T
V
V
TRACT AAA
TRACT FFF
TRACT LLL
TRA
C
T
L
L
TR
A
C
T
N
N
TR
A
C
T
F
F
F
TRACT HHH
TRACT MMM
TRA
C
T
A
A
A
TRA
C
T
E
E
E
TRA
C
T
Z
Z
TRA
C
T
Y
Y
TRA
C
T
X
X
TRA
C
T
W
W
TRACT LL
TRACT TT
TR
A
C
T
Q
Q
TRACT QQTRACT QQ
TRA
C
T
V
V
ASPEN
0'
SCALE: 1" = 100'
100'200'
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:
SO
N
D
E
R
S
E
A
S
T
FO
R
T
C
O
L
L
I
N
S
,
C
O
L
O
R
A
D
O
HO
R
I
Z
O
N
T
A
L
C
O
N
T
R
O
L
P
L
A
N
(
S
O
U
T
H
E
A
S
T
)
C-010
10 84
AUGUST 7, 2024
105001
JRG
JRG
JRG
KEY MAP - 1" = 1000'
010
009
008
KEY MAP - 1" = 1000'
Street Cut Note
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.
LEGEND .
1
C-014
TYPICAL SECTION #
SHEET TYPICAL SECTION IS ON
LIMITS OF DEVELOPMENT
PROPOSED EASEMENT (AS NOTED IN PLAN)
1
2
3
4
BLK1
BLK1
BLK1
5
6
7
8 9 10 11
BLK2
5 6
BLK3
BLK4
BLK5 BLK6
BLK
7
1 2 3 4
8 7 6 5
9 10 11 12
16 15 14 13
7 8 9 10
14 13 12 11
1 2 3 4
8 7 6 5
1 2 3
6 5 4
7 8 9 10
14 13 12 11
13
12
14 15 16 17 18
BLK1
BLK1
BLK1
19
20
21
22
23
24
25
26
27
28
29
30
31
32
36 35 34
33
1 2 3 4
5
6
7
8
9
10
11
12
13
1415
16
17
18
19 2021
BLK
4
BLK7BLK5
1 2 3 4 5 6 7 8 9 10 11
1516171819202526
3 4 5 6 7 8 9
11
12
14
15161718192021
BLK10 BLK10
BLK
11
BLK12
BLK14
1
2
3
4
5
6
7
8
9
BLK15
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
BLK15
BLK15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
303132333435363738
1
16
2
15
3
14
4
13
5
12
6
11
7
10
8
9
BLK15
BLK
15
BLK16
BLK17
BLK19
BLK18
BLK21
1
2
3
4
5
6
7
8
9
10
11
12
1
2
3
4
5
6
7
8
9
10
1
2
3
4
6 7 8
9
11
10
12
13
14
5
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19202122
1 2 3 4
5
6
7
8
9
101112131415
1 2 3 4 5 6 7 8 9 10 11
15
12 13 14
22
23242526272829
21
20
35 34
1 2 3 4 5 6 7 8 9
1011121314
1 2 3 4 5 6
7
8
9
10
11
12
14
16
17
18
19
20
22
15161718
19 20 21 22 23 24 25 26 27 28
BLK11
BLK14
27 28 29 30 31 32 33 34
35
36
37
38
39
47 46 45 44 43 42 41 40
BLK12
BLK12
BLK12
8 7
1 2
4 3
1 2
4 3
5 6
16 15
BLK2 BLK3
BLK1
BLK
20
MORNING STAR DRIVE
FA
I
R
W
A
T
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
CL
A
R
I
O
N
L
A
N
E
BRIGHTWATER DRIVE
CLIPPER WAY
FIELD VIEW ROAD
GREENSPACE WAY
FO
R
U
M
R
O
A
D
HIG
H
M
E
A
D
O
W
R
O
A
D
WE
L
L
N
E
S
S
R
O
A
D
WELL
N
E
S
S
R
O
A
D
HIGH
M
E
A
D
O
W
R
O
A
D
HIGH M
E
A
D
O
W
R
O
A
D
STA
R
D
U
S
T
W
A
Y
TRA
I
L
W
A
Y
R
O
A
D
WALKING STICK WAY
PATHWAY ROAD
PARKLAND ROAD
HIG
H
M
E
A
D
O
W
R
O
A
D
FIELD POINT WAY
ST
E
R
N
W
H
E
E
L
E
R
DR
I
V
E
MEADOW LARK ROAD
WANDER TRAIL
NATURE PARK WAY
NA
T
U
R
E
P
A
R
K
W
A
Y
GR
E
E
N
S
P
A
C
E
R
O
A
D
GR
E
E
N
S
P
A
C
E
R
O
A
D
GRASSLAND ROAD
MOORLAND WAY
PARKLAND WAY
AMBLE LANE
PLAY
P
A
R
K
L
A
N
E
TRAILS CROSSING LANE
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
BRIGHTWATER DRIVE
FA
I
R
W
A
T
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
BA
R
H
A
R
B
O
R
D
R
I
V
E
RICHARDS LAKE ROAD
(TWO LANE ARTERIAL)
RICHARDS LAKE ROAD
(TWO LANE ARTERIAL)
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
BRIGHTWATER DRIVE
MORNING STAR DRIVE
MOORLAND WAY
PARKLAND WAY
AMBLE LANE
PATHWAY LANE PATHWAY LANEPATHWAY LANE
STE
R
N
W
H
E
E
L
E
R
D
R
I
V
E
TRAILS CROSSING LANE
TRA
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E
AMBLE LANE
STE
R
N
W
H
E
E
L
E
R
C
O
U
R
T
1 2 3 4
7 6 5
8
11
9
10
BUILDING A3 STORY18 UNIT
BUILDING B3 STORY18 UNIT
BLK
8BLK8
24
12 13
14
212223
BLK9 BLK9
1021
13
22232425
BLK10 BLK10
BLK
11
30313233
16
17
18
19
23242526
21
15
13
BUILDING D3 STORY18 UNIT
BUILDING A3 STORY18 UNIT
KEY NOTE LEGEND .
CHANNELIZING LINE WHITE 4" WIDE (TYP.)
CHANNELIZING LINE 2-YELLOW, (SOLID) 4" WIDE (TYP.)
STOP LINE PER LCUASS STD. DRAWING 1404 (TYP.)
CROSS WALK MARKING PER LCUASS STD. DRAWING 1404 (TYP.)
BICYCLE LANE PAVEMENT MARKING PER LCUASS STD. DRAWING
1406 (TYP.)
INSTALL RIGHT/LEFT TURN ONLY PAVEMENT MARKING
CHANNELIZING LINE WHITE 8" WIDE (TYP.)
INSTALL STOP SIGN (R1-1) & STREET NAME SIGN
INSTALL PEDESTRIAN CROSSING SIGN. W11-2, W16-7P
INSTALL PRIVATE DRIVE STREET SIGN
INSTALL SPEED LIMIT SIGN. R-2-1-25A
INSTALL OBJECT MARKER SIGN. OM4-2 (RED ON BLACK)
INSTALL FIRE LANE NO PARKING SIGN. R-8-31
INSTALL STREET SIGN.
INSTALL NO PARKING ANYTIME SIGN R7-9a
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
SIGNAGE LEGEND
FIRE
LANE
PARKING
NO
R8-31
18
"
12"
STOP
R1-1
FORT COLLINS
OM-4-2
W11-2
W16-7P
25
SPEED
LIMIT
R2-1-25A
W11-2
W16-9PAHEAD
BIKEWAY
RIGHT LANE
BIKES &
EMERGENCY
PARKING
ONLY
SPECIAL
BIKEWAY
NOTES
.
1.ALL DIMENSIONS ARE TO FLOWLINE, UNLESS NOTED OR SHOWN OTHERWISE. SEE TYPICAL STREET
SECTIONS, SHEET C-0014.
2.SEE SHEET C-002 & C-003 FOR MASTER LEGEND, ABBREVIATIONS & GENERAL CONSTRUCTION
NOTES.
3.SEE DETAIL SHEETS FOR STOP, STREET NAME, & SIGN POST DETAILS. SEE THIS SHEET FOR SIGN
LEGEND.
4.CONTRACTOR SHALL INSTALL STRIPING, SIGNAGE AND SIGN POST IN ACCORDANCE WITH MUTCD
AND THE CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS. .
5.PAINTED 4" STRIPES SHALL BE EPOXY PAINT.
6.STRIPING DIMENSIONS SHOWN ARE FROM CENTER OF STRIPE, UNLESS OTHERWISE NOTED.
7.PLEASE REFER TO THE GEOTECHNICAL REPORT, BY CTL THOMPSON, FOR EXCAVATION, GRADING,
AND PAVING RECOMMENDATIONS AND REQUIREMENTS FOR THE PROJECT SITE.
8.EXISTING UTILITIES AND TREES NOT SHOWN FOR CLARITY. SEE DEMOLITION PLAN AND
LANDSCAPE PLANS FOR EXISTING TREES TO REMAIN OR BE REMOVED.
9.PLEASE REFER TO THE PLAT FOR ALL EASEMENTS.
PROP 2'
ACCESS
ESMT.
TRACT D
TRACT G
TRACT I
TR
A
C
T
G
1
2
3
4
BLK
1
BLK
1
BLK
1
5
6
7
8 9 10 11
BLK
2
5 6
BLK
3
BLK
4
BLK
5 BLK
6
BLK
7
1 2 3 4
8 7 6 5
9 10 11 12
16 15 14 13
1 2 3 4
8 7 6 5
1 2 3
6 5 4
13
12
14 15 16 17 18
BLK
1
BLK
1
BLK
1
19
20
21
22
23
24
25
26
27
28
29
1 2 3 4
5
6
7
8
9
10
11
16
17
18
19 2021
BLK
4
8 7
1 2
4 3
1 2
4 3
BLK
2 BLK
3
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
DR
I
V
E
MEADOW LARK ROAD
NATURE PARK WAY
NA
T
U
R
E
P
A
R
K
W
A
Y
GR
E
E
N
S
P
A
C
E
R
O
A
D
GRASSLAND ROAD
MOORLAND WAY
PARKLAND WAY
AMBLE LANE
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
MOORLAND WAY
PARKLAND WAY
AMBLE LANEAMBLE LANE
ST
E
R
N
W
H
E
E
L
E
R
C
O
U
R
T
8
8
8
8
8
88
8
8
10' TRAVEL LANES
WITH 8' PARKING
10' TRAVEL LANES
WITH 8' PARKING
10' TRAVEL LANES
WITH 8' PARKING
10' TRAVEL LANES
WITH 8' PARKING
10' TRAVEL LANES
WITH 8' PARKING
10' TRAVEL LANES
WITH 8' PARKING
8' TRAVEL LANES
WITH 7' PARKING
8' TRAVEL LANES
WITH 7' PARKING
8' TRAVEL LANES
WITH 7' PARKING
10' TRAVEL LANES
WITH 8' PARKING
PROP ROW
EX PROPERTY BOUNDARY
PROP ROW
PROP DRAINAGE EASEMENT
PROP DRAINAGE EASEMENT
EX ROW
EX ROW
EX ROW
FUT ROW
EX PROPERTY BOUNDARY
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP EDGE OF
NEW ASPHALT
MATCH EXISTING
EX EDGE OF
ASPHALT
PROP EDGE OF
NEW ASPHALT
EX EDGE OF
ASPHALT
2
2
2
2
2
2
1
1
1
1
1
1
9
9
5
5
12
13
15
13
15
15
15 15
10 10 10
10
10
1010
10
10
10
12' TRAVEL LANE
8' BIKE LANE
12' TRAVEL LANE
8' BIKE LANE
12' TRAVEL LANE
8' BIKE LANE
12' TRAVEL LANE
8' BIKE LANE
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
EX PROPERTY BOUNDARY
EX PROPERTY BOUNDARY
PROP 2'
ACCESS
ESMT.
FUTURE 10' REGIONAL TRAIL BY OTHERS
PROPOSED 50' TRAIL AND NATURAL AREAS BUFFER EASEMENT
FUTURE 10' REGIONAL TRAIL BY OTHERS
PROPOSED 50' TRAIL AND NATURAL AREAS BUFFER EASEMENT
PROP 10'
SIDEWALK
FUTURE 10' REGIONAL TRAIL BY OTHERS
PROPOSED 50' TRAIL AND NATURAL AREAS BUFFER EASEMENT
PROP 10'
SIDEWALK
TRACT A
TRACT B
TRACT ETRACT F
TRACT H
TRACT J
TRACT K
TRACT MTRACT N
TRACT O
TRACT L
TRACT K
TRACT K
TRACT A
TR
A
C
T
P
TRACT C
TR
A
C
T
G
9
END PROP 10'
SIDEWALK, BEGIN
TEMPORARY 10'
ASPHALT PATH
TO NORTH
PROP PEDESTRIAN CROSSING W/ TRUNCATED DOME WARNING
WITH ASPHALT EXTENSION FOR BIKE MERGE WITH ROADWAY
PROP HC RAMP
PROP 10' WIDE TEMPORARY ASPHALT PATH
ASPEN
0'
SCALE: 1" = 100'
100'200'
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:
SO
N
D
E
R
S
E
A
S
T
FO
R
T
C
O
L
L
I
N
S
,
C
O
L
O
R
A
D
O
SI
G
N
A
G
E
A
N
D
S
T
R
I
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I
N
G
P
L
A
N
(
N
O
R
T
H
)
C-011
11 84
AUGUST 7, 2024
105001
JRG
JRG
JRG
KEY MAP - 1" = 1000'
013
012
011
KEY MAP - 1" = 1000'
MATCH LINE
SEE SHEET C-012
Street Cut Note
1
2
3
4
BLK1
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8 9 10 11
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6 7 8
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1
2
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5
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19202122
1 2 3 4
5
6
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8
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101112131415
1 2 3 4 5 6 7 8 9 10 11
15
12 13 14
22
23242526272829
21
20
35 34
1 2 3 4 5 6 7 8 9
1011121314
1 2 3 4 5 6
7
8
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15161718
19 20 21 22 23 24 25 26 27 28
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35
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47 46 45 44 43 42 41 40
BLK12
BLK12
BLK12
8 7
1 2
4 3
1 2
4 3
5 6
16 15
BLK2 BLK3
BLK1
BLK
20
MORNING STAR DRIVE
FA
I
R
W
A
T
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
CL
A
R
I
O
N
L
A
N
E
BRIGHTWATER DRIVE
CLIPPER WAY
FIELD VIEW ROAD
GREENSPACE WAY
FO
R
U
M
R
O
A
D
HIG
H
M
E
A
D
O
W
R
O
A
D
WE
L
L
N
E
S
S
R
O
A
D
WELL
N
E
S
S
R
O
A
D
HIGH
M
E
A
D
O
W
R
O
A
D
HIGH M
E
A
D
O
W
R
O
A
D
STA
R
D
U
S
T
W
A
Y
TRA
I
L
W
A
Y
R
O
A
D
WALKING STICK WAY
PATHWAY ROAD
PARKLAND ROAD
HIG
H
M
E
A
D
O
W
R
O
A
D
FIELD POINT WAY
ST
E
R
N
W
H
E
E
L
E
R
DR
I
V
E
MEADOW LARK ROAD
WANDER TRAIL
NATURE PARK WAY
NA
T
U
R
E
P
A
R
K
W
A
Y
GR
E
E
N
S
P
A
C
E
R
O
A
D
GR
E
E
N
S
P
A
C
E
R
O
A
D
GRASSLAND ROAD
MOORLAND WAY
PARKLAND WAY
AMBLE LANE
PLAY
P
A
R
K
L
A
N
E
TRAILS CROSSING LANE
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
BRIGHTWATER DRIVE
FA
I
R
W
A
T
E
R
D
R
I
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E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
BA
R
H
A
R
B
O
R
D
R
I
V
E
RICHARDS LAKE ROAD
(TWO LANE ARTERIAL)
RICHARDS LAKE ROAD
(TWO LANE ARTERIAL)
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
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R
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A
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)
TU
R
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B
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R
R
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(T
W
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A
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E
A
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)
TU
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N
B
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R
R
Y
R
O
A
D
(T
W
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A
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A
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R
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A
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)
TU
R
N
B
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R
R
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A
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(T
W
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L
A
N
E
A
R
T
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R
I
A
L
)
BRIGHTWATER DRIVE
MORNING STAR DRIVE
MOORLAND WAY
PARKLAND WAY
AMBLE LANE
PATHWAY LANE PATHWAY LANEPATHWAY LANE
STE
R
N
W
H
E
E
L
E
R
D
R
I
V
E
TRAILS CROSSING LANE
TRA
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E
AMBLE LANE
STE
R
N
W
H
E
E
L
E
R
C
O
U
R
T
1 2 3 4
7 6 5
8
11
9
10
BUILDING A3 STORY18 UNIT
BUILDING B3 STORY18 UNIT
BLK
8BLK8
24
12 13
14
212223
BLK9 BLK9
1021
13
22232425
BLK10 BLK10
BLK
11
30313233
16
17
18
19
23242526
21
15
13
BUILDING D3 STORY18 UNIT
BUILDING A3 STORY18 UNIT
KEY NOTE LEGEND .
CHANNELIZING LINE WHITE 4" WIDE (TYP.)
CHANNELIZING LINE 2-YELLOW, (SOLID) 4" WIDE (TYP.)
STOP LINE PER LCUASS STD. DRAWING 1404 (TYP.)
CROSS WALK MARKING PER LCUASS STD. DRAWING 1404 (TYP.)
BICYCLE LANE PAVEMENT MARKING PER LCUASS STD. DRAWING
1406 (TYP.)
INSTALL RIGHT/LEFT TURN ONLY PAVEMENT MARKING
CHANNELIZING LINE WHITE 8" WIDE (TYP.)
INSTALL STOP SIGN (R1-1) & STREET NAME SIGN
INSTALL PEDESTRIAN CROSSING SIGN. W11-2, W16-7P
INSTALL PRIVATE DRIVE STREET SIGN
INSTALL SPEED LIMIT SIGN. R-2-1-25A
INSTALL OBJECT MARKER SIGN. OM4-2 (RED ON BLACK)
INSTALL FIRE LANE NO PARKING SIGN. R-8-31
INSTALL STREET SIGN.
INSTALL NO PARKING ANYTIME SIGN R7-9a
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
SIGNAGE LEGEND
FIRE
LANE
PARKING
NO
R8-31
18
"
12"
STOP
R1-1
FORT COLLINS
OM-4-2
W11-2
W16-7P
25
SPEED
LIMIT
R2-1-25A
W11-2
W16-9PAHEAD
BIKEWAY
RIGHT LANE
BIKES &
EMERGENCY
PARKING
ONLY
SPECIAL
BIKEWAY
NOTES
.
1.ALL DIMENSIONS ARE TO FLOWLINE, UNLESS NOTED OR SHOWN OTHERWISE. SEE TYPICAL STREET
SECTIONS, SHEET C-0014.
2.SEE SHEET C-002 & C-003 FOR MASTER LEGEND, ABBREVIATIONS & GENERAL CONSTRUCTION
NOTES.
3.SEE DETAIL SHEETS FOR STOP, STREET NAME, & SIGN POST DETAILS. SEE THIS SHEET FOR SIGN
LEGEND.
4.CONTRACTOR SHALL INSTALL STRIPING, SIGNAGE AND SIGN POST IN ACCORDANCE WITH MUTCD
AND THE CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS. .
5.PAINTED 4" STRIPES SHALL BE EPOXY PAINT.
6.STRIPING DIMENSIONS SHOWN ARE FROM CENTER OF STRIPE, UNLESS OTHERWISE NOTED.
7.PLEASE REFER TO THE GEOTECHNICAL REPORT, BY CTL THOMPSON, FOR EXCAVATION, GRADING,
AND PAVING RECOMMENDATIONS AND REQUIREMENTS FOR THE PROJECT SITE.
8.EXISTING UTILITIES AND TREES NOT SHOWN FOR CLARITY. SEE DEMOLITION PLAN AND
LANDSCAPE PLANS FOR EXISTING TREES TO REMAIN OR BE REMOVED.
9.PLEASE REFER TO THE PLAT FOR ALL EASEMENTS.
WA
T
E
R
S
E
D
G
E
S
E
C
O
N
D
F
I
L
I
N
G
NO
.
8
I
R
R
I
G
A
T
I
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N
D
I
T
C
H
W. P
.
E
L
D
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R
R
E
S
E
R
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T
CAN
A
L
TRACT B
LIND PROPERTY
REC. NO.
200030150497
BLK
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6 5 4
7 8
9
10
14 13
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32
36
35
34
33
10
11
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13
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17
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4
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7BLK
5
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3 4 5 6 7 8 9
11
12
14
15161718192021
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10
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11
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12
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14
1
2
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8
9
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15
1
2
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5
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17
13
1
2
3
4
5
6
7
8
9
10
11
12
13
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15
16
17
18
19202122
1 2 3 4
5
6
7
8
9
101112131415
1 2 3 4 5 6 7 8 9 10 11
15
12 13 14
22
23242526272829
21
20
35 34
1 2 3 4 5 6 7 8 9
1011121314
1 2 3 4
5
6
7
8
9
10
11
12
14
16
17
18
19
20
22
15161718
19 20 21 22 23 24 25 26 27 28
BLK
11
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14
27 28 29 30 31 32 33 34
35
36
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38
39
47 46 45 44 43 42 41 40
BLK
12
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12
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12
4 3
5 6
16 15
BLK
1
MORNING STAR DRIVE
FA
I
R
W
A
T
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
BRIGHTWATER DRIVE
CLIPPER WAY
WEL
L
N
E
S
S
R
O
A
D
HIG
H
M
E
A
D
O
W
R
O
A
D
HIGH
M
E
A
D
O
W
R
O
A
D
STA
R
D
U
S
T
W
A
Y
TR
A
I
L
W
A
Y
R
O
A
D
WALKING STICK WAY
PATHWAY ROAD
PARKLAND ROAD
HI
G
H
M
E
A
D
O
W
R
O
A
D
FIELD POINT WAY
ST
E
R
N
W
H
E
E
L
E
R
DR
I
V
E
WANDER T
R
A
I
L
NAT
U
R
E
P
A
R
K
W
A
Y
GR
E
E
N
S
P
A
C
E
R
O
A
D
AMBLE LANE
PLAY
P
A
R
K
L
A
N
E
TRAILS CROSSING LANE
BRIGHTWATER DRIVE
FA
I
R
W
A
T
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
MORNING STAR DRIVE
AMBLE LANE
PATHWAY LANE PATHWAY LANEPATHWAY LANE
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
TRAILS CROSSING LANE
TRA
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E
AMBLE LANE
1 2 3 4
7 6 5
8
11
9
10
BUILDING A
3 STORY
18 UNIT
BUILDING B
3 STORY
18 UNIT
BLK
8
BLK
8
24
12 13
14
212223
BLK
9
BLK
9
1021
13
22232425
BLK
10
BLK
10
BLK
11
30313233
16
17
18
19
23242526
21
15
13
BUILDING D
3 STORY
18 UNIT
BUILDING A
3 STORY
18 UNIT
8
8
8
8
8
8
8
8
8
EX STOP SIGN
AND STREET SIGN
EX STOP SIGN
AND STREET SIGN
8
8
8
8
1
1
2
6
SPEED LIMIT SIGN
25 MPH
5
5 8' PARKING
12' THRU LANE
6' BIKE LANE
8' PARKING
6' BIKE LANE
10' TRAVEL LANES
WITH 8' PARKING
10' TRAVEL LANES
WITH 8' PARKING
10' TRAVEL LANE
WITH 8' PARKING
10' TRAVEL LANES
WITH 8' PARKING
10' TRAVEL LANES
WITH 8' PARKING
10' TRAVEL LANES
WITH 8' PARKING
10' TRAVEL LANES
WITH 8' PARKING
10' TRAVEL LANES
WITH 8' PARKING
10' TRAVEL LANES
WITH 8' PARKING
3
4
7
10' TRAVEL LANES
WITH 8' PARKING10' TRAVEL LANES
WITH 8' PARKING
8' TRAVEL LANES
WITH 7' PARKING
10' TRAVEL LANES
WITH 8' PARKING
EX PROPERTY
BOUNDARY
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
EX ROW
PROP ROW
EX ROW
PROP ROW
EX PROPERTY
BOUNDARY
PROP EDGE
OF NEW
ASPHALT
EX EDGE OF
ASPHALT
PROP EDGE OF
NEW ASPHALT
EX EDGE OF
ASPHALT
WA
T
E
R
S
E
D
G
E
S
E
C
O
N
D
F
I
L
I
N
G
8
EX PROPERTY
BOUNDARY
EX PROPERTY
BOUNDARY
EX PROPERTY
BOUNDARY
PROP LIMITS OF
DEVELOPMENT
13
13
13
13
13
13
13
15 15
15
15
15
15
15
1515
15 15
15
15
13
13
13
13 13
13 13 13
13
13
13
15
10
10
10
10
10
10
10
10 10
10
10
10
10
10
10
10
10
10
10
10
10
10
2
2
2
1
PROP EDGE
OF NEW
ASPHALT
EX EDGE OF
ASPHALT
EX STRIPING TO REMAIN
1
12' TRAVEL LANE
8' BIKE LANE
12' TRAVEL
LANE
8' BIKE
LANE
12' TRAVEL LANE
8' BIKE LANE
EX
STRIPING
TO REMAIN
EX
STRIPING
TO REMAIN
EX STRIPING
TO REMAIN
25' DITCH & DITCH
ACCESS EASEMENT
REC NO. 200030157848
FUTURE 10' REGIONAL TRAIL BY OTHERS
PROPOSED 50' TRAIL AND NATURAL AREAS BUFFER EASEMENT
PROP 10'
SIDEWALK
PROP 10'
SIDEWALK
PROP 10'
SIDEWALK
10
10
1015
15
9
9
13
13
13 13
13
13
13
15
15
15
15
15
15
13
13
13
15
15
1510
15
15
15
15
15
13
TR
A
C
T
X
TRACT
X TRACT
AA
TR
A
C
T
B
B
TR
A
C
T
M
M
TRACT S
TRACT MTRACT NTRACT O
TR
A
C
T
R
TRACT T
TRACT U
TRACT P
TRACT V
TRACT W
TRACT X
TRACT Y
TRACT Z
TR
A
C
T
Z
TR
A
C
T
H
H
TRACT
CC
TR
A
C
T
E
E
TR
A
C
T
F
F
TR
A
C
T
G
G
TR
A
C
T
I
I
TR
A
C
T
J
J
TRACT LL
TRA
C
T
O
O
TRA
C
T
P
P
TRACT QQ
TRA
C
T
T
T
TRACT UU
TRA
C
T
B
B
B
TRA
C
T
C
C
C
TRACT EEE
TRACT DDD
TRACT PPP
TRACT NNN
TRA
C
T
V
V
TRACT AAA
TRACT QQ
TRACT K
TRACT Q
TRA
C
T
Z
TR
A
C
T
N
N
TRACT MMM
TRACT QQQ
TR
A
C
T
P
P
P
TRACT OOO
TR
A
C
T
P
TR
A
C
T
X
TRA
C
T
A
A
A
TRA
C
T
E
E
E
TRA
C
T
Y
Y
TRA
C
T
X
X
TRACT RRR
TRACT RR
TRACT SS
TRA
C
T
W
W
TR
A
C
T
W
TR
A
C
T
W
TRA
C
T
D
D
TRACT Z
TRACT KK
TR
A
C
T
L
L
TR
A
C
T
P
TRACT P
TRACT P
TRACT
OOO
TRACT OOO
TR
A
C
T
Z
TR
A
C
T
Z
TRA
C
T
Z
TR
A
C
T
X
TR
A
C
T
X
TR
A
C
T
X
TRACT X
TR
A
C
T
X
TR
A
C
T
W
TR
A
C
T
W
TR
A
C
T
W
TR
A
C
T
W
TR
A
C
T
P
P
P
TRACT TT TRACT TT
TRACT RR
TR
A
C
T
Q
Q
TRACT QQ
TRACT QQ
TRA
C
T
V
V
TRACT V
TRACT V
TR
A
C
T
V
TRACT MMM
TRA
C
T
A
A
A
TRACT SS
ASPEN
0'
SCALE: 1" = 100'
100'200'
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
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I
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N
O
F
R
E
V
I
S
I
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N
:
DA
T
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:
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
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project no:
date:
SO
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(
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C-012
12 84
AUGUST 7, 2024
105001
JRG
JRG
JRG
KEY MAP - 1" = 1000'
013
012
011
KEY MAP - 1" = 1000'
Street Cut Note
MAT
C
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SEE
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MATCH LINE
SEE SHEET C-011
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MORNING STAR DRIVE
FA
I
R
W
A
T
E
R
D
R
I
V
E
ST
E
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N
W
H
E
E
L
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R
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ST
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N
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H
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L
E
R
D
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CL
A
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N
L
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BRIGHTWATER DRIVE
CLIPPER WAY
FIELD VIEW ROAD
GREENSPACE WAY
FO
R
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M
R
O
A
D
HIG
H
M
E
A
D
O
W
R
O
A
D
WE
L
L
N
E
S
S
R
O
A
D
WELL
N
E
S
S
R
O
A
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HIGH
M
E
A
D
O
W
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O
A
D
HIGH M
E
A
D
O
W
R
O
A
D
STA
R
D
U
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W
A
Y
TRA
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WALKING STICK WAY
PATHWAY ROAD
PARKLAND ROAD
HIG
H
M
E
A
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O
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FIELD POINT WAY
ST
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DR
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MEADOW LARK ROAD
WANDER TRAIL
NATURE PARK WAY
NA
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K
W
A
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GR
E
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N
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A
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GR
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GRASSLAND ROAD
MOORLAND WAY
PARKLAND WAY
AMBLE LANE
PLAY
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E
TRAILS CROSSING LANE
TU
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N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
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BRIGHTWATER DRIVE
FA
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ST
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BA
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B
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RICHARDS LAKE ROAD
(TWO LANE ARTERIAL)
RICHARDS LAKE ROAD
(TWO LANE ARTERIAL)
TU
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B
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Y
R
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A
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(T
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E
A
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TU
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(T
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A
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TU
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(T
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A
R
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TU
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R
O
A
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(T
W
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L
A
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E
A
R
T
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R
I
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)
BRIGHTWATER DRIVE
MORNING STAR DRIVE
MOORLAND WAY
PARKLAND WAY
AMBLE LANE
PATHWAY LANE PATHWAY LANEPATHWAY LANE
STE
R
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W
H
E
E
L
E
R
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TRAILS CROSSING LANE
TRA
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AMBLE LANE
STE
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BUILDING A3 STORY18 UNIT
BUILDING B3 STORY18 UNIT
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BUILDING D3 STORY18 UNIT
BUILDING A3 STORY18 UNIT
KEY NOTE LEGEND .
CHANNELIZING LINE WHITE 4" WIDE (TYP.)
CHANNELIZING LINE 2-YELLOW, (SOLID) 4" WIDE (TYP.)
STOP LINE PER LCUASS STD. DRAWING 1404 (TYP.)
CROSS WALK MARKING PER LCUASS STD. DRAWING 1404 (TYP.)
BICYCLE LANE PAVEMENT MARKING PER LCUASS STD. DRAWING
1406 (TYP.)
INSTALL RIGHT/LEFT TURN ONLY PAVEMENT MARKING
CHANNELIZING LINE WHITE 8" WIDE (TYP.)
INSTALL STOP SIGN (R1-1) & STREET NAME SIGN
INSTALL PEDESTRIAN CROSSING SIGN. W11-2, W16-7P
INSTALL PRIVATE DRIVE STREET SIGN
INSTALL SPEED LIMIT SIGN. R-2-1-25A
INSTALL OBJECT MARKER SIGN. OM4-2 (RED ON BLACK)
INSTALL FIRE LANE NO PARKING SIGN. R-8-31
INSTALL STREET SIGN.
INSTALL NO PARKING ANYTIME SIGN R7-9a
1
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7
8
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15
SIGNAGE LEGEND
FIRE
LANE
PARKING
NO
R8-31
18
"
12"
STOP
R1-1
FORT COLLINS
OM-4-2
W11-2
W16-7P
25
SPEED
LIMIT
R2-1-25A
W11-2
W16-9PAHEAD
BIKEWAY
RIGHT LANE
BIKES &
EMERGENCY
PARKING
ONLY
SPECIAL
BIKEWAY
NOTES
.
1.ALL DIMENSIONS ARE TO FLOWLINE, UNLESS NOTED OR SHOWN OTHERWISE. SEE TYPICAL STREET
SECTIONS, SHEET C-0014.
2.SEE SHEET C-002 & C-003 FOR MASTER LEGEND, ABBREVIATIONS & GENERAL CONSTRUCTION
NOTES.
3.SEE DETAIL SHEETS FOR STOP, STREET NAME, & SIGN POST DETAILS. SEE THIS SHEET FOR SIGN
LEGEND.
4.CONTRACTOR SHALL INSTALL STRIPING, SIGNAGE AND SIGN POST IN ACCORDANCE WITH MUTCD
AND THE CITY OF FORT COLLINS CONSTRUCTION SPECIFICATIONS. .
5.PAINTED 4" STRIPES SHALL BE EPOXY PAINT.
6.STRIPING DIMENSIONS SHOWN ARE FROM CENTER OF STRIPE, UNLESS OTHERWISE NOTED.
7.PLEASE REFER TO THE GEOTECHNICAL REPORT, BY CTL THOMPSON, FOR EXCAVATION, GRADING,
AND PAVING RECOMMENDATIONS AND REQUIREMENTS FOR THE PROJECT SITE.
8.EXISTING UTILITIES AND TREES NOT SHOWN FOR CLARITY. SEE DEMOLITION PLAN AND
LANDSCAPE PLANS FOR EXISTING TREES TO REMAIN OR BE REMOVED.
9.PLEASE REFER TO THE PLAT FOR ALL EASEMENTS.
TRACT B
LIND PROPERTY
REC. NO.
200030150497
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CL
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BRIGHTWATER DRIVE
CLIPPER WAY
FIELD VIEW ROAD
GREENSPACE WAY
FO
R
U
M
R
O
A
D
HI
G
H
M
E
A
D
O
W
R
O
A
D
WE
L
L
N
E
S
S
R
O
A
D
WEL
L
N
E
S
S
R
O
A
D
HIG
H
M
E
A
D
O
W
R
O
A
D
HIGH
M
E
A
D
O
W
R
O
A
D
STA
R
D
U
S
T
W
A
Y
TR
A
I
L
W
A
Y
R
O
A
D
PLAY
P
A
R
K
L
A
N
E
BA
R
H
A
R
B
O
R
D
R
I
V
E
RICHARDS LAKE ROAD
(TWO LANE ARTERIAL)
RICHARDS LAKE ROAD
(TWO LANE ARTERIAL)
TRAILS CROSSING LANE
TRA
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E
19
15
13
8
8
8
8
8
8
8
8
8
8
8' TRAVEL LANES
WITH 7' PARKING
8' TRAVEL LANES
WITH 7' PARKING
8' TRAVEL LANES
WITH 7' PARKING
8' TRAVEL LANES
WITH 7' PARKING
8' TRAVEL LANES
WITH 7' PARKING
8' TRAVEL LANES
WITH 7' PARKING
TRANSTION AREA FROM 10' TRAVEL
LANES WITH 8' PARKING TO 8'
TRAVEL LANES WITH 7' PARKING
10' TRAVEL LANES
WITH 8' PARKING
10' TRAVEL LANE
WITH 8' PARKING
10' TRAVEL LANE
WITH 8' PARKING
10' TRAVEL LANES
WITH 8' PARKING
10' TRAVEL LANE
WITH 8' PARKING
8
8' TRAVEL LANES
WITH 7' PARKING
8
9
9
9
9
9
11
11
11
10
10
1015
10
10
15
15
15
15 15
13
13
MAT
C
H
L
I
N
E
S
E
E
S
H
E
E
T
C
-
0
1
2
EX PROPERTY BOUNDARY
PROP DRAINAGE EASEMENT
EX PROPERTY BOUNDARY
PROP LIMITS OF DEVELOPMENT
PROP LIMITS OF DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF DEVELOPMENT
25' DITCH & DITCH
ACCESS EASEMENT
REC NO. 200030157848
(TO BE VACATED BY
CURRENT PLAT)
PROP DRAINAGE EASEMENT
PROP DRAINAGE EASEMENT
EX PRESCRIPTIVE
EASEMENT
PROP LIMITS OF DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF DEVELOPMENT
EX PROPERTY
BOUNDARY
PROP LIMITS OF
DEVELOPMENT
PROP 6' UTILITY
ESMT (TYP)
PROP 9' UTILITY
ESMT (TYP)
PROP 6'
UTILITY
ESMT
(TYP)
PROP 6'
UTILITY
ESMT
(TYP)
PROP 9' UTILITY
ESMT (TYP)
PROP 6' UTILITY
ESMT (TYP)
PROP DRAINAGE EASEMENT
8
FUTURE 10' REGIONAL TRAIL BY OTHERS
PROPOSED 50' TRAIL AND NATURAL AREAS BUFFER EASEMENT
FUTURE 10' REGIONAL TRAIL BY OTHERS
PROPOSED 50' TRAIL AND NATURAL AREAS BUFFER EASEMENT
15
TRA
C
T
O
O
TRA
C
T
P
P
TRACT QQ
TRA
C
T
T
T
TRACT UU
TRA
C
T
B
B
B
TRA
C
T
C
C
C
TRACT EEE
TRACT DDD
TRACT HHH
TRACT GGG
TRACT FFF
TRACT III
TRACT JJJ
TRACT LLL
TRA
C
T
V
V
TRACT AAA
TRACT FFF
TRACT LLL
TRA
C
T
L
L
TR
A
C
T
N
N
TR
A
C
T
F
F
F
TRACT HHH
TRACT MMM
TRA
C
T
A
A
A
TRA
C
T
E
E
E
TRA
C
T
Z
Z
TRA
C
T
Y
Y
TRA
C
T
X
X
TRA
C
T
W
W
TR
A
C
T
L
L
TRACT TT
TR
A
C
T
Q
Q
TRACT QQTRACT QQ
TRA
C
T
V
V
TRA
C
T
A
A
A
ASPEN
0'
SCALE: 1" = 100'
100'200'
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
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P
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I
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O
F
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E
V
I
S
I
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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
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A
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Y
NOT
F
O
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C
O
N
S
T
R
U
C
T
I
O
N
project no:
date:
SO
N
D
E
R
S
E
A
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FO
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C
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L
I
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S
,
C
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(
S
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A
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)
C-013
13 84
AUGUST 7, 2024
105001
JRG
JRG
JRG
KEY MAP - 1" = 1000'
013
012
011
KEY MAP - 1" = 1000'
Street Cut Note
TYPICAL STREET SECTIONS
STERNWHEELER COURT: ROLLOVER C&G
NATURE PARK WAY: ROLLOVER C&G
WANDER TRAIL: ROLLOVER C&G
WELLNESS ROAD (SOUTH OF CLIPPER WAY) ROLLOVER C&G
FORUM ROAD: ROLLOVER C&G
FIELD VIEW ROAD: ROLLOVER C&G
HIGH MEADOW ROAD (SOUTH OF CLIPPER WAY): ROLLOVER C&G
GREENSPACE WAY: ROLLOVER C&G
CLARION LANE: ROLLOVER C&G
ROADWAY CURB & GUTTER TABLE R.O.W.
59'
59'
59'
59'
59'
59'
59'
59'
59'
NOTE: 1.) PARKWAY WIDTH WIDENS 1' FOR ROLLOVER CURB AND GUTTER
2.) CROSS-SLOPES OF NEW ROADS ARE 2% -3%
TYPICAL CROSS SECTION1
8.5'
PK
W
Y
36' ROADWAY
ESMT
UTIL.9'
9'
ESMT
UTIL.6.5' FENCE SETBACK
5.0'
WA
L
K
63' ROW
36' ROADWAY 8.5'
LEFT
13'
TRAVEL
13'
TURN
TRAVEL
PARK
8'
PARK
8'
10'
2.5' VERT CURB &
GUTTER (TYP)
LOCAL CONNECTOR
2% min.2% min.
3% max.3% max.
10'10'
TRAVELTRAVEL
PK
W
Y
5.0'
WA
L
K
TYPICAL CROSS SECTION3
PK
W
Y
WA
L
K
8.5'66' ROADWAY
93' ROW
2.5' VERT. CURB &
GUTTER (TYP)LOCAL CONNECTOR - MODIFIED
2% min.2% min.
3% max.3% max.
WA
L
K
5'
PK
W
Y
8.5'
CL
5'
6'
BIKE
LN
11'
TRAVEL
LANE
8'
PARK
**16'
*
CENTER
MEDIAN
11'
TRAVEL
LANE
6'
BIKE
LN
8'
PARK
Util
Esmt
9'
Esmt
Util
9'
INTERSECTION
AS NEEDED MORNING STAR DRIVE (WEST OF STERWHEELER DRIVE)
TYPICAL CROSS SECTION2
9.5'
PK
W
Y
ESMT
UTIL9'
9'
ESMT
UTIL
6'.5 Fence Setback
59' ROW
30' ROADWAY
PARK
7'
TRAVEL
PARK
7'
16'
CURB & GUTTER
(ROLLOVER)
CURB & GUTTER
(ROLLOVER)
LOCAL RESIDENTIAL
2% min.2% min.
3% max.3% max.
5.0'
WA
L
K
9.5'
PK
W
Y
5.0'
WA
L
K
NOTES:
1. SEE SHEETS C-050 TO C-079 FOR ROADWAY STATIONING.
2. ALL STATIONING IS BASED ON ROADWAY CENTERLINE.
3. ALL SIDEWALK CROSS SLOPES TO HAVE 2.0% MAX. CROSS SLOPE.
4. ALL TYPICAL SECTIONS ARE NOT DRAWN TO SCALE.
TYPICAL CROSS SECTION4
10'10'
20' PRIVATE DRIVE / U.E.
OUTBOUND
VARIESVARIES
TRAVELTRAVEL
1' X 1'
CONCRETE
RIBBON CURB
LEFT
TURN
PRIVATE DRIVE
AT INTERSECTIONS
TRAVEL
INBOUND
TRAVEL
VARIES FL-FL AS REQUIRED
FOR ALLEYS
2' CURB & GUTTER
(SPECIAL DRIVEOVER)
2% min.
3% max.
TYPICAL CROSS SECTION6
COUNTY ROAD 11/ TURNBERRY ROAD
11'
LN
BIKE
7'7'
BIKE
LN
10'11'
EX 2.5' VERT CURB
& GUTTER (TYP)
LT
TURN
LANE
2% min.2% min.
3% max.3% max.
TRAVEL
LANE
TRAVEL
LANE
CL
EX
I
S
T
R
O
W
PR
O
P
O
S
E
D
R
O
W
72' EXISTING ROW 12'
PROP
ROW
EX
I
S
T
R
O
W
PROP CURB & GUTTER,
PARKWAY & WALK
ULTIMATE ROAD IMPROVEMENTS
PK
W
Y
10'
WA
L
K
6'
* SEE MODIFIED DETAIL FOR RAISED
MEDIAN (SHEET C-083)
** WHERE REQUIRED, LEFT TURN
LANE IS 12' WIDE AND STRIPED OUT
PORTION IS 4' WIDE (WEST OF
RAISED MEDIAN)
TYPICAL CROSS SECTION5
12'12'
24' PRIVATE DRIVE / U.E.
VARIES
OUTBOUND
VARIESVARIES
TRAVELTRAVEL
1' X 1'
CONCRETE
RIBBON CURB
LEFT
TURN
PRIVATE DRIVE
AT INTERSECTIONS
TRAVEL
INBOUND
TRAVEL
VARIES FL-FL AS REQUIRED
FOR ALLEYS
2' CURB & GUTTER
(SPECIAL DRIVEOVER)
2% min.
3% max.
GRASSLAND ROAD: VERTICAL C&G
GREENSPACE ROAD: VERTICAL C&G
STERNWHEELER DR: VERTICAL C&G
MEADOWLARK ROAD: VERTICAL C&G
FIELD POINT WAY: VERTICAL C&G
HIGH MEADOW ROAD (NORTH OF CLIPPER WAY): VERTICAL C&G
PARKLAND ROAD: VERTICAL C&G
PATHWAY ROAD: VERTICAL C&G
WALKING STICK WAY: VERTICAL C&G
MORNING STAR DRIVE: VERTICAL C&G
FAIRWATER DRIVE: VERTICAL C&G
TRAILWAY ROAD: VERTICAL C&G
STARDUST WAY: VERTICAL C&G
WELLNESS ROAD (NORTH OF CLIPPER WAY): VERTICAL C&G
CLIPPER WAY: VERTICAL C&G
ROADWAY CURB & GUTTER TABLE
R.O.W.
63'
63'
63'
63'
63'
63'
63'
63'
63'
63'
63'
63'
63'
63'
63'
63'
NOTE: 1.) CROSS-SLOPES OF NEW ROADS ARE 2% -3%
EX ASPHALT (TYP)
1.5% min.
4% max.
PROP ASPHALT TO CENTER OF
TRAVEL LANE, OR TO BIKE LANE LINE
(SEE HORIZONTAL CONTROL PLAN)
PK
W
Y
8'
WA
L
K
10'
NOTE: 1.) RECONSTRUCTED ASPHALT SHALL HAVE 1.5% TO 4.0% CROSS-SLOPE,
AND WILL EXTEND TO THE MIDDLE OF THE TRAVEL LANE, OR TO THE
BIKE LANE LINE.
2.) TRANSITION TAPER OF ASPHALT OCCURS NEAR THE NORTHERN
PROPERTY BOUNDARY LINE TO TIE-IN TO THE EXISTING EDGE OF
ASPHALT.
TYPICAL CROSS SECTION7
6'
PK
W
Y
51' PRIVATE DRIVE / U.E.
42' ROADWAY
PARK
8'
TRAVEL
PARK
8'
26'
1.0' VERT CURB &
GUTTER
2% min.2% min.
3% max.3% max.
5.0'
WA
L
K
6'
PK
W
Y
5.0'
WA
L
K
1.0' VERT CURB &
GUTTER (TYP)
PRIVATE DRIVE
52'
BU
F
F
E
R
3'
BU
F
F
E
R
3'
15'
UTIL
ESMT
2' ACCESS
EASEMENT
15'
UTIL
ESMT
SHEET No:
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1 2 3 4 5 6 7
PRE
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project no:
date:
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C-014
14 84
AUGUST 7, 2024
105-001
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.
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13
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20
21
22
23
24
25
26
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29
30
31
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1 2 3 4
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6
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8
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11
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1 2 3 4 5 6 7 8 9 10 11
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1
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1
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1
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7
8
9
10
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15
16
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18
19202122
1 2 3 4
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1 2 3 4 5 6 7 8 9 10 11
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1011121314
1 2 3 4 5 6
7
8
9
10
11
12
14
16
17
18
19
20
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19 20 21 22 23 24 25 26 27 28
BLK11
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36
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47 46 45 44 43 42 41 40
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MORNING STAR DRIVE
FA
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GREENSPACE WAY
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BUILDING A3 STORY18 UNIT
BUILDING B3 STORY18 UNIT
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BUILDING D3 STORY18 UNIT
BUILDING A3 STORY18 UNIT
VTC
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NOTES: .
1.PERIMETER SILT FENCE SHALL BE INSTALLED ALONG PROPERTY
BOUNDARY, AND IS SHOWN OFFSET FROM PROPERTY BOUNDARY
ON THIS PLAN FOR CLARITY.
·TOTAL PERIMETER SILT FENCE AROUND SITE = 10,566 LF.
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-018 & C-019 FOR EROSION CONTROL NOTES AND
DETAILS. SYMBOLS SHOWN IN THIS PLAN ARE NOT TO SCALE.
7.PHASED EROSION CONTROL SEQUENCING AND PLANS WILL BE
SHOWN AND PROVIDED DURING FINAL DESIGN. SILT FENCE OR
STRAW WATTLES SHALL BE INSTALLED AROUND BLOCKS, AFTER
UTILITY AND STREET CONSTRUCTION AND GRADING IS
COMPLETE. THE EROSION MEASURES WILL BE INSTALLED WHERE
CONSTRUCTION WILL NOT BE DEVELOPED FOR AN EXTENDED
PERIOD OF TIME.
8.THE OFFSITE LIMITS OF DEVELOPMENT (EAST SIDE OF NEW DITCH
RELOCATION, SHALL HAVE DIRT BERM PLACED ALONG LIMITS OF
DEVELOPMENT LINE IN-LIEU-OF SILT FENCE.
9.INSTALL NORTH AMERICAN GREEN EROSION CONTROL FABRIC TO
4:1 SLOPES ADJACENT TO THE NO. 8 DITCH.
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
EXISTING DIRECTION OF SURFACE FLOW
INSTALL RIPRAP PROTECTION (TYPE M D =12")
65
64
60
65
59
6162636466676869
60
60
65
59
59
61
61
62
62
63
63646667
62
63
65
62
63
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25' DITCH & DITCH
ACCESS EASEMENT
REC NO. 200030157848
(TO BE VACATED BY
CURRENT PLAT)
PROP ROW
MATCH LINE SEE SHEET C-016
EX PROPERTY BOUNDARY
EX PROPERTY BOUNDARY
PROP ROW
PROP DITCH EASEMENT
PROP DITCH EASEMENT
PROP TEMPORARY CONSTRUCTION EASEMENT
PROP TEMPORARY CONSTRUCTION EASEMENT
PROP DITCH EASEMENT
PROP DRAINAGE EASEMENT
PROP DRAINAGE EASEMENT
PROP IRRIGATION EASEMENT
PROP DRAINAGE EASEMENT
PROP TOP (TOP OF BANK) OF NO. 8 DITCH
PROP BOTTOM (TOE OF SLOPE) OF NO. 8 DITCH
50'
128
'
PROP TOP (TOP OF BANK) OF NO. 8 DITCH
PROP BOTTOM (TOE OF SLOPE) OF NO. 8 DITCH
PROP BAKER LATERAL IRRIGATION EASEMENT
25'
PROP BAKER LATERAL IRRIGATION EASEMENT
25'
25' DITCH & DITCH
ACCESS EASEMENT
REC NO. 200030157848
(TO BE VACATED BY
CURRENT PLAT)
PROP CONC DROP STRUCTURE
PROP CONC DROP STRUCTURE
EX ROW
EX ROW
EX ROW
FUT ROW
EX PROPERTY
BOUNDARY
PROP LIMITS OF DEVELOPMENT
PROP LIMITS OF DEVELOPMENT
PROP LIMITS OF DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP EDGE OF
NEW ASPHALT
MATCH EXISTING
EX EDGE OF
ASPHALT
PROP EDGE OF
NEW ASPHALT
EX EDGE OF
ASPHALT
IP
RS
RS
RS
RS
RS
RS
RS
RS
RS
W
W
W
W
RR
RR
RR
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GB GB
GB GB
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GB
GB
GB
GB
GB GB
GB
GB
GB
GB
GB
GB
POND 300
IP
REFER TO NOTE 9 THIS SHEET
REFER TO NOTE 9 THIS SHEET
REFER TO NOTE 9 THIS SHEET
FUTURE 10' REGIONAL TRAIL BY OTHERS
PROPOSED 50' TRAIL AND NATURAL AREAS BUFFER EASEMENT
FUTURE 10' REGIONAL TRAIL BY OTHERS
PROPOSED 50' TRAIL AND NATURAL AREAS BUFFER EASEMENT
FUTURE 10' REGIONAL TRAIL BY OTHERS
PROPOSED 50' TRAIL AND NATURAL AREAS BUFFER EASEMENT
PROP 2'
ACCESS
ESMT.
PROP 2'
ACCESS
ESMT.
10'
ACTIVE
MODES
PATH
10'
ACTIVE
MODES
PATH
10'
ACTIVE
MODES
PATH
24'x50'
ASPEN
0'
SCALE: 1" = 100'
100'200'
SHEET No:
PR
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T
/
L
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OF
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#
1 2 3 4 5 6 7
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project no:
date:
SO
N
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C-015
15 84
AUGUST 7, 2024
105001
JRG
JRG
JRG
KEY MAP - 1" = 1000'
017
016
015
KEY MAP - 1" = 1000'
MATCH LINE
SEE SHEET C-016
Street Cut Note
TOTAL
ONSITE AREA
DISTURBED
(SF)
5,641,981
TOTAL
OFFSITE AREA
DISTURBED
(SF)
3,744,027
1.PROJECT WILL BE CONSTRUCTED IN MULTIPLE PHASES.
2.STORAGE/STAGING AREAS SHALL BE WITHIN THE AREA OF DISTURBANCE/ LIMITS OF
DEVELOPMENT.
3.NO HAUL ROADS OFFSITE ARE EXPECTED.
4.HEAVY CONSTRUCTION TRAFFIC TO BE ROUTED IN COORDINATION WITH THE SONDERS EAST
PROJECT MANAGER, PRIOR TO START OF CONSTRUCTION.
5.GROUNDWATER DEPTHS ARE BASED ON BORING INFORMATION COMPLETED FOR SONDERS EAST,
BY CTL THOMPSON, PROJECT NO. FC08010.003-115.
6.SITE SLOPES SHALL BE NO GREATER THAN 4:1.
7.NO RIPARIAN OR SENSITIVE AREAS ARE IDENTIFIED WITH THIS PROJECT.
DISTURBANCE
AT ANY
ONE TIME
(%)
100
EXISTING
VEGETATION
DENSITY
(%)
VARIES
60-85%
EXISTING
SOIL TYPE
TYPE A
SOIL
GROUND
WATER
LEVEL
(FT)
16' to 29'
MATERIAL
CUT/FILL
(CF)
38,329,443
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E
R
I
A
L
)
BRIGHTWATER DRIVE
FA
I
R
W
A
T
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
BA
R
H
A
R
B
O
R
D
R
I
V
E
RICHARDS LAKE ROAD
(TWO LANE ARTERIAL)
RICHARDS LAKE ROAD
(TWO LANE ARTERIAL)
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
BRIGHTWATER DRIVE
MORNING STAR DRIVE
MOORLAND WAY
PARKLAND WAY
AMBLE LANE
PATHWAY LANE PATHWAY LANEPATHWAY LANE
STE
R
N
W
H
E
E
L
E
R
D
R
I
V
E
TRAILS CROSSING LANE
TRA
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E
AMBLE LANE
STE
R
N
W
H
E
E
L
E
R
C
O
U
R
T
1 2 3 4
7 6 5
8
11
9
10
BUILDING A3 STORY18 UNIT
BUILDING B3 STORY18 UNIT
BLK
8BLK8
24
12 13
14
212223
BLK9 BLK9
1021
13
22232425
BLK10 BLK10
BLK
11
30313233
16
17
18
19
23242526
21
15
13
BUILDING D3 STORY18 UNIT
BUILDING A3 STORY18 UNIT
VTC
SF
W
IP
IP
GB
MU
CWO
RS
GF
RR
NOTES: .
1.PERIMETER SILT FENCE SHALL BE INSTALLED ALONG PROPERTY
BOUNDARY, AND IS SHOWN OFFSET FROM PROPERTY BOUNDARY
ON THIS PLAN FOR CLARITY.
·TOTAL PERIMETER SILT FENCE AROUND SITE = 10,566 LF.
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-018 & C-019 FOR EROSION CONTROL NOTES AND
DETAILS. SYMBOLS SHOWN IN THIS PLAN ARE NOT TO SCALE.
7.PHASED EROSION CONTROL SEQUENCING AND PLANS WILL BE
SHOWN AND PROVIDED DURING FINAL DESIGN. SILT FENCE OR
STRAW WATTLES SHALL BE INSTALLED AROUND BLOCKS, AFTER
UTILITY AND STREET CONSTRUCTION AND GRADING IS
COMPLETE. THE EROSION MEASURES WILL BE INSTALLED WHERE
CONSTRUCTION WILL NOT BE DEVELOPED FOR AN EXTENDED
PERIOD OF TIME.
8.THE OFFSITE LIMITS OF DEVELOPMENT (EAST SIDE OF NEW DITCH
RELOCATION, SHALL HAVE DIRT BERM PLACED ALONG LIMITS OF
DEVELOPMENT LINE IN-LIEU-OF SILT FENCE.
9.INSTALL NORTH AMERICAN GREEN EROSION CONTROL FABRIC TO
4:1 SLOPES ADJACENT TO THE NO. 8 DITCH.
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
EXISTING DIRECTION OF SURFACE FLOW
INSTALL RIPRAP PROTECTION (TYPE M D =12")
65
64
50
55
47
48
49
51
52
52
52
53
53
53
53
53
53
53
54
56
57
58
59
616263
64
60
58
58
58
59
61
62
63
55
60
60
5657
57
58
58
59
59
61
61
556065
52
52
53
545657585961626364
55
54
565758
5560
53
5456575859
55
55
54
54
56
56
57
58
55
54
54
56
50
46
47
48
49
51
52
53
54
45
50
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49
51
52
45
50
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44
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47
48
49
51
52
53
40
45
50
37
38
39
41
42
43
44
46
47
48
49
51
45
43
44
46
60
61
55
54
56
57
58
60
65
6162
63
64
66
67
68
69
60
65
70
59
61
62
63
64
66
67
68
69
55
60
56
57
58
59
61
62
63
64
5560565758596162
55
60
545657585961
55
60
54
5657
5859
60
65
58
59
61
62
63
64
66
67
68
69
55
53
54
56575859
55
53
54
565758
55
60
65
56
57
58
59
61
62
63
64
55
52
53
54
56
57
50
48
49
51
52
5354
50
4849
515253
45
50
44
46
474849
51
52
53
54
45
4344
46
45
42
43
44
50
46
47
48
49
51
52
45
50
44
46
47
48
49
51
52
53
54
50
46
47
48
49
51
52
53
40
45
50
37
38
39
41
42
43
44
46
47
48
49
51
52
53
50
47
48
49
51
45
50
41
42
43
44
46
47
48
49
40
45
37 38 39
41
42
43
44
46
47
48
45
44
36
37
38
39
52
51
50
49
48
47 46
45
44
43
42
41
41
42
42
41
40
39
38
37
42
37
40
39
40
41
42
41
42
42
38
37
53
42
41
42 3840
45
40
39
4550
55
43
41
42
42
41
40
42
42
41
69
68
69
70
70
70
66
67
68
69
70
65
64
63
63 60 55
53
53
54
54
53
52 51
5353
54
54
47
45
44
43
46
50
53
50
45
53
5857
64
65
43
5554
53
54
54
37
38
39
40
42
41
40
40
60
61
62
44
43
42 41 40
39
38
37
DP
DP
DP
DP
DP DP
DP
DP DP
DP DP DP DP
DP
DP
DP
DP DP
DP
DP DP
DP DP DP
BLK
5 BLK
6
BLK
7
7 8 9 10
14 13 12 11
8 7 6 5
6 5 4
7 8
9
10
14 13
12
11
27
28
29
30
31
32
36
35
34
33
10
11
12
13
14
15
16
17
BLK
4
BLK
7BLK
5
1 2 3 4 5 6 7 8 9 10 11
1516171819202526
3 4 5 6 7 8 9
11
12
14
15161718192021
BLK
10
BLK
10
BLK
11
BLK
12
BLK
14
1
2
3
4
5
6
7
8
9
BLK
15
1
2
3
4
5
6
7
8
9
10
11
12
13
14
BLK
16
BLK
17
13
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19202122
1 2 3 4
5
6
7
8
9
101112131415
1 2 3 4 5 6 7 8 9 10 11
15
12 13 14
22
23242526272829
21
20
35 34
1 2 3 4 5 6 7 8 9
1011121314
1 2 3 4
5
6
7
8
9
10
11
12
14
16
17
18
19
20
22
15161718
19 20 21 22 23 24 25 26 27 28
BLK
11
BLK
14
27 28 29 30 31 32 33 34
35
36
37
38
39
47 46 45 44 43 42 41 40
BLK
12
BLK
12
BLK
12
4 3
5 6
16 15
BLK
1
MORNING STAR DRIVE
FA
I
R
W
A
T
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
BRIGHTWATER DRIVE
CLIPPER WAY
WEL
L
N
E
S
S
R
O
A
D
HIG
H
M
E
A
D
O
W
R
O
A
D
HIGH
M
E
A
D
O
W
R
O
A
D
STA
R
D
U
S
T
W
A
Y
TR
A
I
L
W
A
Y
R
O
A
D
WALKING STICK WAY
PATHWAY ROAD
PARKLAND ROAD
HI
G
H
M
E
A
D
O
W
R
O
A
D
FIELD POINT WAY
ST
E
R
N
W
H
E
E
L
E
R
DR
I
V
E
WANDER T
R
A
I
L
NAT
U
R
E
P
A
R
K
W
A
Y
GR
E
E
N
S
P
A
C
E
R
O
A
D
AMBLE LANE
PLAY
P
A
R
K
L
A
N
E
TRAILS CROSSING LANE
BRIGHTWATER DRIVE
FA
I
R
W
A
T
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
MORNING STAR DRIVE
AMBLE LANE
PATHWAY LANE PATHWAY LANEPATHWAY LANE
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
TRAILS CROSSING LANE
TRA
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E
AMBLE LANE
1 2 3 4
7 6 5
8
11
9
10
BUILDING A
3 STORY
18 UNIT
BUILDING B
3 STORY
18 UNIT
BLK
8
BLK
8
24
12 13
14
212223
BLK
9
BLK
9
1021
13
22232425
BLK
10
BLK
10
BLK
11
30313233
16
17
18
19
23242526
21
15
13
BUILDING D
3 STORY
18 UNIT
BUILDING A
3 STORY
18 UNIT
WA
T
E
R
S
E
D
G
E
S
E
C
O
N
D
F
I
L
I
N
G
EX
I
R
R
I
G
A
T
I
O
N
D
I
T
C
H
W. P
.
E
L
D
E
R
R
E
S
E
R
V
O
I
R
O
U
T
L
E
T
CAN
A
L
TRACT B
LIND PROPERTY
REC. NO.
200030150497
24'x50'
IP
RS
RS
RR
RR
IP IP
IP
IP
IP
RR
IPIP
IPIP
IP
IP
IP
IP
IP
IP
IP
IP IP
IP
IP
IP
IP
IP
IP
RS
RS
RS
RS
RS
GB
GB
GB
GB
W
W
GB
GB
GB
GB
GB
GB GB
GB
GB
GB
GB
GB
GB
GB
GB
GB
GB
GBGB
GB
GB
GB
GB
GB
GB
EX PROPERTY
BOUNDARY
25' DITCH & DITCH
ACCESS EASEMENT
REC NO. 200030157848
(TO BE VACTED BY
CURRENT PLAT)
MATCH LINE SEE SHEET C-015
MAT
C
H
L
I
N
E
S
E
E
S
H
E
E
T
C
-
0
1
7
PROP BAKER LATERAL IRRIGATION EASEMENT
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
EX ROW
PROP ROW
EX ROW
PROP ROW
EX PROPERTY
BOUNDARY
PROP EDGE
OF NEW
ASPHALT
EX EDGE OF
ASPHALT
PROP EDGE OF
NEW ASPHALT
EX EDGE OF
ASPHALT
PROP BAKER LATERAL
IRRIGATION EASEMENT
PROP DRAINAGE EASEMENT
PROP DRAINAGE EASEMENT
EX PROPERTY BOUNDARY
EX PROPERTY BOUNDARY
PROP LIMITS OF
DEVELOPMENT
EX PROPERTY
BOUNDARY
RAIN
GARDEN
POND 200
PROP DRAINAGE EASEMENT
PROP DRAINAGE EASEMENT
FUTURE 10' REGIONAL TRAIL BY OTHERS
PROPOSED 50' TRAIL AND NATURAL AREAS BUFFER EASEMENT
IPIP
RR
IP
VTC
ASPEN
0'
SCALE: 1" = 100'
100'200'
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
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N
O
F
R
E
V
I
S
I
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N
:
DA
T
E
:
RE
V
I
S
E
D
B
Y
:
AP
P
R
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V
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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:
SO
N
D
E
R
S
E
A
S
T
FO
R
T
C
O
L
L
I
N
S
,
C
O
L
O
R
A
D
O
ER
O
S
I
O
N
C
O
N
T
R
O
L
P
L
A
N
(
S
O
U
T
H
)
C-016
16 84
AUGUST 7, 2024
105001
JRG
JRG
JRG
KEY MAP - 1" = 1000'
017
016
015
KEY MAP - 1" = 1000'Street Cut Note
TOTAL
ONSITE AREA
DISTURBED
(SF)
5,641,981
TOTAL
OFFSITE AREA
DISTURBED
(SF)
3,744,027
1.PROJECT WILL BE CONSTRUCTED IN MULTIPLE PHASES.
2.STORAGE/STAGING AREAS SHALL BE WITHIN THE AREA OF DISTURBANCE/ LIMITS OF
DEVELOPMENT.
3.NO HAUL ROADS OFFSITE ARE EXPECTED.
4.HEAVY CONSTRUCTION TRAFFIC TO BE ROUTED IN COORDINATION WITH THE SONDERS EAST
PROJECT MANAGER, PRIOR TO START OF CONSTRUCTION.
5.GROUNDWATER DEPTHS ARE BASED ON BORING INFORMATION COMPLETED FOR SONDERS EAST,
BY CTL THOMPSON, PROJECT NO. FC08010.003-115.
6.SITE SLOPES SHALL BE NO GREATER THAN 4:1.
7.NO RIPARIAN OR SENSITIVE AREAS ARE IDENTIFIED WITH THIS PROJECT.
DISTURBANCE
AT ANY
ONE TIME
(%)
100
EXISTING
VEGETATION
DENSITY
(%)
VARIES
60-85%
EXISTING
SOIL TYPE
TYPE A
SOIL
GROUND
WATER
LEVEL
(FT)
16' to 29'
MATERIAL
CUT/FILL
(CF)
38,329,443
PROJECT DETAILS
1
2
3
4
BLK1
BLK1
BLK1
5
6
7
8 9 10 11
BLK2
5 6
BLK3
BLK4
BLK5 BLK6
BLK
7
1 2 3 4
8 7 6 5
9 10 11 12
16 15 14 13
7 8 9 10
14 13 12 11
1 2 3 4
8 7 6 5
1 2 3
6 5 4
7 8 9 10
14 13 12 11
13
12
14 15 16 17 18
BLK1
BLK1
BLK1
19
20
21
22
23
24
25
26
27
28
29
30
31
32
36 35 34
33
1 2 3 4
5
6
7
8
9
10
11
12
13
1415
16
17
18
19 2021
BLK
4
BLK7BLK5
1 2 3 4 5 6 7 8 9 10 11
1516171819202526
3 4 5 6 7 8 9
11
12
14
15161718192021
BLK10 BLK10
BLK
11
BLK12
BLK14
1
2
3
4
5
6
7
8
9
BLK15
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
BLK15
BLK15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
303132333435363738
1
16
2
15
3
14
4
13
5
12
6
11
7
10
8
9
BLK15
BLK
15
BLK16
BLK17
BLK19
BLK18
BLK21
1
2
3
4
5
6
7
8
9
10
11
12
1
2
3
4
5
6
7
8
9
10
1
2
3
4
6 7 8
9
11
10
12
13
14
5
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19202122
1 2 3 4
5
6
7
8
9
101112131415
1 2 3 4 5 6 7 8 9 10 11
15
12 13 14
22
23242526272829
21
20
35 34
1 2 3 4 5 6 7 8 9
1011121314
1 2 3 4 5 6
7
8
9
10
11
12
14
16
17
18
19
20
22
15161718
19 20 21 22 23 24 25 26 27 28
BLK11
BLK14
27 28 29 30 31 32 33 34
35
36
37
38
39
47 46 45 44 43 42 41 40
BLK12
BLK12
BLK12
8 7
1 2
4 3
1 2
4 3
5 6
16 15
BLK2 BLK3
BLK1
BLK
20
MORNING STAR DRIVE
FA
I
R
W
A
T
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
CL
A
R
I
O
N
L
A
N
E
BRIGHTWATER DRIVE
CLIPPER WAY
FIELD VIEW ROAD
GREENSPACE WAY
FO
R
U
M
R
O
A
D
HIG
H
M
E
A
D
O
W
R
O
A
D
WE
L
L
N
E
S
S
R
O
A
D
WELL
N
E
S
S
R
O
A
D
HIGH
M
E
A
D
O
W
R
O
A
D
HIGH M
E
A
D
O
W
R
O
A
D
STA
R
D
U
S
T
W
A
Y
TRA
I
L
W
A
Y
R
O
A
D
WALKING STICK WAY
PATHWAY ROAD
PARKLAND ROAD
HIG
H
M
E
A
D
O
W
R
O
A
D
FIELD POINT WAY
ST
E
R
N
W
H
E
E
L
E
R
DR
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NOTES: .
1.PERIMETER SILT FENCE SHALL BE INSTALLED ALONG PROPERTY
BOUNDARY, AND IS SHOWN OFFSET FROM PROPERTY BOUNDARY
ON THIS PLAN FOR CLARITY.
·TOTAL PERIMETER SILT FENCE AROUND SITE = 10,566 LF.
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-018 & C-019 FOR EROSION CONTROL NOTES AND
DETAILS. SYMBOLS SHOWN IN THIS PLAN ARE NOT TO SCALE.
7.PHASED EROSION CONTROL SEQUENCING AND PLANS WILL BE
SHOWN AND PROVIDED DURING FINAL DESIGN. SILT FENCE OR
STRAW WATTLES SHALL BE INSTALLED AROUND BLOCKS, AFTER
UTILITY AND STREET CONSTRUCTION AND GRADING IS
COMPLETE. THE EROSION MEASURES WILL BE INSTALLED WHERE
CONSTRUCTION WILL NOT BE DEVELOPED FOR AN EXTENDED
PERIOD OF TIME.
8.THE OFFSITE LIMITS OF DEVELOPMENT (EAST SIDE OF NEW DITCH
RELOCATION, SHALL HAVE DIRT BERM PLACED ALONG LIMITS OF
DEVELOPMENT LINE IN-LIEU-OF SILT FENCE.
9.INSTALL NORTH AMERICAN GREEN EROSION CONTROL FABRIC TO
4:1 SLOPES ADJACENT TO THE NO. 8 DITCH.
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
EXISTING DIRECTION OF SURFACE FLOW
INSTALL RIPRAP PROTECTION (TYPE M D =12")
65
64
15''SAN 15''SAN15''SAN 15''SAN
DP
DP
BLK
14
1
2
3
4
5
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7
8
9
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15
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2
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303132333435363738
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19202122
1 2 3 4
5
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36
37
38
39
41 40
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12
BLK
20
CL
A
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I
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BRIGHTWATER DRIVE
CLIPPER WAY
FIELD VIEW ROAD
GREENSPACE WAY
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(TWO LANE ARTERIAL)
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(TWO LANE ARTERIAL)
TRAILS CROSSING LANE
TRA
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S
C
R
O
S
S
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13
15''SAN 15''SAN15''SAN 15''SAN
DP
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TRACT B
LIND PROPERTY
REC. NO.
200030150497
BEA
C
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C
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B
E
R
L
A
N
E
THO
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E
A
U
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24'x50'
POND 200
EX POND 100
25
30
24
26
27
28
29
31
32
33
25 30
35
40
45
50
26 27 28 29 31 32 33
34
36
37
38
39
41
42
43
44
46
47
48
49
51
52
52
52
53
53
53
53
53
52
52
45
50
44
46
47
48
49
51
52
45
50
43
44
46
47
48
49
51
52
53
30
30
35
35
40
45
50
29 29 31
31
32
32
33
33
34
34
36
36
37
37
38
38 39
39
41
42
43
44
46
47
48
49
51
40
45
36 3637 37 38 39 41
42
43
44
46
35
40
33
34
36
37
38
39
41
25
25
25
24
26
27
28
29
53
45
50
44
46
4748
51
52
53
54
4344
50
46
47
48
49
51
52
45
50
44
46
47
48
49
51
52
53
54
50
46
47
48
49
51
52
53
40
45
50
37
38
39
41
42
43
44
46
47
48
49
51
52
53
30
35
262728
29
31
32
33
34
36
37
50
47
48
49
51
45
50
41
42
43
44
46
47
48
49
40
45
37 38 39
41
42
43
44
46
47
48
30
35
40
31
32
33
34
36
37
38
39
35
40
32
33
34
36
37
38
39
41
35
40
45
36
37
38
39
41
42
43
44
46
40
36
37
38
39
41
42
43
44
30
35
31
32
33 34
36 37
38
39
30
35
26
27
28
29
31
32
33
34
36
25
25
30
30
35
35
40
40
23
23
24
24
26
26
27
27
28
28
29
29
31
31
32
32
33
33
34
34
36
36
37
37
38
38
39
39
41
41
42
42
43
30
30
30
35
28
2929 29
3131
31
3232
32
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3434
34
52
51
39
38
37
42
37
40
39
40
41
42
41
42
42
38
37
53
28
28
25 24
21
25
43
42
42
41
40
41
5353
54
54
47
45
44
43
46
50
53
50
45
43
3231 31
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53
54
54
35
36
37
38
39
40
34
34
35
33
29
30
44
25
28
2923
23
25
28
28
2726
25
29
42
41
40
39
38
37
30
31
32
33
34
32
31
34
30
28
29
31
32
33
34
28
29
31
32
33
30
35
36
37
38
IP
RR RR
RR
RR
IP
IP
IP IP
IP
RR
IP
IP
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IP
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IP IP
IP
IP
IP IP
GB
W
W
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GB
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GB
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GB
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IP
EX PROPERTY BOUNDARY
PROP DRAINAGE EASEMENT
EX PROPERTY BOUNDARY
PROP CONC WINGWALL/ RETAINING WALL
PROP LIMITS OF DEVELOPMENT
PROP LIMITS OF DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT PROP MSE
WALLS
PROP LIMITS OF DEVELOPMENT
PROP TEMPORARY CONSTRUCTION EASEMENT
PROP TEMPORARY CONSTRUCTION EASEMENT
PROP CONC DROP STRUCTURE
PROP DRAINAGE EASEMENT
PROP DRAINAGE EASEMENT
EX PRESCRIPTIVE
EASEMENT
PROP DITCH EASEMENT
PROP TOP (TOP OF BANK) OF NO. 8 DITCH
PROP BOTTOM (TOE OF SLOPE) OF NO. 8 DITCH
PROP LIMITS OF DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP DITCH EASEMENT
PROP TOP (TOP OF BANK) OF NO. 8 DITCH
PROP BOTTOM (TOE OF SLOPE) OF NO. 8 DITCH
PROP LIMITS OF DEVELOPMENT
EX PROPERTY BOUNDARY
PROP CONC C&G W/ 2' ASPHALT PATCH
EX PROPERTY
BOUNDARY
PROP LIMITS OF
DEVELOPMENT
PROP DRAINAGE EASEMENT
VTC
REFER TO NOTE 9 THIS SHEET
REFER TO NOTE 9 THIS SHEET
REFER TO NOTE 9 THIS SHEET
IPIP
ASPEN
0'
SCALE: 1" = 100'
100'200'
SHEET No:
PR
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E
C
T
/
L
O
C
A
T
I
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N
:
DR
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W
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:
OF
CHECKED BY:
DESIGNED BY:
DRAWN BY:
DE
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:
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C-017
17 84
AUGUST 7, 2024
105001
JRG
JRG
JRG
KEY MAP - 1" = 1000'
017
016
015
KEY MAP - 1" = 1000'
Street Cut Note
MAT
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0
1
6
TOTAL
ONSITE AREA
DISTURBED
(SF)
5,641,981
TOTAL
OFFSITE AREA
DISTURBED
(SF)
3,744,027
1.PROJECT WILL BE CONSTRUCTED IN MULTIPLE PHASES.
2.STORAGE/STAGING AREAS SHALL BE WITHIN THE AREA OF DISTURBANCE/ LIMITS OF
DEVELOPMENT.
3.NO HAUL ROADS OFFSITE ARE EXPECTED.
4.HEAVY CONSTRUCTION TRAFFIC TO BE ROUTED IN COORDINATION WITH THE SONDERS EAST
PROJECT MANAGER, PRIOR TO START OF CONSTRUCTION.
5.GROUNDWATER DEPTHS ARE BASED ON BORING INFORMATION COMPLETED FOR SONDERS EAST,
BY CTL THOMPSON, PROJECT NO. FC08010.003-115.
6.SITE SLOPES SHALL BE NO GREATER THAN 4:1.
7.NO RIPARIAN OR SENSITIVE AREAS ARE IDENTIFIED WITH THIS PROJECT.
DISTURBANCE
AT ANY
ONE TIME
(%)
100
EXISTING
VEGETATION
DENSITY
(%)
VARIES
60-85%
EXISTING
SOIL TYPE
TYPE A
SOIL
GROUND
WATER
LEVEL
(FT)
16' to 29'
MATERIAL
CUT/FILL
(CF)
38,329,443
PROJECT DETAILS
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C-018
18 84
AUGUST 7, 2024
105-001
JRG
JRG
JRG
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.
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C-019
19 84
AUGUST 7, 2024
105-001
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
OUTLET PIPE
ENDS OF GRAVEL FILTER TO BE
KEYED INTO FILL SLOPE.
TOE OF FILL
FLOW
GRAVEL FILTER
(3/4"Ø ± GRAVEL,
WRAPPED IN CHICKEN
WIRE)
MAINTENANCE NOTES:
1. FORM CHICKEN WIRE WRAP ALONG FRONT OF OUTLET STRUCTURE AND EXTENDING INTO EMBANKMENT OF POND.
2. PACK WITH 3/4" GRAVEL AND ROLL & TWIST CHICKEN WIRE WRAP AT TOP TO HOLD TOGETHER (WIRE TIE, IF NECESSARY).
GRAVEL FILTER SHALL BE 18" TALL x 18" WIDE AND SLOPE TOWARDS OUTLET STRUCTURE OR LAID UP AGAINST OUTLET
STRUCTURE FOR STABILITY.
3. SEDIMENT BASIN FILTER SHALL BE INSPECTED PERIODICALLY AND AFTER EACH RAIN EVENT, AND REPAIRED WHEN
NECESSARY. ACCUMULATED SEDIMENT SHALL BE REMOVED.
4. SEDIMENT BASIN FILTER SHALL BE REMOVED AFTER IT HAS SERVED ITS PURPOSE.
OUTLET PIPEFILTERED
WATERRUNOFF
18" TALL GRAVEL FILTER.
18"
18"
OUTLET STRUCTURE
OUTLET STRUCTURE
1
2
3
4
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19 2021
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1 2 3 4 5 6 7 8 9 10 11
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3 4 5 6 7 8 9
11
12
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1
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5
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19202122
1 2 3 4
5
6
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8
9
101112131415
1 2 3 4 5 6 7 8 9 10 11
15
12 13 14
22
23242526272829
21
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1 2 3 4 5 6 7 8 9
1011121314
1 2 3 4 5 6
7
8
9
10
11
12
14
16
17
18
19
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15161718
19 20 21 22 23 24 25 26 27 28
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35
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MORNING STAR DRIVE
FA
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ST
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TRAILS CROSSING LANE
TU
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FA
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(TWO LANE ARTERIAL)
RICHARDS LAKE ROAD
(TWO LANE ARTERIAL)
TU
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BUILDING A3 STORY18 UNIT
BUILDING B3 STORY18 UNIT
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BUILDING D3 STORY18 UNIT
BUILDING A3 STORY18 UNIT
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NOTES:
1.SEE DETAILED GRADING PLAN SHEETS C-023 TO C-032 FOR PRELIMINARY GRADING SPOT
ELEVATIONS, LABELING, ETC...
2.THIS PLAN SHOWS OVERALL PRELIMINARY GRADING AND DRAINAGE PATTERNS FOR THE SITE.
3.RUNOFF FROM THE PROPOSED DEVELOPMENT WILL BE CONVEYED TO THREE DETENTION PONDS,
WHERE LID, WQCV, AND DETENTION WILL BE PROVIDED FOR THE DEVELOPMENT. PLEASE REFER TO
SHEETS C-034 TO C-036 FOR OVERALL GRADING AND DRAINAGE EXHIBITS, INCLUDING DRAINAGE
TABLES AND FLOW DATA.
4.ALL PROPOSED STORM DRAINAGE PIPES AND STRUCTURES ON SITE, OFFSITE, AND OUTSIDE OF THE
CITY RIGHT-OF-WAY, WILL BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER (SONDERS EAST).
ALL EXISTING AND PROPOSED STORM SEWER WITHIN PUBLIC ROW, WILL BE OWNED AND
MAINTAINED BY THE CITY OF FORT COLLINS.
1
2
3
4
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1
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1
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1
5
6
7
8 9 10 11
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2
5 6
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3
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4
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5 BLK
6
BLK
7
1 2 3 4
8 7 6 5
9 10 11 12
16 15 14 13
1 2 3 4
8 7 6 5
1 2 3
6 5 4
13
12
14 15 16 17 18
BLK
1
BLK
1
BLK
1
19
20
21
22
23
24
25
26
27
28
29
1 2 3 4
5
6
7
8
9
10
11
16
17
18
19 2021
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4
8 7
1 2
4 3
1 2
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MEADOW LARK ROAD
NATURE PARK WAY
NA
T
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P
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GR
E
E
N
S
P
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MOORLAND WAY
PARKLAND WAY
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TU
R
N
B
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R
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A
D
(T
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A
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A
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PARKLAND WAY
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ST
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N
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.
8
D
I
T
C
H
POND 300
RAIN
GARDEN
DOUGLAS ROAD
A
C-0
2
0
A
C-02
0
A
C-
0
2
0
60
65
59
6162636466676869
60
60
65
59
59
61
61
62
62
63
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62
63
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62
63
64
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56
57
58
59
61
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65
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63
64
66
67
68
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64
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60
61
62
63
60
61
62
63
65
70
64
66
67
68
69
60
59
61
62
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61
62
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66
67
68
69
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65
63
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65
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61
61
62
62
63
63
64
64
63
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40
45
50
50
39
41
42
4344
46
46
47
47
48
49
49
50
50
50
55
60
464748
49
49
49
51
52
53545657585961
40
45
45
45
50
55
60
65
41
42
42
42
43
43
43
44
44
44
46
46
46
47
47
47
48
48
48
49
49
49
51
52
53
54
56
57
58
59
61
62
63
64
66
6768
55
55
60
60
65
70
54
54
56
56
57
57
58
58
59
59
61
61
61
61
62
62
63
63
64
66
67
68
69
65
65
70
70
64
64
66
66
67
67
68
68
69
69
71
7171
72
72
73
50
48
45
7272
73
71
70
69
69
65666768
64
70
70
70
70
70
70
63
64
64
65
65
66
63
70
69
60
5260
55
55
60
52
65
61
67
55
50
50
45
5053
49
48 47 46 45
4945
42
61
62
62
61
63
63
70
50
50
45
42
42
45
50
52
52
59
59
51
50
51
55
59
60
67
41
49
42
49
42
50
55
60
40
63
64
65
66
67
68
69
70
25' DITCH & DITCH
ACCESS EASEMENT
REC NO. 200030157848
(TO BE VACATED BY
CURRENT PLAT)
PROP ROWEX PROPERTY
BOUNDARY
EX PROPERTY BOUNDARY
PROP ROW
PROP DITCH EASEMENT
PROP DITCH EASEMENT
PROP TEMPORARY CONSTRUCTION EASEMENT
PROP TEMPORARY CONSTRUCTION EASEMENT
PROP DITCH EASEMENT
PROP DRAINAGE EASEMENT
PROP DRAINAGE EASEMENT
PROP IRRIGATION EASEMENT
PROP DRAINAGE EASEMENT
PROP TOP (TOP OF BANK) OF NO. 8 DITCH
PROP BOTTOM (TOE OF SLOPE) OF NO. 8 DITCH
PROP TOP (TOP OF BANK) OF NO. 8 DITCH
PROP BOTTOM (TOE OF SLOPE) OF NO. 8 DITCH
PROP BAKER LATERAL IRRIGATION EASEMENT
PROP BAKER LATERAL
IRRIGATION EASEMENT
25' DITCH & DITCH
ACCESS EASEMENT
REC NO. 200030157848
(TO BE VACATED BY
CURRENT PLAT)
PROP CONC DROP STRUCTURE
PROP CONC DROP STRUCTURE
EX ROW
EX ROW
EX ROW
FUT ROW
EX PROPERTY
BOUNDARY
PROP LIMITS OF DEVELOPMENT
PROP LIMITS OF DEVELOPMENT
PROP LIMITS OF DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP EDGE OF
NEW ASPHALT
MATCH EXISTING
EX EDGE OF
ASPHALT
PROP EDGE OF
NEW ASPHALT
EX EDGE OF
ASPHALT
PROP RCP STORM EXTENSION FOR COUNTRY CLUB
RESERVE DEVELOPMENT OUTFALL TO NO. 8 DITCH
EX COUNTRY
CLUB RESERVE
STORM OUTFALL
PIPE
PROP RCP IRRIGATION PIPE EXTENSION FOR
SERRAMONTE HIGHLANDS IRRIGATION TAILWATER
OUTFALL TO NO. 8 DITCH
PROP TYPE R
INLETS
PROP AREA
INLET
PROP CONC
FOREBAY
W/ RIPRAP
FUTURE BAKER LATERAL EXTENSION (BY OTHERS)
END PROP BAKER LATERAL EXTENSION AT MH
(EXTENSION TO NORTH, IN FUTURE, BY OTHERS)
PROP CURB CUT W/ CONC
CHASE & SW CULVERT
PROP CURB CUT W/ CONC
CHASE & SW CULVERT
PROP CURB CUT W/ CONC
CHASE & SW CULVERT
EX PROPERTY
BOUNDARY
PROP CURB CUT
W/ CONC CHASE &
SW CULVERT
PROP CURB CUT
W/ CONC CHASE &
SW CULVERT
PROP CURB CUT
W/ CONC CHASE &
SW CULVERT
PROP 6' CONC
CROSSPAN
PROP 6' CONC
CROSSPAN
PROP 6' CONC
CROSSPAN
PROP 6' CONC
CROSSPAN
PROP POND OUTLET
STRUCTURE
PROP RCP STORM
SEWER OUTLET TO
NO. 8 DITCH
PROP BAKER
LATERAL IRRG PIPE
EXTENSION
PROP BAKER
LATERAL IRRG PIPE
EXTENSION
PROP AREA
INLET
FUTURE 10' REGIONAL TRAIL BY OTHERS
PROPOSED 50' TRAIL AND NATURAL AREAS BUFFER EASEMENT
128'
14'25'25'32'32'
8'
25' DITCH RIDER ROAD/ ESMT.25' DITCH RIDER ROAD/ ESMT.
GRADE VARIES
GRADE VARIES
DITCH EASEMENT
NO. 8 DITCH CROSS-SECTION
(NTS)
Q100 = 1025 CFS (ICON MODEL)
DMIN = 8'
COMPACTED BENTONITE
CLAY LINED CHANNELA
ASPEN
0'
SCALE: 1" = 100'
100'200'
SHEET No:
PR
O
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L
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:
DR
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:
OF
CHECKED BY:
DESIGNED BY:
DRAWN BY:
DE
S
C
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V
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S
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:
DA
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:
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V
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D
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:
AP
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:
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V
.
#
1 2 3 4 5 6 7
PRE
L
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M
I
N
A
R
Y
NOT
F
O
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C
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N
S
T
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U
C
T
I
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project no:
date:
SO
N
D
E
R
S
E
A
S
T
FO
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T
C
O
L
L
I
N
S
,
C
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L
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A
D
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OV
E
R
A
L
L
G
R
A
D
I
N
G
P
L
A
N
&
D
R
A
I
N
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E
P
L
A
N
(
N
O
R
T
H
)
C-020
20 84
AUGUST 7, 2024
105001
JRG
JRG
JRG
KEY MAP - 1" = 1000'
022
021
020
KEY MAP - 1" = 1000'
MATCH LINE
SEE SHEET C-021
LEGEND
EXISTING CONTOURS
NEW INTERMEDIATE CONTOURS64
65 NEW INDEX CONTOURS
PROPOSED FLOWLINE
EX RIGHT-OF-WAY/ PROPERTY BOUNDARY
PROPOSED STORM PIPE
EXISTING STORM PIPE & MANHOLE
DRAINAGE FLOW DIRECTION
DRAINAGE SWALE
Street Cut Note
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.
1
2
3
4
BLK1
BLK1
BLK1
5
6
7
8 9 10 11
BLK2
5 6
BLK3
BLK4
BLK5 BLK6
BLK
7
1 2 3 4
8 7 6 5
9 10 11 12
16 15 14 13
7 8 9 10
14 13 12 11
1 2 3 4
8 7 6 5
1 2 3
6 5 4
7 8 9 10
14 13 12 11
13
12
14 15 16 17 18
BLK1
BLK1
BLK1
19
20
21
22
23
24
25
26
27
28
29
30
31
32
36 35 34
33
1 2 3 4
5
6
7
8
9
10
11
12
13
1415
16
17
18
19 2021
BLK
4
BLK7BLK5
1 2 3 4 5 6 7 8 9 10 11
1516171819202526
3 4 5 6 7 8 9
11
12
14
15161718192021
BLK10 BLK10
BLK
11
BLK12
BLK14
1
2
3
4
5
6
7
8
9
BLK15
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
BLK15
BLK15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
303132333435363738
1
16
2
15
3
14
4
13
5
12
6
11
7
10
8
9
BLK15
BLK
15
BLK16
BLK17
BLK19
BLK18
BLK21
1
2
3
4
5
6
7
8
9
10
11
12
1
2
3
4
5
6
7
8
9
10
1
2
3
4
6 7 8
9
11
10
12
13
14
5
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19202122
1 2 3 4
5
6
7
8
9
101112131415
1 2 3 4 5 6 7 8 9 10 11
15
12 13 14
22
23242526272829
21
20
35 34
1 2 3 4 5 6 7 8 9
1011121314
1 2 3 4 5 6
7
8
9
10
11
12
14
16
17
18
19
20
22
15161718
19 20 21 22 23 24 25 26 27 28
BLK11
BLK14
27 28 29 30 31 32 33 34
35
36
37
38
39
47 46 45 44 43 42 41 40
BLK12
BLK12
BLK12
8 7
1 2
4 3
1 2
4 3
5 6
16 15
BLK2 BLK3
BLK1
BLK
20
MORNING STAR DRIVE
FA
I
R
W
A
T
E
R
D
R
I
V
E
ST
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R
N
W
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ST
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CL
A
R
I
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N
L
A
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BRIGHTWATER DRIVE
CLIPPER WAY
FIELD VIEW ROAD
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FO
R
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P
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(TWO LANE ARTERIAL)
RICHARDS LAKE ROAD
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TU
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1 2 3 4
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BUILDING A3 STORY18 UNIT
BUILDING B3 STORY18 UNIT
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24
12 13
14
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1021
13
22232425
BLK10 BLK10
BLK
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16
17
18
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BUILDING D3 STORY18 UNIT
BUILDING A3 STORY18 UNIT
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E
NOTES:
1.SEE DETAILED GRADING PLAN SHEETS C-023 TO C-032 FOR PRELIMINARY GRADING SPOT
ELEVATIONS, LABELING, ETC...
2.THIS PLAN SHOWS OVERALL PRELIMINARY GRADING AND DRAINAGE PATTERNS FOR THE SITE.
3.RUNOFF FROM THE PROPOSED DEVELOPMENT WILL BE CONVEYED TO THREE DETENTION PONDS,
WHERE LID, WQCV, AND DETENTION WILL BE PROVIDED FOR THE DEVELOPMENT. PLEASE REFER TO
SHEETS C-034 TO C-036 FOR OVERALL GRADING AND DRAINAGE EXHIBITS, INCLUDING DRAINAGE
TABLES AND FLOW DATA.
4.ALL PROPOSED STORM DRAINAGE PIPES AND STRUCTURES ON SITE, OFFSITE, AND OUTSIDE OF THE
CITY RIGHT-OF-WAY, WILL BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER (SONDERS EAST).
ALL EXISTING AND PROPOSED STORM SEWER WITHIN PUBLIC ROW, WILL BE OWNED AND
MAINTAINED BY THE CITY OF FORT COLLINS.
WA
T
E
R
S
E
D
G
E
S
E
C
O
N
D
F
I
L
I
N
G
BLOCK 9
LIND PROPERTY
REC. NO.
200030150497
TRACT B
LIND PROPERTY
REC. NO.
200030150497
BLK
5 BLK
6
BLK
7
7 8 9 10
14 13 12 11
8 7 6 5
6 5 4
7 8
9
10
14 13
12
11
27
28
29
30
31
32
36
35
34
33
10
11
12
13
14
15
16
17
BLK
4
BLK
7BLK
5
1 2 3 4 5 6 7 8 9 10 11
1516171819202526
3 4 5 6 7 8 9
11
12
14
15161718192021
BLK
10
BLK
10
BLK
11
BLK
12
BLK
14
1
2
3
4
5
6
7
8
9
BLK
15
1
2
3
4
5
6
7
8
9
10
11
12
13
14
BLK
16
BLK
17
13
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19202122
1 2 3 4
5
6
7
8
9
101112131415
1 2 3 4 5 6 7 8 9 10 11
15
12 13 14
22
23242526272829
21
20
35 34
1 2 3 4 5 6 7 8 9
1011121314
1 2 3 4
5
6
7
8
9
10
11
12
14
16
17
18
19
20
22
15161718
19 20 21 22 23 24 25 26 27 28
BLK
11
BLK
14
27 28 29 30 31 32 33 34
35
36
37
38
39
47 46 45 44 43 42 41 40
BLK
12
BLK
12
BLK
12
4 3
5 6
16 15
BLK
1
MORNING STAR DRIVE
FA
I
R
W
A
T
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
BRIGHTWATER DRIVE
CLIPPER WAY
WEL
L
N
E
S
S
R
O
A
D
HIG
H
M
E
A
D
O
W
R
O
A
D
HIGH
M
E
A
D
O
W
R
O
A
D
STA
R
D
U
S
T
W
A
Y
TR
A
I
L
W
A
Y
R
O
A
D
WALKING STICK WAY
PATHWAY ROAD
PARKLAND ROAD
HI
G
H
M
E
A
D
O
W
R
O
A
D
FIELD POINT WAY
ST
E
R
N
W
H
E
E
L
E
R
DR
I
V
E
WANDER T
R
A
I
L
NAT
U
R
E
P
A
R
K
W
A
Y
GR
E
E
N
S
P
A
C
E
R
O
A
D
AMBLE LANE
PLAY
P
A
R
K
L
A
N
E
TRAILS CROSSING LANE
BRIGHTWATER DRIVE
FA
I
R
W
A
T
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
MORNING STAR DRIVE
AMBLE LANE
PATHWAY LANE PATHWAY LANEPATHWAY LANE
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
TRAILS CROSSING LANE
TRA
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E
AMBLE LANE
1 2 3 4
7 6 5
8
11
9
10
BUILDING A
3 STORY
18 UNIT
BUILDING B
3 STORY
18 UNIT
BLK
8
BLK
8
24
12 13
14
212223
BLK
9
BLK
9
1021
13
22232425
BLK
10
BLK
10
BLK
11
30313233
16
17
18
19
23242526
21
15
13
BUILDING D
3 STORY
18 UNIT
BUILDING A
3 STORY
18 UNIT
RAIN
GARDEN
POND 200
50
55
47
48
49
51
52
52
52
53
53
53
53
53
53
53
54
56
57
58
59
616263
64
60
58
58
58
59
61
62
63
55
60
60
5657
57
58
58
59
59
61
61
556065
52
52
53
545657585961626364
55
54
565758
5560
53
5456575859
55
55
54
54
56
56
57
58
55
54
54
56
50
46
47
48
49
51
52
53
54
45
50
44
46
47
48
49
51
52
45
50
43
44
46
47
48
49
51
52
53
40
45
50
37
38
39
41
42
43
44
46
47
48
49
51
45
43
44
46
60
61
55
54
56
57
58
60
65
6162
63
64
66
67
68
69
60
65
70
59
61
62
63
64
66
67
68
69
55
60
56
57
58
59
61
62
63
64
5560565758596162
55
60
545657585961
55
60
54
5657
5859
60
65
58
59
61
62
63
64
66
67
68
69
55
53
54
56575859
55
53
54
565758
55
60
65
56
57
58
59
61
62
63
64
55
52
53
54
56
57
50
48
49
51
52
5354
50
4849
515253
45
50
44
46
474849
51
52
53
54
45
4344
46
45
42
43
44
50
46
47
48
49
51
52
45
50
44
46
47
48
49
51
52
53
54
50
46
47
48
49
51
52
53
40
45
50
37
38
39
41
42
43
44
46
47
48
49
51
52
53
50
47
48
49
51
45
50
41
42
43
44
46
47
48
49
40
45
37 38 39
41
42
43
44
46
47
48
45
44
36
37
38
39
52
51
50
49
48
47 46
45
44
43
42
41
41
42
42
41
40
39
38
37
42
37
40
39
40
41
42
41
42
42
38
37
53
42
41
42 3840
45
40
39
4550
55
43
41
42
42
41
40
42
42
41
69
68
69
70
70
70
66
67
68
69
70
65
64
63
63 60 55
53
53
54
54
53
52 51
5353
54
54
47
45
44
43
46
50
53
50
45
53
5857
64
65
43
5554
53
54
54
37
38
39
40
42
41
40
40
60
61
62
44
43
42 41 40
39
38
37
EX PROPERTY
BOUNDARY
25' DITCH & DITCH
ACCESS EASEMENT
REC NO. 200030157848
(TO BE VACTED BY
CURRENT PLAT)
PROP BAKER LATERAL IRRIGATION EASEMENT
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
EX ROW
PROP ROW
EX ROW
PROP ROW
EX PROPERTY
BOUNDARY
PROP EDGE
OF NEW
ASPHALT
EX EDGE OF
ASPHALT
PROP EDGE OF
NEW ASPHALT
EX EDGE OF
ASPHALT
PROP BAKER
LATERAL
IRRIGATION
EASEMENT
PROP DRAINAGE EASEMENT
PROP DRAINAGE EASEMENT
EX PROPERTY BOUNDARY
EX PROPERTY BOUNDARY
PROP LIMITS OF
DEVELOPMENT
EX PROPERTY
BOUNDARY
PROP DRAINAGE EASEMENT
PROP DRAINAGE EASEMENT
PROP 6' CONC
CROSSPAN
PROP 6' CONC
CROSSPAN
PROP 6' CONC
CROSSPAN
PROP 6' CONC
CROSSPAN
PROP 6' CONC
CROSSPANPROP 6' CONC
CROSSPAN
PROP 6' CONC
CROSSPAN
PROP 6' CONC
CROSSPAN
PROP TYPE R
INLETS
PROP AREA
INLET PROP AREA
INLET
PROP TYPE R
INLETS
PROP AREA
INLET
PROP TYPE R
INLETS
PROP TYPE R
INLETS
PROP TYPE R
INLETS
PROP TYPE R
INLET
PROP CONC
FOREBAY
W/ RIPRAP
PROP POND OUTLET
STRUCTURE
PROP CURB CUT
W/ CONC CHASE &
SW CULVERT
PROP CURB CUT
W/ CONC CHASE &
SW CULVERT
PROP CURB CUT W/ CONC CHASE & SW CULVERT
PROP
CURB CUT
W/ CONC
CHASE &
SW
CULVERT
PROP BAKER
LATERAL IRRG
PIPE
EXTENSION
PROP BAKER
LATERAL
IRRG PIPE
EXTENSION
PROP BEGIN BAKER
LATERAL IRRG PIPE
EXTENSION: TIE-IN TO
EX BAKER LATERAL
IRRG MH
PROP TYPE R
INLETS PROP TYPE R
INLETS
PROP AREA
INLET
PROP TYPE R
INLETS
PROP TYPE R
INLETS
PROP RIPRAP
PROP RIPRAP
FUTURE 10' REGIONAL TRAIL BY OTHERS
PROPOSED 50' TRAIL AND NATURAL AREAS BUFFER EASEMENT
PROP AREA
INLET
PROP AREA
INLET
ASPEN
0'
SCALE: 1" = 100'
100'200'
SHEET No:
PR
O
J
E
C
T
/
L
O
C
A
T
I
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N
:
DR
A
W
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:
OF
CHECKED BY:
DESIGNED BY:
DRAWN BY:
DE
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.
#
1 2 3 4 5 6 7
PRE
L
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NOT
F
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C
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S
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U
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project no:
date:
SO
N
D
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R
S
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A
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FO
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C
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&
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(
S
O
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)
C-021
21 84
AUGUST 7, 2024
105001
JRG
JRG
JRG
KEY MAP - 1" = 1000'
022
021
020
KEY MAP - 1" = 1000'
MATCH LINE
SEE SHEET C-020
Street Cut Note
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.
LEGEND
EXISTING CONTOURS
NEW INTERMEDIATE CONTOURS64
65 NEW INDEX CONTOURS
PROPOSED FLOWLINE
EX RIGHT-OF-WAY/ PROPERTY BOUNDARY
PROPOSED STORM PIPE
EXISTING STORM PIPE & MANHOLE
DRAINAGE FLOW DIRECTION
DRAINAGE SWALE
MAT
C
H
L
I
N
E
SEE
S
H
E
E
T
C
-
0
2
2
1
2
3
4
BLK1
BLK1
BLK1
5
6
7
8 9 10 11
BLK2
5 6
BLK3
BLK4
BLK5 BLK6
BLK
7
1 2 3 4
8 7 6 5
9 10 11 12
16 15 14 13
7 8 9 10
14 13 12 11
1 2 3 4
8 7 6 5
1 2 3
6 5 4
7 8 9 10
14 13 12 11
13
12
14 15 16 17 18
BLK1
BLK1
BLK1
19
20
21
22
23
24
25
26
27
28
29
30
31
32
36 35 34
33
1 2 3 4
5
6
7
8
9
10
11
12
13
1415
16
17
18
19 2021
BLK
4
BLK7BLK5
1 2 3 4 5 6 7 8 9 10 11
1516171819202526
3 4 5 6 7 8 9
11
12
14
15161718192021
BLK10 BLK10
BLK
11
BLK12
BLK14
1
2
3
4
5
6
7
8
9
BLK15
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
BLK15
BLK15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
303132333435363738
1
16
2
15
3
14
4
13
5
12
6
11
7
10
8
9
BLK15
BLK
15
BLK16
BLK17
BLK19
BLK18
BLK21
1
2
3
4
5
6
7
8
9
10
11
12
1
2
3
4
5
6
7
8
9
10
1
2
3
4
6 7 8
9
11
10
12
13
14
5
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19202122
1 2 3 4
5
6
7
8
9
101112131415
1 2 3 4 5 6 7 8 9 10 11
15
12 13 14
22
23242526272829
21
20
35 34
1 2 3 4 5 6 7 8 9
1011121314
1 2 3 4 5 6
7
8
9
10
11
12
14
16
17
18
19
20
22
15161718
19 20 21 22 23 24 25 26 27 28
BLK11
BLK14
27 28 29 30 31 32 33 34
35
36
37
38
39
47 46 45 44 43 42 41 40
BLK12
BLK12
BLK12
8 7
1 2
4 3
1 2
4 3
5 6
16 15
BLK2 BLK3
BLK1
BLK
20
MORNING STAR DRIVE
FA
I
R
W
A
T
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
CL
A
R
I
O
N
L
A
N
E
BRIGHTWATER DRIVE
CLIPPER WAY
FIELD VIEW ROAD
GREENSPACE WAY
FO
R
U
M
R
O
A
D
HIG
H
M
E
A
D
O
W
R
O
A
D
WE
L
L
N
E
S
S
R
O
A
D
WELL
N
E
S
S
R
O
A
D
HIGH
M
E
A
D
O
W
R
O
A
D
HIGH M
E
A
D
O
W
R
O
A
D
STA
R
D
U
S
T
W
A
Y
TRA
I
L
W
A
Y
R
O
A
D
WALKING STICK WAY
PATHWAY ROAD
PARKLAND ROAD
HIG
H
M
E
A
D
O
W
R
O
A
D
FIELD POINT WAY
ST
E
R
N
W
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E
E
L
E
R
DR
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WANDER TRAIL
NATURE PARK WAY
NA
T
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P
A
R
K
W
A
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GR
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N
S
P
A
C
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R
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A
D
GR
E
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N
S
P
A
C
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R
O
A
D
GRASSLAND ROAD
MOORLAND WAY
PARKLAND WAY
AMBLE LANE
PLAY
P
A
R
K
L
A
N
E
TRAILS CROSSING LANE
TU
R
N
B
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R
R
Y
R
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A
D
(T
W
O
L
A
N
E
A
R
T
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R
I
A
L
)
BRIGHTWATER DRIVE
FA
I
R
W
A
T
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R
D
R
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ST
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W
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BA
R
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A
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B
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RICHARDS LAKE ROAD
(TWO LANE ARTERIAL)
RICHARDS LAKE ROAD
(TWO LANE ARTERIAL)
TU
R
N
B
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R
R
Y
R
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A
D
(T
W
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A
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A
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T
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A
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)
TU
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R
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A
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A
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A
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R
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TU
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R
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A
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(T
W
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A
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A
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TU
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A
D
(T
W
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L
A
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E
A
R
T
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R
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A
L
)
BRIGHTWATER DRIVE
MORNING STAR DRIVE
MOORLAND WAY
PARKLAND WAY
AMBLE LANE
PATHWAY LANE PATHWAY LANEPATHWAY LANE
STE
R
N
W
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E
L
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R
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TRAILS CROSSING LANE
TRA
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C
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S
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L
A
N
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AMBLE LANE
STE
R
N
W
H
E
E
L
E
R
C
O
U
R
T
1 2 3 4
7 6 5
8
11
9
10
BUILDING A3 STORY18 UNIT
BUILDING B3 STORY18 UNIT
BLK
8BLK8
24
12 13
14
212223
BLK9 BLK9
1021
13
22232425
BLK10 BLK10
BLK
11
30313233
16
17
18
19
23242526
21
15
13
BUILDING D3 STORY18 UNIT
BUILDING A3 STORY18 UNIT
S S S
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NOTES:
1.SEE DETAILED GRADING PLAN SHEETS C-023 TO C-032 FOR PRELIMINARY GRADING SPOT
ELEVATIONS, LABELING, ETC...
2.THIS PLAN SHOWS OVERALL PRELIMINARY GRADING AND DRAINAGE PATTERNS FOR THE SITE.
3.RUNOFF FROM THE PROPOSED DEVELOPMENT WILL BE CONVEYED TO THREE DETENTION PONDS,
WHERE LID, WQCV, AND DETENTION WILL BE PROVIDED FOR THE DEVELOPMENT. PLEASE REFER TO
SHEETS C-034 TO C-036 FOR OVERALL GRADING AND DRAINAGE EXHIBITS, INCLUDING DRAINAGE
TABLES AND FLOW DATA.
4.ALL PROPOSED STORM DRAINAGE PIPES AND STRUCTURES ON SITE, OFFSITE, AND OUTSIDE OF THE
CITY RIGHT-OF-WAY, WILL BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER (SONDERS EAST).
ALL EXISTING AND PROPOSED STORM SEWER WITHIN PUBLIC ROW, WILL BE OWNED AND
MAINTAINED BY THE CITY OF FORT COLLINS.
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BRIGHTWATER DRIVE
CLIPPER WAY
FIELD VIEW ROAD
GREENSPACE WAY
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RICHARDS LAKE ROAD
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RICHARDS LAKE ROAD
(TWO LANE ARTERIAL)
TRAILS CROSSING LANE
TRA
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19
15
13 EX
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.
8
D
I
T
C
H
15''SAN 15''SAN15''SAN 15''SAN
DP
DP
TRACT B
LIND PROPERTY
REC. NO.
200030150497
POND 200
EX POND 100
15''SAN 15''SAN15''SAN 15''SAN
DP
DP
B1
C-022
B2C-02
2
25
30
24
26
27
28
29
31
32
33
25 30
35
40
45
50
26 27 28 29 31 32 33
34
36
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41
42
43
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49
51
52
52
52
53
53
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44
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51
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45
50
43
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46
47
48
49
51
52
53
30
30
35
35
40
45
50
29 29 31
31
32
32
33
33
34
34
36
36
37
37
38
38 39
39
41
42
43
44
46
47
48
49
51
40
45
36 3637 37 38 39 41
42
43
44
46
35
40
33
34
36
37
38
39
41
25
25
25
24
26
27
28
29
53
45
50
44
46
4748
51
52
53
54
4344
50
46
47
48
49
51
52
45
50
44
46
47
48
49
51
52
53
54
50
46
47
48
49
51
52
53
40
45
50
37
38
39
41
42
43
44
46
47
48
49
51
52
53
30
35
262728
29
31
32
33
34
36
37
50
47
48
49
51
45
50
41
42
43
44
46
47
48
49
40
45
37 38 39
41
42
43
44
46
47
48
30
35
40
31
32
33
34
36
37
38
39
35
40
32
33
34
36
37
38
39
41
35
40
45
36
37
38
39
41
42
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44
46
40
36
37
38
39
41
42
43
44
30
35
31
32
33 34
36 37
38
39
30
35
26
27
28
29
31
32
33
34
36
25
25
30
30
35
35
40
40
23
23
24
24
26
26
27
27
28
28
29
29
31
31
32
32
33
33
34
34
36
36
37
37
38
38
39
39
41
41
42
42
43
30
30
30
35
28
2929 29
3131
31
3232
32
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3434
34
52
51
39
38
37
42
37
40
39
40
41
42
41
42
42
38
37
53
28
28
25 24
21
25
43
42
42
41
40
41
5353
54
54
47
45
44
43
46
50
53
50
45
43
3231 31
5554
53
54
54
35
36
37
38
39
40
34
34
35
33
29
30
44
25
28
2923
23
25
28
28
2726
25
29
42
41
40
39
38
37
30
31
32
33
34
32
31
34
30
28
29
31
32
33
34
28
29
31
32
33
30
35
36
37
38
EX PROPERTY BOUNDARY
PROP DRAINAGE
EASEMENT
EX PROPERTY BOUNDARY
PROP CONC WINGWALL/ RETAINING WALL
PROP LIMITS OF DEVELOPMENT
PROP LIMITS OF DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP MSE
WALLS
PROP LIMITS OF DEVELOPMENT
PROP TEMPORARY
CONSTRUCTION EASEMENT
PROP TEMPORARY
CONSTRUCTION EASEMENT
PROP CONC DROP STRUCTURE
PROP DRAINAGE EASEMENT
EX PRESCRIPTIVE
EASEMENT
PROP DITCH EASEMENT
PROP TOP (TOP OF BANK) OF NO. 8 DITCH
PROP BOTTOM (TOE OF SLOPE) OF NO. 8 DITCH
PROP LIMITS OF DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP DITCH EASEMENT
PROP TOP (TOP OF BANK) OF NO. 8 DITCH
PROP BOTTOM (TOE OF SLOPE) OF NO. 8 DITCH
PROP LIMITS OF DEVELOPMENT
EX PROPERTY BOUNDARY
EX PROPERTY
BOUNDARY
PROP LIMITS OF
DEVELOPMENT
PROP DRAINAGE EASEMENT
(TO BE VACTED BY
CURRENT PLAT)
PROP DRAINAGE EASEMENT
EX PROPERTY BOUNDARY
PROP 6' CONC
CROSSPAN
INLETS
PROP TYPE R
INLETS
PROP TYPE R
INLET
PROP POND OUTLET
STRUCTURE
PROP RCP STORM
SEWER OUTLET TO
NO. 8 DTICH
PROP TYPE R
INLETS
PROP TYPE R
INLETS
PROP AREA
INLET
PROP TYPE R
INLETS
PROP TYPE R
INLETS
PROP TYPE R
INLETS
PROP AREA
INLET
PROP RIPRAP
PROP CONC HEADWALL
W/ ORIFICE CONTROL
PROP RCP STORM SEWER
OUTLET TO NO. 8 DITCH
PROP RIPRAP
PROP RIPRAP
EX POND OUTLET
STRUCTURE
PROP TEMPORARY
CONSTRUCTION EASEMENT
FUTURE 10' REGIONAL TRAIL BY OTHERS
PROPOSED 50' TRAIL AND NATURAL AREAS BUFFER EASEMENT
FUTURE 10' REGIONAL TRAIL BY OTHERS
PROPOSED 50' TRAIL AND NATURAL AREAS BUFFER EASEMENT
FUTURE 10' REGIONAL TRAIL DITCH CROSSING BY OTHERS
PROPOSED 50' TRAIL AND NATURAL AREAS BUFFER EASEMENT
PROP DRAINAGE
EASEMENT
112'
25'25'24'24'14'
25'25'24'24'14'
25'25'24'24'14'
112'
112'
6'
6'
6'
25' DITCH RIDER
ROAD/ ESMT.
25' DITCH RIDER ROAD/ ESMT.
GRADE VARIES
GRADE VARIES
DITCH EASEMENT
COMPACTED BENTONITE
CLAY LINED CHANNEL
25' DITCH RIDER
ROAD/ ESMT.
25' DITCH RIDER ROAD/ ESMT.
GRADE VARIESGRADE VARIES
DITCH EASEMENT
COMPACTED BENTONITE
CLAY LINED CHANNEL
25' DITCH RIDER
ROAD/ ESMT.
25' DITCH RIDER ROAD/ ESMT.
GRADE VARIES
GRADE VARIES
DITCH EASEMENT
COMPACTED BENTONITE
CLAY LINED CHANNEL
B
B1
NO. 8 DITCH CROSS-SECTION
(NTS)
Q100 = 250 CFS (ICON MODEL)
DMIN = 6'
B2
NO. 8 DITCH CROSS-SECTION
(NTS)
Q100 = 250 CFS (ICON MODEL)
DMIN = 6'
NO. 8 DITCH CROSS-SECTION
(NTS)
Q100 = 250 CFS (ICON MODEL)
DMIN = 6'
ASPEN
0'
SCALE: 1" = 100'
100'200'
SHEET No:
PR
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DR
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OF
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DRAWN BY:
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#
1 2 3 4 5 6 7
PRE
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date:
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C-022
22 84
AUGUST 7, 2024
105001
JRG
JRG
JRG
KEY MAP - 1" = 1000'
022
021
020
KEY MAP - 1" = 1000'
Street Cut Note
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.
LEGEND
EXISTING CONTOURS
NEW INTERMEDIATE CONTOURS64
65 NEW INDEX CONTOURS
PROPOSED FLOWLINE
EX RIGHT-OF-WAY/ PROPERTY BOUNDARY
PROPOSED STORM PIPE
EXISTING STORM PIPE & MANHOLE
DRAINAGE FLOW DIRECTION
DRAINAGE SWALE
MAT
C
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SEE
S
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0
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6065
59
616263646667
62
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62
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66
67
68
60
61
62
63
55
55
60
60
65
70
54
54
56
56
57
57
58
58
59
59
61
61
61
61
62
62
63
63
64
66
67
68
69
70
69
69
65666768
64
63
70
69
60
52
60
55
55
60
52
65
61
67
61
62
62
61
63
64
65
66
67
68
69
70
1
2
3
4
BLK
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6
7
8 9 10 11
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13
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REC NO. 200030157848
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61
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.
8
D
I
T
C
H
NO.
8
D
I
T
C
H
A
A
A
A
B
B
B
A A A
A
A
PROP 6' CONC CROSSPAN
2
2
2
2
2
2'
2'
2'
2'
2'
25' DITCH & DITCH
ACCESS EASEMENT
REC NO. 200030157848
(TO BE VACATED BY
CURRENT PLAT)
EX PROPERTY BOUNDARY
PROP DITCH EASEMENT
PROP TEMPORARY CONSTRUCTION EASEMENT
PROP IRRIGATION EASEMENT
PROP DRAINAGE EASEMENT
50'
128
'
PROP BAKER LATERAL IRRIGATION EASEMENT
25'
PROP 9' UTILITY
ESMT (TYP)
PROP 6' UTILITY
ESMT (TYP)
EX ROW
PROP LIMITS OF DEVELOPMENT
PROP EDGE OF
NEW ASPHALT/
SAWCUT LINE
EX PROPERTY LINE/
ROW
PROP ROW
EX PROPERTY
BOUNDARY
PROP CONC DROP STRUCTURE
EX ROW
EX EDGE OF
ASPHALT
PROP RCP STORM EXTENSION FOR COUNTRY CLUB
RESERVE DEVELOPMENT OUTFALL TO NO. 8 DITCH
EX COUNTRY
CLUB
RESERVE
STORM
OUTFALL PIPE
PROP RCP IRRIGATION PIPE EXTENSION FOR
SERRAMONTE HIGHLANDS IRRIGATION TAILWATER
OUTFALL TO NO. 8 DITCH
END PROP BAKER LATERAL
EXTENSION AT MH (EXTENSION
TO NORTH, IN FUTURE, BY
OTHERS)
EX PROPERTY
BOUNDARY
PROP BAKER
LATERAL IRRG PIPE
EXTENSION
B
B
3
4
3
4
3
4
3
4
3
4
1
1
1
1
1
8
8
10
10
10
128
'
78'
14'
PROP DITCH EASEMENT
PROP TOP (TOP OF BANK) OF NO. 8 DITCH
PROP BOTTOM (TOE OF SLOPE) OF NO. 8 DITCH
PROP EDGE OF
NEW ASPHALT/
SAWCUT LINE
EX EDGE OF
ASPHALT
PROP 2' ACCESS ESMT.
FUTURE 10' REGIONAL TRAIL BY OTHERS
PROPOSED 50' TRAIL AND NATURAL AREAS BUFFER EASEMENT
FUTURE 10' REGIONAL TRAIL BY OTHERS
PROPOSED 50' TRAIL AND NATURAL AREAS BUFFER EASEMENT
PROP 2' ACCESS ESMT.
66
.
6
6
66
.
3
4
66
.
5
5
66.0
5
PROP TEMPORARY 10' WIDE ASPHALT PATH
(SEE SHEET C-008)
END PROP 10' SIDEWALK, BEGIN
TEMPORARY 10' ASPHALT PATH
TO NORTH OF PROPERTY
KEY NOTE LEGEND .
PROPOSED DRAINAGE SWALE
PROPOSED CURB CUT (WIDTH NOTED ON PLAN)
PROPOSED CONCRETE CHASE CHASE (WIDTH
NOTED ON PLAN)
PROPOSED METAL SIDEWALK CULVERT (WIDTH
NOTED ON PLAN)
PROPOSED 2' WIDE CONCRETE TRICKLE PAN
PROPOSED MSE RETAINING WALL
PROPOSED NATURAL BOULDER
PROPOSED RIPRAP (SIZED IN FINAL DESIGN)
PROPOSED STORM SEWER (SIZED IN FINAL
DESIGN)
PROPOSED ASPHALT OR CONCRETE PATCH
PROPOSED CURB AND GUTTER MATCH EXISTING
CURB AND GUTTER
PROPOSED SIDEWALK MATCH EXISTING
SIDEWALK
1
2
3
4
5
6
7
8
9
10
11
12
NOTES
.
1.PROPOSED ELEVATIONS SHOWN ARE RELATIVE TO A DATUM OF 5000
FEET, AND ARE BASED ON AN EXISTING NAVD88 BENCHMARK, AND
BASED ON THE CITY OF FORT COLLINS VERTICAL CONTROL NETWORK
DATUM. PLEASE SEE SHEET C-001 FOR PROJECT BENCHMARK
INFORMATION.
2.SEE SHEET C-002 & C-003 FOR GENERAL CONSTRUCTION NOTES AND
MASTER LEGEND.
3.REFER TO TYPICAL SECTIONS (SHEET C-014) FOR TYPES AND
LOCATION FOR ROLLLOVER AND VERTICAL CURB AND GUTTER.
4.PLEASE REFER TO THE GEOTECHNICAL REPORT, NOTED ON SHEET
C-001, AND GENERAL NOTES FOR EXCAVATION, GRADING, AND PAVING
RECOMMENDATIONS AND REQUIREMENTS FOR THE PROJECT SITE.
5.OVERLOT GRADING TEMPLATES WILL BE PROVIDED IN FINAL DESIGN.
6.SITE GRADING AND GREEN AREAS WILL UTILIZE 2% CROSS-SLOPE
MINIMUM, UNLESS SHOWN OTHERWISE.
7.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.
8.ALL PRIVATE SIDEWALKS WILL BE 4" THICK, 4000 PSI CONCRETE. ALL
PUBLIC SIDEWALKS WILL BE 6" THICK, 4000 PSI CONCRETE.
9.TOP OF FOUNDATION ELEVATIONS WILL BE SHOWN DURING FINAL
DESIGN, AND WILL EXCEED THE MINIMUM ELEVATION REQUIRED FOR
PROTECTION FROM THE 100-YR STORM.
10.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.
11.HANDRAILS OR BARRIER FENCING SHALL BE CONSTRUCTED ALONG
PROPOSED WALLS 30" OR GREATER IN HEIGHT. WALLS 4' OR TALLER
REQUIRE SUBMITTAL TO THE BUILDING DEPARTMENT, BY LICENSED
STRUCTURAL ENGINEER. MATCH ARCHITECTURAL GUARDRAIL
DETAILS FOR METAL RAILINGS.
12.SIDEWALK RAMPS AND STEPS SHALL HAVE HANDRAILS IN
ACCORDANCE WITH ADA STANDARDS.
13.CONTRACTOR SHALL VERIFY ALL EXISTING GRADES PRIOR TO
CONSTRUCTION. IF EXISTING GRADES VARY FROM THOSE SHOWN,
CONTRACTOR SHALL COORDINATE WITH ENGINEER PRIOR TO
CONSTRUCTION.
14.THE EXISTING NO. 8 DITCH IS PROPOSED TO BE RELOCATED EAST
AND RE-GRADED, AS SHOWN, TO IMPROVE MAINTENANCE AND
IRRIGATION FLOW WITHIN THE DITCH, AS WELL AS PROVIDE FOR
INCREASED CAPACITY FOR LARIMER WELD.
EXISTING MINOR CONTOURS
PROPOSED MINOR CONTOURS
PROPOSED MAJOR CONTOURS
69
70
69
EXISTING MAJOR CONTOURS70
legend
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G G
G
E G
G
G
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E
E
E
G
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ASPEN
0'
SCALE: 1" = 40'
40'80'
SHEET No:
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project no:
date:
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C-023
23 84
AUGUST 7, 2024
105-001
JRG
JRG
JRG
KEY MAP - 1" = 1000'
031
023
KEY MAP - 1" = 1000'
024
025
026 029
028
027
032
033030
031
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.
MATCH LINE
SEE SHEET C-024
BLK
2
5 6
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5 BLK
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7
1 2 3 4
8 7 6 5
9 10 11 12
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ST
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FIELD POINT WAY
ST
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DR
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MEADOW LARK ROAD
WANDER T
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NATURE PARK WAY
GR
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GR
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MOORLAND WAY
PARKLAND WAY
AMBLE LANE
TU
R
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R
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MOORLAND WAY
PARKLAND WAY
AMBLE LANEAMBLE LANE
BBBB
B
B
BBBB
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A A A
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B
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B B B B
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B B B
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B B
BB
B
B
BBB
BBBB
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B
A A
A A
C C C C
A
A
A
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A
2'
2'
2'
2'
2'
60
65
57
58
59
6162636466676869
60
59
59
61
62
63
65
62
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64
65
616263
64
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60 61
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66676869
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60
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63
64
70
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5857
63
64
64
65
65
66
63
60
EX PROPERTY
LINE/ ROW
PROP EDGE OF
NEW ASPHALT/
SAWCUT LINE
EX ROW
PROP ROW
PROP EDGE
OF NEW
ASPHALT/
SAWCUT
LINE
EX EDGE OF
ASPHALT
PROP ROW
PROP BAKER LATERAL
IRRIGATION EASEMENT
EX ROW
EX PROPERTY
BOUNDARY
PROP LIMITS OF
DEVELOPMENT
EX EDGE OF
ASPHALT
SERRAMONTE HIGHLANDS IRRIGATION TAILWATER
OUTFALL TO NO. 8 DITCH
PROP TYPE R
INLETS PROP AREA
INLET
PROP 6' CONC
CROSSPAN
PROP 6' CONC
CROSSPAN
PROP 6' CONC
CROSSPAN
PROP BAKER
LATERAL IRRG PIPE
EXTENSION
PROP 6' CONC
CROSSPAN
PROP 6' CONC
CROSSPAN
PROP TYPE R
INLETS
PROP AREA
INLET
PROP AREA
INLET
PROP AREA
INLET
59
.
4
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1
KEY NOTE LEGEND .
PROPOSED DRAINAGE SWALE
PROPOSED CURB CUT (WIDTH NOTED ON PLAN)
PROPOSED CONCRETE CHASE CHASE (WIDTH
NOTED ON PLAN)
PROPOSED METAL SIDEWALK CULVERT (WIDTH
NOTED ON PLAN)
PROPOSED 2' WIDE CONCRETE TRICKLE PAN
PROPOSED MSE RETAINING WALL
PROPOSED NATURAL BOULDER
PROPOSED RIPRAP (SIZED IN FINAL DESIGN)
PROPOSED STORM SEWER (SIZED IN FINAL
DESIGN)
PROPOSED ASPHALT OR CONCRETE PATCH
PROPOSED CURB AND GUTTER MATCH EXISTING
CURB AND GUTTER
PROPOSED SIDEWALK MATCH EXISTING
SIDEWALK
1
2
3
4
5
6
7
8
9
10
11
12
NOTES
.
1.PROPOSED ELEVATIONS SHOWN ARE RELATIVE TO A DATUM OF 5000
FEET, AND ARE BASED ON AN EXISTING NAVD88 BENCHMARK, AND
BASED ON THE CITY OF FORT COLLINS VERTICAL CONTROL NETWORK
DATUM. PLEASE SEE SHEET C-001 FOR PROJECT BENCHMARK
INFORMATION.
2.SEE SHEET C-002 & C-003 FOR GENERAL CONSTRUCTION NOTES AND
MASTER LEGEND.
3.REFER TO TYPICAL SECTIONS (SHEET C-014) FOR TYPES AND
LOCATION FOR ROLLLOVER AND VERTICAL CURB AND GUTTER.
4.PLEASE REFER TO THE GEOTECHNICAL REPORT, NOTED ON SHEET
C-001, AND GENERAL NOTES FOR EXCAVATION, GRADING, AND PAVING
RECOMMENDATIONS AND REQUIREMENTS FOR THE PROJECT SITE.
5.OVERLOT GRADING TEMPLATES WILL BE PROVIDED IN FINAL DESIGN.
6.SITE GRADING AND GREEN AREAS WILL UTILIZE 2% CROSS-SLOPE
MINIMUM, UNLESS SHOWN OTHERWISE.
7.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.
8.ALL PRIVATE SIDEWALKS WILL BE 4" THICK, 4000 PSI CONCRETE. ALL
PUBLIC SIDEWALKS WILL BE 6" THICK, 4000 PSI CONCRETE.
9.TOP OF FOUNDATION ELEVATIONS WILL BE SHOWN DURING FINAL
DESIGN, AND WILL EXCEED THE MINIMUM ELEVATION REQUIRED FOR
PROTECTION FROM THE 100-YR STORM.
10.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.
11.HANDRAILS OR BARRIER FENCING SHALL BE CONSTRUCTED ALONG
PROPOSED WALLS 30" OR GREATER IN HEIGHT. WALLS 4' OR TALLER
REQUIRE SUBMITTAL TO THE BUILDING DEPARTMENT, BY LICENSED
STRUCTURAL ENGINEER. MATCH ARCHITECTURAL GUARDRAIL
DETAILS FOR METAL RAILINGS.
12.SIDEWALK RAMPS AND STEPS SHALL HAVE HANDRAILS IN
ACCORDANCE WITH ADA STANDARDS.
13.CONTRACTOR SHALL VERIFY ALL EXISTING GRADES PRIOR TO
CONSTRUCTION. IF EXISTING GRADES VARY FROM THOSE SHOWN,
CONTRACTOR SHALL COORDINATE WITH ENGINEER PRIOR TO
CONSTRUCTION.
14.THE EXISTING NO. 8 DITCH IS PROPOSED TO BE RELOCATED EAST
AND RE-GRADED, AS SHOWN, TO IMPROVE MAINTENANCE AND
IRRIGATION FLOW WITHIN THE DITCH, AS WELL AS PROVIDE FOR
INCREASED CAPACITY FOR LARIMER WELD.
EXISTING MINOR CONTOURS
PROPOSED MINOR CONTOURS
PROPOSED MAJOR CONTOURS
69
70
69
EXISTING MAJOR CONTOURS70
legend
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20
MORNING STAR DRIVE
FA
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CL
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BRIGHTWATER DRIVE
CLIPPER WAY
FIELD VIEW ROAD
GREENSPACE WAY
FO
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HIG
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A
D
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N
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HIGH
M
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STA
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W
A
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TRA
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W
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R
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A
D
WALKING STICK WAY
PATHWAY ROAD
PARKLAND ROAD
HIG
H
M
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A
D
O
W
R
O
A
D
FIELD POINT WAY
ST
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GRASSLAND ROAD
MOORLAND WAY
PARKLAND WAY
AMBLE LANE
PLAY
P
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L
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TRAILS CROSSING LANE
TU
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PATHWAY LANE PATHWAY LANEPATHWAY LANE
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C-024
24 84
AUGUST 7, 2024
105-001
JRG
JRG
JRG
KEY MAP - 1" = 1000'KEY MAP - 1" = 1000'
MATCH LINE
SEE SHEET C-025
MATCH LINE
SEE SHEET C-023
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EX PROPERTY LINE/
ROW
PROP BAKER LATERAL IRRIGATION EASEMENT
PROP LIMITS OF
DEVELOPMENT
EX PROPERTY
BOUNDARY
PROP EDGE OF
NEW ASPHALT/
SAWCUT LINE
EX EDGE OF
ASPHALT
PROP 6' CONC
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PROP 6' CONC
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PROP 6' CONC
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PROP TYPE R
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PROP AREA
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PROP BAKER
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PROP EDGE OF
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EX EDGE OF
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53
53
54
56
57
60
58
58
58
59
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KEY NOTE LEGEND .
PROPOSED DRAINAGE SWALE
PROPOSED CURB CUT (WIDTH NOTED ON PLAN)
PROPOSED CONCRETE CHASE CHASE (WIDTH
NOTED ON PLAN)
PROPOSED METAL SIDEWALK CULVERT (WIDTH
NOTED ON PLAN)
PROPOSED 2' WIDE CONCRETE TRICKLE PAN
PROPOSED MSE RETAINING WALL
PROPOSED NATURAL BOULDER
PROPOSED RIPRAP (SIZED IN FINAL DESIGN)
PROPOSED STORM SEWER (SIZED IN FINAL
DESIGN)
PROPOSED ASPHALT OR CONCRETE PATCH
PROPOSED CURB AND GUTTER MATCH EXISTING
CURB AND GUTTER
PROPOSED SIDEWALK MATCH EXISTING
SIDEWALK
1
2
3
4
5
6
7
8
9
10
11
12
NOTES
.
1.PROPOSED ELEVATIONS SHOWN ARE RELATIVE TO A DATUM OF 5000
FEET, AND ARE BASED ON AN EXISTING NAVD88 BENCHMARK, AND
BASED ON THE CITY OF FORT COLLINS VERTICAL CONTROL NETWORK
DATUM. PLEASE SEE SHEET C-001 FOR PROJECT BENCHMARK
INFORMATION.
2.SEE SHEET C-002 & C-003 FOR GENERAL CONSTRUCTION NOTES AND
MASTER LEGEND.
3.REFER TO TYPICAL SECTIONS (SHEET C-014) FOR TYPES AND
LOCATION FOR ROLLLOVER AND VERTICAL CURB AND GUTTER.
4.PLEASE REFER TO THE GEOTECHNICAL REPORT, NOTED ON SHEET
C-001, AND GENERAL NOTES FOR EXCAVATION, GRADING, AND PAVING
RECOMMENDATIONS AND REQUIREMENTS FOR THE PROJECT SITE.
5.OVERLOT GRADING TEMPLATES WILL BE PROVIDED IN FINAL DESIGN.
6.SITE GRADING AND GREEN AREAS WILL UTILIZE 2% CROSS-SLOPE
MINIMUM, UNLESS SHOWN OTHERWISE.
7.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.
8.ALL PRIVATE SIDEWALKS WILL BE 4" THICK, 4000 PSI CONCRETE. ALL
PUBLIC SIDEWALKS WILL BE 6" THICK, 4000 PSI CONCRETE.
9.TOP OF FOUNDATION ELEVATIONS WILL BE SHOWN DURING FINAL
DESIGN, AND WILL EXCEED THE MINIMUM ELEVATION REQUIRED FOR
PROTECTION FROM THE 100-YR STORM.
10.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.
11.HANDRAILS OR BARRIER FENCING SHALL BE CONSTRUCTED ALONG
PROPOSED WALLS 30" OR GREATER IN HEIGHT. WALLS 4' OR TALLER
REQUIRE SUBMITTAL TO THE BUILDING DEPARTMENT, BY LICENSED
STRUCTURAL ENGINEER. MATCH ARCHITECTURAL GUARDRAIL
DETAILS FOR METAL RAILINGS.
12.SIDEWALK RAMPS AND STEPS SHALL HAVE HANDRAILS IN
ACCORDANCE WITH ADA STANDARDS.
13.CONTRACTOR SHALL VERIFY ALL EXISTING GRADES PRIOR TO
CONSTRUCTION. IF EXISTING GRADES VARY FROM THOSE SHOWN,
CONTRACTOR SHALL COORDINATE WITH ENGINEER PRIOR TO
CONSTRUCTION.
14.THE EXISTING NO. 8 DITCH IS PROPOSED TO BE RELOCATED EAST
AND RE-GRADED, AS SHOWN, TO IMPROVE MAINTENANCE AND
IRRIGATION FLOW WITHIN THE DITCH, AS WELL AS PROVIDE FOR
INCREASED CAPACITY FOR LARIMER WELD.
EXISTING MINOR CONTOURS
PROPOSED MINOR CONTOURS
PROPOSED MAJOR CONTOURS
69
70
69
EXISTING MAJOR CONTOURS70
legend
1
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128'
25'
128'
78'
14'
ASPEN
0'
SCALE: 1" = 40'
40'80'
SHEET No:
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25 84
AUGUST 7, 2024
105-001
JRG
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KEY MAP - 1" = 1000'KEY MAP - 1" = 1000'
MATCH LINE
SEE SHEET C-026
MATCH LINE
SEE SHEET C-024
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23242526
TEMPORARY GRADING &
ACCESS EASEMENT
REC. NO. 200030106735 &
REC. NO. 200030138542
30' SLOPE EASEMENT
REC. NO. 99045031 &
REC. NO. 99045032
EX PROPERTY
BOUNDARY
PROP LIMITS OF
DEVELOPMENT
EX ROW
PROP ROW
PROP BAKER LATERAL
IRRIGATION EASEMENT
PROP LIMITS OF
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EX PROPERTY
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PROP 6' CONC
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PROP 6' CONC
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PROP BAKER
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EXTENSION: TIE-IN TO
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PROP TYPE R
INLETS
PROP TYPE R
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B B
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B B B
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4'4'
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3'4
6'4
PROP AREA
INLET
PROP AREA
INLET
PROP AREA
INLET
KEY NOTE LEGEND .
PROPOSED DRAINAGE SWALE
PROPOSED CURB CUT (WIDTH NOTED ON PLAN)
PROPOSED CONCRETE CHASE CHASE (WIDTH
NOTED ON PLAN)
PROPOSED METAL SIDEWALK CULVERT (WIDTH
NOTED ON PLAN)
PROPOSED 2' WIDE CONCRETE TRICKLE PAN
PROPOSED MSE RETAINING WALL
PROPOSED NATURAL BOULDER
PROPOSED RIPRAP (SIZED IN FINAL DESIGN)
PROPOSED STORM SEWER (SIZED IN FINAL
DESIGN)
PROPOSED ASPHALT OR CONCRETE PATCH
PROPOSED CURB AND GUTTER MATCH EXISTING
CURB AND GUTTER
PROPOSED SIDEWALK MATCH EXISTING
SIDEWALK
1
2
3
4
5
6
7
8
9
10
11
12
NOTES
.
1.PROPOSED ELEVATIONS SHOWN ARE RELATIVE TO A DATUM OF 5000
FEET, AND ARE BASED ON AN EXISTING NAVD88 BENCHMARK, AND
BASED ON THE CITY OF FORT COLLINS VERTICAL CONTROL NETWORK
DATUM. PLEASE SEE SHEET C-001 FOR PROJECT BENCHMARK
INFORMATION.
2.SEE SHEET C-002 & C-003 FOR GENERAL CONSTRUCTION NOTES AND
MASTER LEGEND.
3.REFER TO TYPICAL SECTIONS (SHEET C-014) FOR TYPES AND
LOCATION FOR ROLLLOVER AND VERTICAL CURB AND GUTTER.
4.PLEASE REFER TO THE GEOTECHNICAL REPORT, NOTED ON SHEET
C-001, AND GENERAL NOTES FOR EXCAVATION, GRADING, AND PAVING
RECOMMENDATIONS AND REQUIREMENTS FOR THE PROJECT SITE.
5.OVERLOT GRADING TEMPLATES WILL BE PROVIDED IN FINAL DESIGN.
6.SITE GRADING AND GREEN AREAS WILL UTILIZE 2% CROSS-SLOPE
MINIMUM, UNLESS SHOWN OTHERWISE.
7.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.
8.ALL PRIVATE SIDEWALKS WILL BE 4" THICK, 4000 PSI CONCRETE. ALL
PUBLIC SIDEWALKS WILL BE 6" THICK, 4000 PSI CONCRETE.
9.TOP OF FOUNDATION ELEVATIONS WILL BE SHOWN DURING FINAL
DESIGN, AND WILL EXCEED THE MINIMUM ELEVATION REQUIRED FOR
PROTECTION FROM THE 100-YR STORM.
10.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.
11.HANDRAILS OR BARRIER FENCING SHALL BE CONSTRUCTED ALONG
PROPOSED WALLS 30" OR GREATER IN HEIGHT. WALLS 4' OR TALLER
REQUIRE SUBMITTAL TO THE BUILDING DEPARTMENT, BY LICENSED
STRUCTURAL ENGINEER. MATCH ARCHITECTURAL GUARDRAIL
DETAILS FOR METAL RAILINGS.
12.SIDEWALK RAMPS AND STEPS SHALL HAVE HANDRAILS IN
ACCORDANCE WITH ADA STANDARDS.
13.CONTRACTOR SHALL VERIFY ALL EXISTING GRADES PRIOR TO
CONSTRUCTION. IF EXISTING GRADES VARY FROM THOSE SHOWN,
CONTRACTOR SHALL COORDINATE WITH ENGINEER PRIOR TO
CONSTRUCTION.
14.THE EXISTING NO. 8 DITCH IS PROPOSED TO BE RELOCATED EAST
AND RE-GRADED, AS SHOWN, TO IMPROVE MAINTENANCE AND
IRRIGATION FLOW WITHIN THE DITCH, AS WELL AS PROVIDE FOR
INCREASED CAPACITY FOR LARIMER WELD.
EXISTING MINOR CONTOURS
PROPOSED MINOR CONTOURS
PROPOSED MAJOR CONTOURS
69
70
69
EXISTING MAJOR CONTOURS70
legend
DP
DP
DP
DP
DP DP
DP
DP DP
DP DP DP
1
2
3
4
BLK1
BLK1
BLK1
5
6
7
8 9 10 11
BLK2
5 6
BLK3
BLK4
BLK5 BLK6
BLK
7
1 2 3 4
8 7 6 5
9 10 11 12
16 15 14 13
7 8 9 10
14 13 12 11
1 2 3 4
8 7 6 5
1 2 3
6 5 4
7 8 9 10
14 13 12 11
13
12
14 15 16 17 18
BLK1
BLK1
BLK1
19
20
21
22
23
24
25
26
27
28
29
30
31
32
36 35 34
33
1 2 3 4
5
6
7
8
9
10
11
12
13
1415
16
17
18
19 2021
BLK
4
BLK7BLK5
1 2 3 4 5 6 7 8 9 10 11
1516171819202526
3 4 5 6 7 8 9
11
12
14
15161718192021
BLK10 BLK10
BLK
11
BLK12
BLK14
1
2
3
4
5
6
7
8
9
BLK15
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
BLK15
BLK15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
303132333435363738
1
16
2
15
3
14
4
13
5
12
6
11
7
10
8
9
BLK15
BLK
15
BLK16
BLK17
BLK19
BLK18
BLK21
1
2
3
4
5
6
7
8
9
10
11
12
1
2
3
4
5
6
7
8
9
10
1
2
3
4
6 7 8
9
11
10
12
13
14
5
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19202122
1 2 3 4
5
6
7
8
9
101112131415
1 2 3 4 5 6 7 8 9 10 11
15
12 13 14
22
23242526272829
21
20
35 34
1 2 3 4 5 6 7 8 9
1011121314
1 2 3 4 5 6
7
8
9
10
11
12
14
16
17
18
19
20
22
15161718
19 20 21 22 23 24 25 26 27 28
BLK11
BLK14
27 28 29 30 31 32 33 34
35
36
37
38
39
47 46 45 44 43 42 41 40
BLK12
BLK12
BLK12
8 7
1 2
4 3
1 2
4 3
5 6
16 15
BLK2 BLK3
BLK1
BLK
20
MORNING STAR DRIVE
FA
I
R
W
A
T
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
CL
A
R
I
O
N
L
A
N
E
BRIGHTWATER DRIVE
CLIPPER WAY
FIELD VIEW ROAD
GREENSPACE WAY
FO
R
U
M
R
O
A
D
HIG
H
M
E
A
D
O
W
R
O
A
D
WE
L
L
N
E
S
S
R
O
A
D
WELL
N
E
S
S
R
O
A
D
HIGH
M
E
A
D
O
W
R
O
A
D
HIGH M
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A
D
O
W
R
O
A
D
STA
R
D
U
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T
W
A
Y
TRA
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L
W
A
Y
R
O
A
D
WALKING STICK WAY
PATHWAY ROAD
PARKLAND ROAD
HIG
H
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E
A
D
O
W
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A
D
FIELD POINT WAY
ST
E
R
N
W
H
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R
DR
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MEADOW LARK ROAD
WANDER TRAIL
NATURE PARK WAY
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A
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GR
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N
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P
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O
A
D
GRASSLAND ROAD
MOORLAND WAY
PARKLAND WAY
AMBLE LANE
PLAY
P
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TRAILS CROSSING LANE
TU
R
N
B
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R
R
Y
R
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A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
BRIGHTWATER DRIVE
FA
I
R
W
A
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D
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ST
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W
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BA
R
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A
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B
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RICHARDS LAKE ROAD
(TWO LANE ARTERIAL)
RICHARDS LAKE ROAD
(TWO LANE ARTERIAL)
TU
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B
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(T
W
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(T
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(T
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)
BRIGHTWATER DRIVE
MORNING STAR DRIVE
MOORLAND WAY
PARKLAND WAY
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PATHWAY LANE PATHWAY LANEPATHWAY LANE
STE
R
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W
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TRAILS CROSSING LANE
TRA
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1 2 3 4
7 6 5
8
11
9
10
BUILDING A3 STORY18 UNIT
BUILDING B3 STORY18 UNIT
BLK
8BLK8
24
12 13
14
212223
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1021
13
22232425
BLK10 BLK10
BLK
11
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16
17
18
19
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21
15
13
BUILDING D3 STORY18 UNIT
BUILDING A3 STORY18 UNIT
50'
128'
25'
128'
78'
14'
ASPEN
0'
SCALE: 1" = 40'
40'80'
SHEET No:
PR
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C
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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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RE
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.
#
1 2 3 4 5 6 7
PRE
L
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A
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NOT
F
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C
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S
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project no:
date:
SO
N
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C-026
26 84
AUGUST 7, 2024
105-001
JRG
JRG
JRG
KEY MAP - 1" = 1000'KEY MAP - 1" = 1000'
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.
MATCH LINE
SEE SHEET C-025
MA
T
C
H
L
I
N
E
SE
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S
H
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E
T
C
-
0
2
9
031
023
024
025
026 029
028
027
032
032030
031
BLK
1
19
20
21
22
23
24
25
26
27
28
29
30
31
7
8
9
10
11
12
13
14
WANDER T
R
A
I
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NA
T
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P
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W
A
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7 60.
1
7 60.
1
7
61.
0
4
61.
1
2
53
.
5
8
52
.
6
7
45
.
6
4
45.
5
9
50.
7
5
58
.
2
5
58
.
2
5
57
.
8
6
58
.
8
2 59.
2
1 59.
2
1
51.
7
1
56
.
9
0 57.
2
9 57.
2
9
49.
7
9
46
.
0
0
56
.
3
3 56.
3
3
55
.
9
1
54
.
8
3
55.
2
5 55.
3
7
47
.
8
5
44.
0
5
54
.
3
9
54
.
6
3
54
.
6
6
47.
2
7
54.
2
2
53
.
9
9
45.
3
8
50
.
2
3
52.
1
9
42
.
0
0
42.
0
0
42
.
0
0
50.
0
0
50.
5
0
50.
0
0
51
.
0
0
51
.
0
0
59.
0
0
59
.
5
0
59.
5
0
59.
0
0
49.00
5
0
.
0
0
49.00
50
.
0
0
50.00
49
.
0
0 50.00 50
.
0
0
4
9
.
0
0
49
.
0
0
EX PROPERTY BOUNDARY
EX PROPERTY BOUNDARY
PROP DITCH EASEMENT
PROP DRAINAGE EASEMENT
PROP DRAINAGE EASEMENT
PROP TOP (TOP OF BANK) OF NO. 8 DITCH
PROP BOTTOM (TOE OF SLOPE) OF NO. 8 DITCH
25' DITCH & DITCH
ACCESS EASEMENT
REC NO. 200030157848
(TO BE VACATED BY
CURRENT PLAT)
PROP CONC DROP STRUCTURE
PROP AREA
INLET
PROP CONC
FOREBAY W/
RIPRAP
PROP POND OUTLET
STRUCTURE
PROP RCP STORM
SEWER OUTLET TO
NO. 8 DTICH
PROP TYPE R
INLETS
POND 300
RAIN GARDEN
A
A
A
A
A
W
W
W
W
W
W
W
W
W
W
W
B
A
A
A
NO. 8 D
I
T
C
H
NO. 8 D
I
T
C
H
PROP DRAINAGE EASEMENT
PROP 4" PERF.
PVC UNDERDRAIN
W/ C.O.'S
PROP 4" SOLID
PVC UNDERDRAIN
W/ C.O.'S
1
9
9
9
9
PROP DETENTION
POND DEPTH GAUGE
EX PROPERTY BOUNDARY
EX PROPERTY BOUNDARY
PROP TEMPORARY
CONSTRUCTION EASEMENT
PROP LIMITS OF DEVELOPMENT
63.34
63.18
62.48
61.63
54
.
2
3
51
.
9
1
51.
1
2
51
.
3
6
51
.
8
7
52.00
51
.
7
1
63.74
63.74
63.58
63.58
62.86
62.67
62.01
61.85
14
'
78
'
12
8
'
50
'
63
55
60
54
54
56
57
58
59
61
62
60
61
62
63
55
54
56
57
40
45
50
50
39
41
42
43
44
46
46
47
47
48
49
49
50
50
50
55
60
464748
49
49
49
51
52
53
545657585961
45
45
45
50
55
60
65
41
42
42
42
43
43
43
44
44
44
46
46
46
47
47
47
48
48
48
49
49
49
51
52
53
54
56
57
58
59
61
62
63
64
66
67
50
48
45
53
58
55
50
50
45
50
53
49
48 47
46 45
50
50
45
42
42
45
50
52
52
59
59
51
50
51
55
59
60
67
60
40
FUTURE 10' REGIONAL TRAIL BY OTHERS
PROPOSED 50' TRAIL AND NATURAL AREAS BUFFER EASEMENT
2
3
4'
4
KEY NOTE LEGEND .
PROPOSED DRAINAGE SWALE
PROPOSED CURB CUT (WIDTH NOTED ON PLAN)
PROPOSED CONCRETE CHASE CHASE (WIDTH
NOTED ON PLAN)
PROPOSED METAL SIDEWALK CULVERT (WIDTH
NOTED ON PLAN)
PROPOSED 2' WIDE CONCRETE TRICKLE PAN
PROPOSED MSE RETAINING WALL
PROPOSED NATURAL BOULDER
PROPOSED RIPRAP (SIZED IN FINAL DESIGN)
PROPOSED STORM SEWER (SIZED IN FINAL
DESIGN)
PROPOSED ASPHALT OR CONCRETE PATCH
PROPOSED CURB AND GUTTER MATCH EXISTING
CURB AND GUTTER
PROPOSED SIDEWALK MATCH EXISTING
SIDEWALK
1
2
3
4
5
6
7
8
9
10
11
12
NOTES
.
1.PROPOSED ELEVATIONS SHOWN ARE RELATIVE TO A DATUM OF 5000
FEET, AND ARE BASED ON AN EXISTING NAVD88 BENCHMARK, AND
BASED ON THE CITY OF FORT COLLINS VERTICAL CONTROL NETWORK
DATUM. PLEASE SEE SHEET C-001 FOR PROJECT BENCHMARK
INFORMATION.
2.SEE SHEET C-002 & C-003 FOR GENERAL CONSTRUCTION NOTES AND
MASTER LEGEND.
3.REFER TO TYPICAL SECTIONS (SHEET C-014) FOR TYPES AND
LOCATION FOR ROLLLOVER AND VERTICAL CURB AND GUTTER.
4.PLEASE REFER TO THE GEOTECHNICAL REPORT, NOTED ON SHEET
C-001, AND GENERAL NOTES FOR EXCAVATION, GRADING, AND PAVING
RECOMMENDATIONS AND REQUIREMENTS FOR THE PROJECT SITE.
5.OVERLOT GRADING TEMPLATES WILL BE PROVIDED IN FINAL DESIGN.
6.SITE GRADING AND GREEN AREAS WILL UTILIZE 2% CROSS-SLOPE
MINIMUM, UNLESS SHOWN OTHERWISE.
7.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.
8.ALL PRIVATE SIDEWALKS WILL BE 4" THICK, 4000 PSI CONCRETE. ALL
PUBLIC SIDEWALKS WILL BE 6" THICK, 4000 PSI CONCRETE.
9.TOP OF FOUNDATION ELEVATIONS WILL BE SHOWN DURING FINAL
DESIGN, AND WILL EXCEED THE MINIMUM ELEVATION REQUIRED FOR
PROTECTION FROM THE 100-YR STORM.
10.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.
11.HANDRAILS OR BARRIER FENCING SHALL BE CONSTRUCTED ALONG
PROPOSED WALLS 30" OR GREATER IN HEIGHT. WALLS 4' OR TALLER
REQUIRE SUBMITTAL TO THE BUILDING DEPARTMENT, BY LICENSED
STRUCTURAL ENGINEER. MATCH ARCHITECTURAL GUARDRAIL
DETAILS FOR METAL RAILINGS.
12.SIDEWALK RAMPS AND STEPS SHALL HAVE HANDRAILS IN
ACCORDANCE WITH ADA STANDARDS.
13.CONTRACTOR SHALL VERIFY ALL EXISTING GRADES PRIOR TO
CONSTRUCTION. IF EXISTING GRADES VARY FROM THOSE SHOWN,
CONTRACTOR SHALL COORDINATE WITH ENGINEER PRIOR TO
CONSTRUCTION.
14.THE EXISTING NO. 8 DITCH IS PROPOSED TO BE RELOCATED EAST
AND RE-GRADED, AS SHOWN, TO IMPROVE MAINTENANCE AND
IRRIGATION FLOW WITHIN THE DITCH, AS WELL AS PROVIDE FOR
INCREASED CAPACITY FOR LARIMER WELD.
EXISTING MINOR CONTOURS
PROPOSED MINOR CONTOURS
PROPOSED MAJOR CONTOURS
69
70
69
EXISTING MAJOR CONTOURS70
legend
1
2
3
4
BLK1
BLK1
BLK1
5
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19 2021
BLK
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1516171819202526
3 4 5 6 7 8 9
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15161718192021
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1
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6 7 8
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5
1
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19202122
1 2 3 4
5
6
7
8
9
101112131415
1 2 3 4 5 6 7 8 9 10 11
15
12 13 14
22
23242526272829
21
20
35 34
1 2 3 4 5 6 7 8 9
1011121314
1 2 3 4 5 6
7
8
9
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15161718
19 20 21 22 23 24 25 26 27 28
BLK11
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27 28 29 30 31 32 33 34
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47 46 45 44 43 42 41 40
BLK12
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BLK12
8 7
1 2
4 3
1 2
4 3
5 6
16 15
BLK2 BLK3
BLK1
BLK
20
MORNING STAR DRIVE
FA
I
R
W
A
T
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
CL
A
R
I
O
N
L
A
N
E
BRIGHTWATER DRIVE
CLIPPER WAY
FIELD VIEW ROAD
GREENSPACE WAY
FO
R
U
M
R
O
A
D
HIG
H
M
E
A
D
O
W
R
O
A
D
WE
L
L
N
E
S
S
R
O
A
D
WELL
N
E
S
S
R
O
A
D
HIGH
M
E
A
D
O
W
R
O
A
D
HIGH M
E
A
D
O
W
R
O
A
D
STA
R
D
U
S
T
W
A
Y
TRA
I
L
W
A
Y
R
O
A
D
WALKING STICK WAY
PATHWAY ROAD
PARKLAND ROAD
HIG
H
M
E
A
D
O
W
R
O
A
D
FIELD POINT WAY
ST
E
R
N
W
H
E
E
L
E
R
DR
I
V
E
MEADOW LARK ROAD
WANDER TRAIL
NATURE PARK WAY
NA
T
U
R
E
P
A
R
K
W
A
Y
GR
E
E
N
S
P
A
C
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A
D
GR
E
E
N
S
P
A
C
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O
A
D
GRASSLAND ROAD
MOORLAND WAY
PARKLAND WAY
AMBLE LANE
PLAY
P
A
R
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L
A
N
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TRAILS CROSSING LANE
TU
R
N
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R
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Y
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D
(T
W
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L
A
N
E
A
R
T
E
R
I
A
L
)
BRIGHTWATER DRIVE
FA
I
R
W
A
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D
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W
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BA
R
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A
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B
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RICHARDS LAKE ROAD
(TWO LANE ARTERIAL)
RICHARDS LAKE ROAD
(TWO LANE ARTERIAL)
TU
R
N
B
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R
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(T
W
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TU
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BRIGHTWATER DRIVE
MORNING STAR DRIVE
MOORLAND WAY
PARKLAND WAY
AMBLE LANE
PATHWAY LANE PATHWAY LANEPATHWAY LANE
STE
R
N
W
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TRAILS CROSSING LANE
TRA
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1 2 3 4
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BUILDING A3 STORY18 UNIT
BUILDING B3 STORY18 UNIT
BLK
8BLK8
24
12 13
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212223
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BUILDING D3 STORY18 UNIT
BUILDING A3 STORY18 UNIT
DP
DP
DP
DP
DP DP
DP
DP DP
DP DP DP
50'
128'
25'
128'
78'
14'
14'
78'128'
50'
ASPEN
0'
SCALE: 1" = 40'
40'80'
SHEET No:
PR
O
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E
C
T
/
L
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C
A
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:
DR
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OF
CHECKED BY:
DESIGNED BY:
DRAWN BY:
DE
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RE
V
.
#
1 2 3 4 5 6 7
PRE
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A
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NOT
F
O
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C
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N
S
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C
T
I
O
N
project no:
date:
SO
N
D
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R
S
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A
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T
FO
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C
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C-027
27 84
AUGUST 7, 2024
105-001
JRG
JRG
JRG
KEY MAP - 1" = 1000'KEY MAP - 1" = 1000'
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.
MATCH LINE
SEE SHEET C-028
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C
-
0
2
4
031
023
024
025
026 029
028
027
032
032030
031
32
35
34
33
15
BLK
1
WANDER T
R
A
I
L
53.81
53.89
54.66
41.39
47.27
48.06
46.96
54.36
54.22
53.99
51.25
51.99
53.19
54.39
56.09
54.90
54.19
53.52
54.50
55.69
52.00
54.30
41.15
42.00
44.96
44.61
44.36
43.91
43.55
43.60
44.00
44.28
41.16
41.12
43.79
43.81
53
.
0
4
53
.
8
8
53
.
0
1
43.74
53
.
8
4
53
.
8
9
53.
8
6
55.38
53.
7
3
53
.
5
5
41
.
0
0
42.0
0
42.0
0
41.00
41.0
0 42
.
0
0
41.00 42
.
0
0
41.00
42.00
42
.
0
0
4
1
.
0
0
41.00
42
.
0
0
42.00
41
.
0
0
42.00
41.00
42.00
25' DITCH & DITCH
ACCESS EASEMENT
REC NO. 200030157848
25' DITCH & DITCH
ACCESS EASEMENT
REC NO. 200030157848
(TO BE VACTED BY
CURRENT PLAT)
PROP DRAINAGE EASEMENT
PROP DRAINAGE EASEMENT
PROP DRAINAGE EASEMENT
EX PROPERTY BOUNDARY
PROP DRAINAGE EASEMENT
PROP DRAINAGE
EASEMENT
PROP TYPE R
INLETS
PROP CONC
FOREBAY W/ RIPRAP
RAIN GARDEN
POND 200
RAIN GARDEN
B
B
W
W
PROP 4" PERF.
PVC UNDERDRAIN
W/ C.O'S
8
8
9
9
9
9
EX PROPERTY BOUNDARY
EX PROPERTY BOUNDARY
EX PROPERTY BOUNDARY
PROP AREA INLET
44
.
0
1
FINAL DESIGN WILL PROVIDE ADDITIONAL DETAILS FOR
GROUTED RIPRAP FOREBAY AT THIS LOCATION
PROP 4" SOLID
PVC UNDERDRAIN
W/ C.O'S
53
53
55
54
38
52
51
50
49
48
47
46
45
44
43
42
41
41
42
42
41
40
39
40
53
42
41
42 3840
45
40
39
4550
41
42
42
41
45
53
44
43
42
41
40
FUTURE 10' REGIONAL TRAIL BY OTHERS
PROPOSED 50' TRAIL AND NATURAL AREAS BUFFER EASEMENT
7
KEY NOTE LEGEND .
PROPOSED DRAINAGE SWALE
PROPOSED CURB CUT (WIDTH NOTED ON PLAN)
PROPOSED CONCRETE CHASE CHASE (WIDTH
NOTED ON PLAN)
PROPOSED METAL SIDEWALK CULVERT (WIDTH
NOTED ON PLAN)
PROPOSED 2' WIDE CONCRETE TRICKLE PAN
PROPOSED MSE RETAINING WALL
PROPOSED NATURAL BOULDER
PROPOSED RIPRAP (SIZED IN FINAL DESIGN)
PROPOSED STORM SEWER (SIZED IN FINAL
DESIGN)
PROPOSED ASPHALT OR CONCRETE PATCH
PROPOSED CURB AND GUTTER MATCH EXISTING
CURB AND GUTTER
PROPOSED SIDEWALK MATCH EXISTING
SIDEWALK
1
2
3
4
5
6
7
8
9
10
11
12
NOTES
.
1.PROPOSED ELEVATIONS SHOWN ARE RELATIVE TO A DATUM OF 5000
FEET, AND ARE BASED ON AN EXISTING NAVD88 BENCHMARK, AND
BASED ON THE CITY OF FORT COLLINS VERTICAL CONTROL NETWORK
DATUM. PLEASE SEE SHEET C-001 FOR PROJECT BENCHMARK
INFORMATION.
2.SEE SHEET C-002 & C-003 FOR GENERAL CONSTRUCTION NOTES AND
MASTER LEGEND.
3.REFER TO TYPICAL SECTIONS (SHEET C-014) FOR TYPES AND
LOCATION FOR ROLLLOVER AND VERTICAL CURB AND GUTTER.
4.PLEASE REFER TO THE GEOTECHNICAL REPORT, NOTED ON SHEET
C-001, AND GENERAL NOTES FOR EXCAVATION, GRADING, AND PAVING
RECOMMENDATIONS AND REQUIREMENTS FOR THE PROJECT SITE.
5.OVERLOT GRADING TEMPLATES WILL BE PROVIDED IN FINAL DESIGN.
6.SITE GRADING AND GREEN AREAS WILL UTILIZE 2% CROSS-SLOPE
MINIMUM, UNLESS SHOWN OTHERWISE.
7.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.
8.ALL PRIVATE SIDEWALKS WILL BE 4" THICK, 4000 PSI CONCRETE. ALL
PUBLIC SIDEWALKS WILL BE 6" THICK, 4000 PSI CONCRETE.
9.TOP OF FOUNDATION ELEVATIONS WILL BE SHOWN DURING FINAL
DESIGN, AND WILL EXCEED THE MINIMUM ELEVATION REQUIRED FOR
PROTECTION FROM THE 100-YR STORM.
10.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.
11.HANDRAILS OR BARRIER FENCING SHALL BE CONSTRUCTED ALONG
PROPOSED WALLS 30" OR GREATER IN HEIGHT. WALLS 4' OR TALLER
REQUIRE SUBMITTAL TO THE BUILDING DEPARTMENT, BY LICENSED
STRUCTURAL ENGINEER. MATCH ARCHITECTURAL GUARDRAIL
DETAILS FOR METAL RAILINGS.
12.SIDEWALK RAMPS AND STEPS SHALL HAVE HANDRAILS IN
ACCORDANCE WITH ADA STANDARDS.
13.CONTRACTOR SHALL VERIFY ALL EXISTING GRADES PRIOR TO
CONSTRUCTION. IF EXISTING GRADES VARY FROM THOSE SHOWN,
CONTRACTOR SHALL COORDINATE WITH ENGINEER PRIOR TO
CONSTRUCTION.
14.THE EXISTING NO. 8 DITCH IS PROPOSED TO BE RELOCATED EAST
AND RE-GRADED, AS SHOWN, TO IMPROVE MAINTENANCE AND
IRRIGATION FLOW WITHIN THE DITCH, AS WELL AS PROVIDE FOR
INCREASED CAPACITY FOR LARIMER WELD.
EXISTING MINOR CONTOURS
PROPOSED MINOR CONTOURS
PROPOSED MAJOR CONTOURS
69
70
69
EXISTING MAJOR CONTOURS70
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12
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14
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16
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BUILDING A3 STORY18 UNIT
BUILDING B3 STORY18 UNIT
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BUILDING D3 STORY18 UNIT
BUILDING A3 STORY18 UNIT
50'
128'
25'
128'
78'
14'
ASPEN
0'
SCALE: 1" = 40'
40'80'
SHEET No:
PR
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#
1 2 3 4 5 6 7
PRE
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project no:
date:
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C-028
28 84
AUGUST 7, 2024
105-001
JRG
JRG
JRG
KEY MAP - 1" = 1000'KEY MAP - 1" = 1000'
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.
MATCH LINE
SEE SHEET C-029
MA
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MATCH LINE
SEE SHEET C-027
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5
25' DITCH & DITCH
ACCESS EASEMENT
REC NO. 200030157848
(TO BE VACTED WITH
CURRENT PLAT)
EX PROPERTY BOUNDARY
PROP 6' CONC
CROSSPAN
PROP TYPE R
INLETS
PROP TYPE R
INLET
PROP AREA
INLET
PROP TYPE R
INLETS
PROP TYPE R
INLETS
POND 200
B B B B
B
B
B
B
B
B
B
B
B
B
B
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W
W
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W
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A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A A A A
A
A
A
PROP LIMITS OF
DEVELOPMENT
PROP 4" SOLID
PVC UNDERDRAIN
W/ C.O.'S
1
8
9
99
9
9
44'
4 4'
44'
9
9
9
10
10
PROP 6' CONC
CROSSPAN
PROP 6' CONC
CROSSPAN
PROP 6' CONC
CROSSPAN
11
12
12
EX PROPERTY
BOUNDARY
EX PROPERTY BOUNDARY
51
52
52
52
53
53
53
53
53
52
52
45
50
44
46
47
48
49
51
52
45
50
43
44
46
47
48
49
51
52
53
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44
46
47
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1
KEY NOTE LEGEND .
PROPOSED DRAINAGE SWALE
PROPOSED CURB CUT (WIDTH NOTED ON PLAN)
PROPOSED CONCRETE CHASE CHASE (WIDTH
NOTED ON PLAN)
PROPOSED METAL SIDEWALK CULVERT (WIDTH
NOTED ON PLAN)
PROPOSED 2' WIDE CONCRETE TRICKLE PAN
PROPOSED MSE RETAINING WALL
PROPOSED NATURAL BOULDER
PROPOSED RIPRAP (SIZED IN FINAL DESIGN)
PROPOSED STORM SEWER (SIZED IN FINAL
DESIGN)
PROPOSED ASPHALT OR CONCRETE PATCH
PROPOSED CURB AND GUTTER MATCH EXISTING
CURB AND GUTTER
PROPOSED SIDEWALK MATCH EXISTING
SIDEWALK
1
2
3
4
5
6
7
8
9
10
11
12
NOTES
.
1.PROPOSED ELEVATIONS SHOWN ARE RELATIVE TO A DATUM OF 5000
FEET, AND ARE BASED ON AN EXISTING NAVD88 BENCHMARK, AND
BASED ON THE CITY OF FORT COLLINS VERTICAL CONTROL NETWORK
DATUM. PLEASE SEE SHEET C-001 FOR PROJECT BENCHMARK
INFORMATION.
2.SEE SHEET C-002 & C-003 FOR GENERAL CONSTRUCTION NOTES AND
MASTER LEGEND.
3.REFER TO TYPICAL SECTIONS (SHEET C-014) FOR TYPES AND
LOCATION FOR ROLLLOVER AND VERTICAL CURB AND GUTTER.
4.PLEASE REFER TO THE GEOTECHNICAL REPORT, NOTED ON SHEET
C-001, AND GENERAL NOTES FOR EXCAVATION, GRADING, AND PAVING
RECOMMENDATIONS AND REQUIREMENTS FOR THE PROJECT SITE.
5.OVERLOT GRADING TEMPLATES WILL BE PROVIDED IN FINAL DESIGN.
6.SITE GRADING AND GREEN AREAS WILL UTILIZE 2% CROSS-SLOPE
MINIMUM, UNLESS SHOWN OTHERWISE.
7.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.
8.ALL PRIVATE SIDEWALKS WILL BE 4" THICK, 4000 PSI CONCRETE. ALL
PUBLIC SIDEWALKS WILL BE 6" THICK, 4000 PSI CONCRETE.
9.TOP OF FOUNDATION ELEVATIONS WILL BE SHOWN DURING FINAL
DESIGN, AND WILL EXCEED THE MINIMUM ELEVATION REQUIRED FOR
PROTECTION FROM THE 100-YR STORM.
10.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.
11.HANDRAILS OR BARRIER FENCING SHALL BE CONSTRUCTED ALONG
PROPOSED WALLS 30" OR GREATER IN HEIGHT. WALLS 4' OR TALLER
REQUIRE SUBMITTAL TO THE BUILDING DEPARTMENT, BY LICENSED
STRUCTURAL ENGINEER. MATCH ARCHITECTURAL GUARDRAIL
DETAILS FOR METAL RAILINGS.
12.SIDEWALK RAMPS AND STEPS SHALL HAVE HANDRAILS IN
ACCORDANCE WITH ADA STANDARDS.
13.CONTRACTOR SHALL VERIFY ALL EXISTING GRADES PRIOR TO
CONSTRUCTION. IF EXISTING GRADES VARY FROM THOSE SHOWN,
CONTRACTOR SHALL COORDINATE WITH ENGINEER PRIOR TO
CONSTRUCTION.
14.THE EXISTING NO. 8 DITCH IS PROPOSED TO BE RELOCATED EAST
AND RE-GRADED, AS SHOWN, TO IMPROVE MAINTENANCE AND
IRRIGATION FLOW WITHIN THE DITCH, AS WELL AS PROVIDE FOR
INCREASED CAPACITY FOR LARIMER WELD.
EXISTING MINOR CONTOURS
PROPOSED MINOR CONTOURS
PROPOSED MAJOR CONTOURS
69
70
69
EXISTING MAJOR CONTOURS70
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50'
128'
25'
128'
78'
14'
ASPEN
0'
SCALE: 1" = 40'
40'80'
SHEET No:
PR
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C
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#
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project no:
date:
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C-029
29 84
AUGUST 7, 2024
105-001
JRG
JRG
JRG
KEY MAP - 1" = 1000'KEY MAP - 1" = 1000'
MATCH LINE
SEE SHEET C-030
MA
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PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
EX PROPERTY
BOUNDARY
PROP LIMITS OF
DEVELOPMENT
PROP TYPE R
INLETS
PROP AREA
INLET
PROP TYPE R
INLETS
PROP AREA
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EX POND 100
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PROP 6' CONC
CROSSPAN
PROP 6' CONC
CROSSPAN
PROP 6' CONC
CROSSPAN
PROP 6' CONC
CROSSPAN
PROP 6' CONC
CROSSPAN
11
12
12
11
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30
35
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40
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KEY NOTE LEGEND .
PROPOSED DRAINAGE SWALE
PROPOSED CURB CUT (WIDTH NOTED ON PLAN)
PROPOSED CONCRETE CHASE CHASE (WIDTH
NOTED ON PLAN)
PROPOSED METAL SIDEWALK CULVERT (WIDTH
NOTED ON PLAN)
PROPOSED 2' WIDE CONCRETE TRICKLE PAN
PROPOSED MSE RETAINING WALL
PROPOSED NATURAL BOULDER
PROPOSED RIPRAP (SIZED IN FINAL DESIGN)
PROPOSED STORM SEWER (SIZED IN FINAL
DESIGN)
PROPOSED ASPHALT OR CONCRETE PATCH
PROPOSED CURB AND GUTTER MATCH EXISTING
CURB AND GUTTER
PROPOSED SIDEWALK MATCH EXISTING
SIDEWALK
1
2
3
4
5
6
7
8
9
10
11
12
NOTES
.
1.PROPOSED ELEVATIONS SHOWN ARE RELATIVE TO A DATUM OF 5000
FEET, AND ARE BASED ON AN EXISTING NAVD88 BENCHMARK, AND
BASED ON THE CITY OF FORT COLLINS VERTICAL CONTROL NETWORK
DATUM. PLEASE SEE SHEET C-001 FOR PROJECT BENCHMARK
INFORMATION.
2.SEE SHEET C-002 & C-003 FOR GENERAL CONSTRUCTION NOTES AND
MASTER LEGEND.
3.REFER TO TYPICAL SECTIONS (SHEET C-014) FOR TYPES AND
LOCATION FOR ROLLLOVER AND VERTICAL CURB AND GUTTER.
4.PLEASE REFER TO THE GEOTECHNICAL REPORT, NOTED ON SHEET
C-001, AND GENERAL NOTES FOR EXCAVATION, GRADING, AND PAVING
RECOMMENDATIONS AND REQUIREMENTS FOR THE PROJECT SITE.
5.OVERLOT GRADING TEMPLATES WILL BE PROVIDED IN FINAL DESIGN.
6.SITE GRADING AND GREEN AREAS WILL UTILIZE 2% CROSS-SLOPE
MINIMUM, UNLESS SHOWN OTHERWISE.
7.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.
8.ALL PRIVATE SIDEWALKS WILL BE 4" THICK, 4000 PSI CONCRETE. ALL
PUBLIC SIDEWALKS WILL BE 6" THICK, 4000 PSI CONCRETE.
9.TOP OF FOUNDATION ELEVATIONS WILL BE SHOWN DURING FINAL
DESIGN, AND WILL EXCEED THE MINIMUM ELEVATION REQUIRED FOR
PROTECTION FROM THE 100-YR STORM.
10.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.
11.HANDRAILS OR BARRIER FENCING SHALL BE CONSTRUCTED ALONG
PROPOSED WALLS 30" OR GREATER IN HEIGHT. WALLS 4' OR TALLER
REQUIRE SUBMITTAL TO THE BUILDING DEPARTMENT, BY LICENSED
STRUCTURAL ENGINEER. MATCH ARCHITECTURAL GUARDRAIL
DETAILS FOR METAL RAILINGS.
12.SIDEWALK RAMPS AND STEPS SHALL HAVE HANDRAILS IN
ACCORDANCE WITH ADA STANDARDS.
13.CONTRACTOR SHALL VERIFY ALL EXISTING GRADES PRIOR TO
CONSTRUCTION. IF EXISTING GRADES VARY FROM THOSE SHOWN,
CONTRACTOR SHALL COORDINATE WITH ENGINEER PRIOR TO
CONSTRUCTION.
14.THE EXISTING NO. 8 DITCH IS PROPOSED TO BE RELOCATED EAST
AND RE-GRADED, AS SHOWN, TO IMPROVE MAINTENANCE AND
IRRIGATION FLOW WITHIN THE DITCH, AS WELL AS PROVIDE FOR
INCREASED CAPACITY FOR LARIMER WELD.
EXISTING MINOR CONTOURS
PROPOSED MINOR CONTOURS
PROPOSED MAJOR CONTOURS
69
70
69
EXISTING MAJOR CONTOURS70
legend
1
2
3
4
BLK1
BLK1
BLK1
5
6
7
8 9 10 11
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50'
128'
25'
128'
78'
14'
ASPEN
0'
SCALE: 1" = 40'
40'80'
SHEET No:
PR
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:
DR
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OF
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DESIGNED BY:
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#
1 2 3 4 5 6 7
PRE
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A
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NOT
F
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C
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N
S
T
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C
T
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project no:
date:
SO
N
D
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R
S
E
A
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T
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C-030
30 84
AUGUST 7, 2024
105-001
JRG
JRG
JRG
KEY MAP - 1" = 1000'KEY MAP - 1" = 1000'
MATCH LINE
SEE SHEET C-031
MATCH LINE
SEE SHEET C-029
MA
T
C
H
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SE
E
S
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E
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-
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2
MATCH LINE
SEE SHEET C-029
031
023
024
025
026 029
028
027
032
032030
031
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FIELD VIEW ROAD
RICHARDS LAKE ROAD
(TWO LANE ARTERIAL)
15''SAN 15''SAN 15''SAN 15''SAN15''SAN 15''SAN 15''SAN 15''SAN 15''SAN 15''SAN 15''SAN 15''SAN 15''SAN 15''SAN15''SAN 15''SAN 15''SAN 15''SAN 15''SAN 15''SAN
PROP LIMITS OF DEVELOPMENTPROP LIMITS OF DEVELOPMENT
PROP TYPE R
INLETS
EX POND OUTLET
STRUCTURE
B B B B B B B B
EX POND 100
10
PROP 6' CONC
CROSSPAN
12
11
11
25
30
24
26
27
28
29
31
32
33
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KEY NOTE LEGEND .
PROPOSED DRAINAGE SWALE
PROPOSED CURB CUT (WIDTH NOTED ON PLAN)
PROPOSED CONCRETE CHASE CHASE (WIDTH
NOTED ON PLAN)
PROPOSED METAL SIDEWALK CULVERT (WIDTH
NOTED ON PLAN)
PROPOSED 2' WIDE CONCRETE TRICKLE PAN
PROPOSED MSE RETAINING WALL
PROPOSED NATURAL BOULDER
PROPOSED RIPRAP (SIZED IN FINAL DESIGN)
PROPOSED STORM SEWER (SIZED IN FINAL
DESIGN)
PROPOSED ASPHALT OR CONCRETE PATCH
PROPOSED CURB AND GUTTER MATCH EXISTING
CURB AND GUTTER
PROPOSED SIDEWALK MATCH EXISTING
SIDEWALK
1
2
3
4
5
6
7
8
9
10
11
12
NOTES
.
1.PROPOSED ELEVATIONS SHOWN ARE RELATIVE TO A DATUM OF 5000
FEET, AND ARE BASED ON AN EXISTING NAVD88 BENCHMARK, AND
BASED ON THE CITY OF FORT COLLINS VERTICAL CONTROL NETWORK
DATUM. PLEASE SEE SHEET C-001 FOR PROJECT BENCHMARK
INFORMATION.
2.SEE SHEET C-002 & C-003 FOR GENERAL CONSTRUCTION NOTES AND
MASTER LEGEND.
3.REFER TO TYPICAL SECTIONS (SHEET C-014) FOR TYPES AND
LOCATION FOR ROLLLOVER AND VERTICAL CURB AND GUTTER.
4.PLEASE REFER TO THE GEOTECHNICAL REPORT, NOTED ON SHEET
C-001, AND GENERAL NOTES FOR EXCAVATION, GRADING, AND PAVING
RECOMMENDATIONS AND REQUIREMENTS FOR THE PROJECT SITE.
5.OVERLOT GRADING TEMPLATES WILL BE PROVIDED IN FINAL DESIGN.
6.SITE GRADING AND GREEN AREAS WILL UTILIZE 2% CROSS-SLOPE
MINIMUM, UNLESS SHOWN OTHERWISE.
7.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.
8.ALL PRIVATE SIDEWALKS WILL BE 4" THICK, 4000 PSI CONCRETE. ALL
PUBLIC SIDEWALKS WILL BE 6" THICK, 4000 PSI CONCRETE.
9.TOP OF FOUNDATION ELEVATIONS WILL BE SHOWN DURING FINAL
DESIGN, AND WILL EXCEED THE MINIMUM ELEVATION REQUIRED FOR
PROTECTION FROM THE 100-YR STORM.
10.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.
11.HANDRAILS OR BARRIER FENCING SHALL BE CONSTRUCTED ALONG
PROPOSED WALLS 30" OR GREATER IN HEIGHT. WALLS 4' OR TALLER
REQUIRE SUBMITTAL TO THE BUILDING DEPARTMENT, BY LICENSED
STRUCTURAL ENGINEER. MATCH ARCHITECTURAL GUARDRAIL
DETAILS FOR METAL RAILINGS.
12.SIDEWALK RAMPS AND STEPS SHALL HAVE HANDRAILS IN
ACCORDANCE WITH ADA STANDARDS.
13.CONTRACTOR SHALL VERIFY ALL EXISTING GRADES PRIOR TO
CONSTRUCTION. IF EXISTING GRADES VARY FROM THOSE SHOWN,
CONTRACTOR SHALL COORDINATE WITH ENGINEER PRIOR TO
CONSTRUCTION.
14.THE EXISTING NO. 8 DITCH IS PROPOSED TO BE RELOCATED EAST
AND RE-GRADED, AS SHOWN, TO IMPROVE MAINTENANCE AND
IRRIGATION FLOW WITHIN THE DITCH, AS WELL AS PROVIDE FOR
INCREASED CAPACITY FOR LARIMER WELD.
EXISTING MINOR CONTOURS
PROPOSED MINOR CONTOURS
PROPOSED MAJOR CONTOURS
69
70
69
EXISTING MAJOR CONTOURS70
legend
1
2
3
4
BLK1
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5
6
7
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128'
25'
128'
78'
14'
29
30
15''SAN 15''SAN15''SAN 15''SAN
EX PROPERTY BOUNDARY
PROP CONC WINGWALL/
RETAINING WALL
PROP LIMITS OF DEVELOPMENT
PROP TEMPORARY
CONSTRUCTION EASEMENT
B
W
NO
.
8
D
I
T
C
H
10
11
PROP CONC WINGWALL/
RETAINING WALL
EX NO. 8 DITCH
PROP DITCH EASEMENT
PROP TOP (TOP OF BANK) OF NO. 8 DITCH
PROP BOTTOM (TOE OF
SLOPE) OF NO. 8 DITCH
EX CROSSPAN SHOWN FOR REFERENCE
ONLY. SEE DEMOLITION PLAN FOR REMOVAL.
33
34
43
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25
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23
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28
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9
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35
.
4
0
35
.
3
3
22.0
0
25.7
0
FUTURE 10' REGIONAL TRAIL BY OTHERS
PROPOSED 50' TRAIL AND NATURAL
AREAS BUFFER EASEMENT
22.0
0
28.0
0
28.5
0
28.00
27.00
26.00
28
.
3
4
28
.
3
1
28
.
5
0
27.
5
0
ASPEN
0'
SCALE: 1" = 40'
40'80'
SHEET No:
PR
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:
DR
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OF
CHECKED BY:
DESIGNED BY:
DRAWN BY:
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.
#
1 2 3 4 5 6 7
PRE
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A
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NOT
F
O
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C
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S
T
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project no:
date:
SO
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C-031
31 84
AUGUST 7, 2024
105-001
JRG
JRG
JRG
KEY MAP - 1" = 1000'KEY MAP - 1" = 1000'
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.
MATCH LINE
SEE SHEET C-030
MA
T
C
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SE
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-
0
3
1
(
B
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L
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)
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SEE SHEET C-032
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-
0
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(
A
B
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)
031
023
024
025
026 029
028
027
032
032030
031
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10
11
12
13
14
15
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49.68
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48
.
2
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48.11
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.
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50.34
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38
.
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4
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8
8
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6
5
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8
51
.
7
5
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3
5
44
.
0
0
EX PROPERTY BOUNDARY
PROP DRAINAGE EASEMENT
PROP DRAINAGE
EASEMENT
W
W
W
W
W
W
W
A
1
1
1
50
47
48
49
50
48
49
35
36
37
38
39
40
FUTURE 10' REGIONAL TRAIL BY OTHERS
PROPOSED 50' TRAIL AND NATURAL AREAS BUFFER EASEMENT
38
.
2
9
KEY NOTE LEGEND .
PROPOSED DRAINAGE SWALE
PROPOSED CURB CUT (WIDTH NOTED ON PLAN)
PROPOSED CONCRETE CHASE CHASE (WIDTH
NOTED ON PLAN)
PROPOSED METAL SIDEWALK CULVERT (WIDTH
NOTED ON PLAN)
PROPOSED 2' WIDE CONCRETE TRICKLE PAN
PROPOSED MSE RETAINING WALL
PROPOSED NATURAL BOULDER
PROPOSED RIPRAP (SIZED IN FINAL DESIGN)
PROPOSED STORM SEWER (SIZED IN FINAL
DESIGN)
PROPOSED ASPHALT OR CONCRETE PATCH
PROPOSED CURB AND GUTTER MATCH EXISTING
CURB AND GUTTER
PROPOSED SIDEWALK MATCH EXISTING
SIDEWALK
1
2
3
4
5
6
7
8
9
10
11
12
NOTES
.
1.PROPOSED ELEVATIONS SHOWN ARE RELATIVE TO A DATUM OF 5000
FEET, AND ARE BASED ON AN EXISTING NAVD88 BENCHMARK, AND
BASED ON THE CITY OF FORT COLLINS VERTICAL CONTROL NETWORK
DATUM. PLEASE SEE SHEET C-001 FOR PROJECT BENCHMARK
INFORMATION.
2.SEE SHEET C-002 & C-003 FOR GENERAL CONSTRUCTION NOTES AND
MASTER LEGEND.
3.REFER TO TYPICAL SECTIONS (SHEET C-014) FOR TYPES AND
LOCATION FOR ROLLLOVER AND VERTICAL CURB AND GUTTER.
4.PLEASE REFER TO THE GEOTECHNICAL REPORT, NOTED ON SHEET
C-001, AND GENERAL NOTES FOR EXCAVATION, GRADING, AND PAVING
RECOMMENDATIONS AND REQUIREMENTS FOR THE PROJECT SITE.
5.OVERLOT GRADING TEMPLATES WILL BE PROVIDED IN FINAL DESIGN.
6.SITE GRADING AND GREEN AREAS WILL UTILIZE 2% CROSS-SLOPE
MINIMUM, UNLESS SHOWN OTHERWISE.
7.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.
8.ALL PRIVATE SIDEWALKS WILL BE 4" THICK, 4000 PSI CONCRETE. ALL
PUBLIC SIDEWALKS WILL BE 6" THICK, 4000 PSI CONCRETE.
9.TOP OF FOUNDATION ELEVATIONS WILL BE SHOWN DURING FINAL
DESIGN, AND WILL EXCEED THE MINIMUM ELEVATION REQUIRED FOR
PROTECTION FROM THE 100-YR STORM.
10.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.
11.HANDRAILS OR BARRIER FENCING SHALL BE CONSTRUCTED ALONG
PROPOSED WALLS 30" OR GREATER IN HEIGHT. WALLS 4' OR TALLER
REQUIRE SUBMITTAL TO THE BUILDING DEPARTMENT, BY LICENSED
STRUCTURAL ENGINEER. MATCH ARCHITECTURAL GUARDRAIL
DETAILS FOR METAL RAILINGS.
12.SIDEWALK RAMPS AND STEPS SHALL HAVE HANDRAILS IN
ACCORDANCE WITH ADA STANDARDS.
13.CONTRACTOR SHALL VERIFY ALL EXISTING GRADES PRIOR TO
CONSTRUCTION. IF EXISTING GRADES VARY FROM THOSE SHOWN,
CONTRACTOR SHALL COORDINATE WITH ENGINEER PRIOR TO
CONSTRUCTION.
14.THE EXISTING NO. 8 DITCH IS PROPOSED TO BE RELOCATED EAST
AND RE-GRADED, AS SHOWN, TO IMPROVE MAINTENANCE AND
IRRIGATION FLOW WITHIN THE DITCH, AS WELL AS PROVIDE FOR
INCREASED CAPACITY FOR LARIMER WELD.
EXISTING MINOR CONTOURS
PROPOSED MINOR CONTOURS
PROPOSED MAJOR CONTOURS
69
70
69
EXISTING MAJOR CONTOURS70
legend
1
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16 15 14 13
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19202122
1 2 3 4
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101112131415
1 2 3 4 5 6 7 8 9 10 11
15
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22
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21
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1 2 3 4 5 6 7 8 9
1011121314
1 2 3 4 5 6
7
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8 7
1 2
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1 2
4 3
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20
MORNING STAR DRIVE
FA
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W
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FIELD VIEW ROAD
GREENSPACE WAY
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BUILDING A3 STORY18 UNIT
BUILDING B3 STORY18 UNIT
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BUILDING D3 STORY18 UNIT
BUILDING A3 STORY18 UNIT
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50'
128'
25'
128'
78'
14'
50'
14'
62'
112'
BLK
15
16
17
18
19
20
21
22
23
24
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.
8
3
NO
.
8
D
I
T
C
H
25' DITCH & DITCH
ACCESS EASEMENT
REC NO. 200030157848
(TO BE VACATED W/
CURRENT PLAT)
PROP CONC DROP STRUCTURE
PROP DITCH EASEMENT
PROP TOP (TOP OF BANK) OF NO. 8 DITCH
PROP BOTTOM (TOE OF SLOPE) OF NO. 8 DITCH
EX PROPERTY BOUNDARY
PROP TYPE R
INLETS
PROP CONC HEADWALL
W/ ORIFICE CONTROL
PROP RCP STORM SEWER
OUTLET TO NO. 8 DITCH
W
W
W
W
W
W
W
W
W
W
W
W
W
W
A
B
A
NO
.
8
D
I
T
C
H
1
1
9
9
PROP 6' CONC
CROSSPAN
PROP LIMITS OF DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP TEMPORARY
CONSTRUCTION EASEMENT
PROP TEMPORARY
CONSTRUCTION EASEMENT
PROP TEMPORARY
CONSTRUCTION EASEMENT
PROP DITCH EASEMENT
EX PROPERTY BOUNDARY
EX PROPERTY BOUNDARY
50'
14'
62'
112'
35
40
45
36
37
38
39
41
42
43
44
39
43
44
39
36
25
25
30
30
35
35
40
40
23
23
24
24
26
26
27
27
28
28
29
29
31
31
32
32
33
33
34
34
36
36
37
37
38
38
39
39
41
41
42
42
43
34
35
33
29
30
32
31
34
30
28
29
31
32
33
34
28
29
31
32
33
30
35
36
37
38
FUTURE 10' REGIONAL TRAIL BY OTHERS
PROPOSED 50' TRAIL AND NATURAL AREAS BUFFER EASEMENT
34.
7
1
34
.
5
0
34.
8
0
34.
9
8
34.
9
7
34
.
9
7
34.
9
8
34
.
9
8
ASPEN
0'
SCALE: 1" = 40'
40'80'
SHEET No:
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C-032
32 84
AUGUST 7, 2024
105-001
JRG
JRG
JRG
KEY MAP - 1" = 1000'KEY MAP - 1" = 1000'
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.
MATCH LINE
SEE SHEET C-032 (LEFT)
MATCH LINE
SEE SHEET C-030
MA
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33 84
AUGUST 7, 2024
105-001
JRG
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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.
1
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NOTES:
1.PROPOSED ELEVATIONS SHOWN ARE RELATIVE TO A DATUM OF 5000 FEET, AND ARE BASED ON THE
BENCHMARKS DESCRIBED ON SHEET C-001.
2.THE DRAINAGE BASINS OS-9, 24-31, 34-49, AND 51-52 SHOWN IN THIS EXHIBIT WILL BE CONVEYED TO
THE EXISTING DETENTION POND 100. DRAINAGE BASINS OS-5, OS-6, OS-7, OS-8, OS-13, 7-23, AND
32-33 SHOWN IN THIS EXHIBIT WILL BE CONVEYED TO PROPOSED POND 200. DRAINAGE BASINS OS1,
OS-2, OS-3, OS-4, OS-10, OS-11, 1-6, AND 50 SHOWN IN THIS EXHIBIT WILL BE CONVEYED TO
PROPOSED POND 300. A SMALL PORTION OF DRAINAGE BASIN OS-1 SHEET FLOWS INTO THE NO. 8
IRRIGATION DITCH, AS HISTORICALLY OCCURS. THE NORTHWEST PORTION OF BASIN 39 FLOWS TO A
HEADWALL AND PIPE W/ ORIFICE CONTROL, AND THEN INTO THE NUMBER 8 DITCH, WHILE THE
SOUTHERN PORTION OF BASIN 39 FLOWS SOUTH AND COMBINES WITH BASIN 49 FLOW, BEFORE
ENTERING EXISTING POND 100. BASIN 0S-12 FLOWS OVERLAND AND INTO THE NO. 8 DITCH.
3.PLEASE REFER TO THE SWMM AND RATIONAL METHOD CALCULATIONS WITHIN THE DRAINAGE
REPORT FOR BASIN FLOW CALCULATIONS, POND SIZING, AND STREET CAPACITY CALCULATIONS.
4.12" OF CDOT CLASS 'A' BEDDING MATERIAL SHALL BE PLACED UNDER ALL RIPRAP SHOWN.
5.RUNOFF FROM THE SITE WILL DRAIN TO LOW POINTS AND PASS THROUGH CURB CUTS, SIDEWALK
CHASES, AND SWALES BEFORE ENTERING STORM INLETS AND PIPES, WHICH ULTIMATELY
DISCHARGE TO THE EXISTING DETENTION POND 100 AND PROPOSED PONDS 200 AND 300.
6. RIPRAP AND GRASS LINED DRAINAGE CHANNELS WILL ENHANCE EROSION CONTROL WITHIN THE
SITE LIMITS. SITE BMP'S WILL BE IMPLEMENTED DURING CONSTRUCTION TO REDUCE SEDIMENT
TRANSPORT OFFSITE AS SHOWN IN THE EROSION CONTROL PLAN.
7.ALL PROPOSED STORM DRAINAGE PIPES AND STRUCTURES OUTSIDE OF CITY RIGHT OF WAY WILL BE
PRIVATELY OWNED AND MAINTAINED BY THE OWNER (SONDERS EAST). ALL EXISTING AND
PROPOSED STORM SEWER WITHIN PUBLIC ROW, WILL BE OWNED AND MAINTAINED BY THE CITY OF
FORT COLLINS.
60
65
58
59
6162636466676869
60
60
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59
59
61
61
62
62
63
63646667
62
63
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62
63
64
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64
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62
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60
56
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55
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464748
49
49
49
51
52
53545657585961
40
45
45
45
50
55
60
65
41
42
42
42
43
43
43
44
44
44
46
46
46
47
47
47
48
48
48
49
49
49
51
52
53
54
56
57
58
59
61
62
63
64
66
67
68
55
55
60
60
65
70
54
54
56
56
57
57
58
58
59
59
61
61
61
61
62
62
63
63
64
66
67
68
69
65
65
70
70
64
64
66
66
67
67
68
68
69
69
71
7171
72
72
73
50
48
45
7272
73
71
70
69
69
65666768
64
70
70
70
70
70
70
5857
63
64
64
65
65
66
63
70
69
60
5260
55
55
60
52
65
61
67
55
50
50
45
5053
49
48 47 46 45
4945
42
61
62
62
61
63
63
70
50
50
45
42
42
45
50
52
52
59
59
51
50
51
55
59
60
67
41
49
42
49
42
50
55
60
40
63
64
65
66
67
68
69
70
1
2
3
4
BLK
1
BLK
1
BLK
1
5
6
7
8 9 10 11
BLK
2
5 6
BLK
3
BLK
4
BLK
5 BLK
6
BLK
7
1 2 3 4
8 7 6 5
9 10 11 12
16 15 14 13
1 2 3 4
8 7 6 5
1 2 3
6 5 4
13
12
14 15 16 17 18
BLK
1
BLK
1
BLK
1
19
20
21
22
23
24
25
26
27
28
29
30
1 2 3 4
5
6
7
8
9
10
11
12
16
17
18
19 2021
BLK
4
8 7
1 2
4 3
1 2
4 3
BLK
2 BLK
3
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
FIELD POINT WAY
ST
E
R
N
W
H
E
E
L
E
R
DR
I
V
E
MEADOW LARK ROAD
NATURE PARK WAY
NA
T
U
R
E
P
A
R
K
W
A
Y
GR
E
E
N
S
P
A
C
E
R
O
A
D
GRASSLAND ROAD
MOORLAND WAY
PARKLAND WAY
AMBLE LANE
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
MOORLAND WAY
PARKLAND WAY
AMBLE LANEAMBLE LANE
ST
E
R
N
W
H
E
E
L
E
R
C
O
U
R
T
1
0.60 0.25
4
2.64 0.60
10
2.88 0.47
7
2.46 .56 9
2.43 0.54
11
2.38 0.54
3
3.90 0.51
OS-11
2.12 0.25
OS-2
0.34 0.77
OS-3
0.47 0.79
OS-4
0.51 0.77
OS-5
0.27 0.77
OS-10
2.17 0.25
50
0.73 0.34
12
1.21 0.71
2
4.54 0.48
5
2.51 0.446
2.51 0.57
8
0.54 0.65
OS-1
0.59 0.62
POND 300
EX PROPERTY
BOUNDARY
EX PROPERTY BOUNDARY
EX COUNTRY
CLUB RESERVE
STORM OUTFALL
PIPE
FUTURE BAKER LATERAL EXTENSION (BY OTHERS)
EX PROPERTY
BOUNDARY
PROP BAKER
LATERAL IRRG PIPE
EXTENSION
1
50
OS-3
23
4 6
109
--
OS-5
5
0S-11
OS-10
OS-1
OS-2
EX PROPERTY
BOUNDARY
EX PROPERTY
BOUNDARY
EX PROPERTY
BOUNDARY
EX PROPERTY
BOUNDARY
EX PROPERTY BOUNDARY
PROP BAKER
LATERAL IRRG PIPE
EXTENSION
PROP RAIN GARDEN
FUTURE 10' REGIONAL TRAIL BY OTHERS
PROPOSED 50' TRAIL AND NATURAL AREAS BUFFER EASEMENT
ASPEN
0'
SCALE: 1" = 100'
100'200'
SHEET No:
PR
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C-034
34 84
AUGUST 7, 2024
105001
JRG
JRG
JRG
KEY MAP - 1" = 1000'
036
035
034
KEY MAP - 1" = 1000'
MATCH LINE
SEE SHEET C-035
LEGEND
EXISTING CONTOURS
NEW INTERMEDIATE CONTOURS64
65 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
PROPOSED DRAINAGE BASIN ID
ACRES / 'C' VALUE
PROPOSED DRAINAGE DESIGN POINT
DRAINAGE FLOW DIRECTION
DRAINAGE SWALE
1
0.60 0.25
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 DRAINAGE BASIN SUMMARY TABLE:
PROPOSED LID SUMMARY TABLE:
VOLUME
PROVIDED
100-YR
DESCPOND WSEL.
(AC-FT)(FT)
VOLUME
REQUIRED
(AC-FT)
POND
OUTFLOW
(CFS)
DP
DP
DP
DP
MORNING STAR DRIVE
FA
I
R
W
A
T
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
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R
D
R
I
V
E
BRIGHTWATER DRIVE
CLIPPER WAY
WEL
L
N
E
S
S
R
O
A
D
HIG
H
M
E
A
D
O
W
R
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A
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HIGH
M
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STA
R
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W
A
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TR
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R
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A
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WALKING STICK WAY
PATHWAY ROAD
PARKLAND ROAD
HI
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A
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O
W
R
O
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FIELD POINT WAY
ST
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DR
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E
WANDER T
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W
A
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GR
E
E
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S
P
A
C
E
R
O
A
D
AMBLE LANE
PLAY
P
A
R
K
L
A
N
E
TRAILS CROSSING LANE
BRIGHTWATER DRIVE
FA
I
R
W
A
T
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
MORNING STAR DRIVE
AMBLE LANE
PATHWAY LANE PATHWAY LANEPATHWAY LANE
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
TRAILS CROSSING LANE
TRA
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E
AMBLE LANE
DP
DP
DP
DP
50
55
47
48
49
51
52
52
52
53
53
53
53
53
53
53
54
56
57
58
59
616263
64
60
58
58
58
59
61
62
63
55
60
60
5657
57
58
58
59
59
61
61
556065
52
52
53
545657585961626364
55
54
565758
5560
53
5456575859
55
55
54
54
56
56
57
58
55
54
54
56
50
46
47
48
49
51
52
53
54
45
50
44
46
47
48
49
51
52
45
50
43
44
46
47
48
49
51
52
53
40
45
50
37
38
39
41
42
43
44
46
47
48
49
51
45
43
44
46
60
61
55
54
56
57
58
60
65
6162
63
64
66
67
68
69
60
65
70
59
61
62
63
64
66
67
68
69
55
60
56
57
58
59
61
62
63
64
5560565758596162
55
60
545657585961
55
60
54
5657
5859
60
65
58
59
61
62
63
64
66
67
68
69
55
53
54
56575859
55
53
54
565758
55
60
65
56
57
58
59
61
62
63
64
55
52
53
54
56
57
50
48
49
51
52
5354
50
4849
515253
45
50
44
46
474849
51
52
53
54
45
4344
46
45
42
43
44
50
46
47
48
49
51
52
45
50
44
46
47
48
49
51
52
53
54
50
46
47
48
49
51
52
53
40
45
50
37
38
39
41
42
43
44
46
47
48
49
51
52
53
50
47
48
49
51
45
50
41
42
43
44
46
47
48
49
40
45
37 38 39
41
42
43
44
46
47
48
45
44
36
37
38
39
52
51
50
49
48
47 46
45
44
43
42
41
41
42
42
41
40
39
38
37
42
37
40
39
40
41
42
41
42
42
38
37
53
42
41
42 3840
45
40
39
4550
55
43
41
42
42
41
40
42
42
41
69
68
69
70
70
70
66
67
68
69
70
65
64
63
63 60 55
53
53
54
54
53
52 51
5353
54
54
47
45
44
43
46
50
53
50
45
53
5857
64
65
43
5554
53
54
54
37
38
39
40
42
41
40
40
60
61
62
44
43
42 41 40
39
38
37
EX PROPERTY
BOUNDARY
EX PROPERTY BOUNDARY
EX PROPERTY
BOUNDARY
PROP BAKER
LATERAL IRRG PIPE
EXTENSION
11
12
9
10
7
13 8
16
17
18
22A
21
14
20
22
23
26
10
2.88 0.47
7
2.46 .56
13
5.87 0.47
9
2.43 0.54
15
0.85 0.47
19
11.68 0.68
11
2.38 0.54
16
2.38 0.69
20
4.33 0.78
21
4.17 0.58
22
4.91 0.62
31
2.67 0.62
29
5.13 0.67
24
1.19 0.77
28
1.42 0.54
26
2.54 0.53
34
1.04 0.60
36
1.32 0.66
37
2.97 0.57
38
2.76 0.49
46
1.97 0.63
17
2.67 0.61
40
1.01 0.62
41
2.32 0.61
OS-12
41.62 0.25
OS-13
7.34 0.25
OS-5
0.27 0.77
OS-6
0.47 0.78
OS-7
0.09 0.79
OS-8
0.68 0.81
OS-9
0.44 0.77
12
1.21 0.71
33
0.73 0.70
32
0.60 0.64 33
0.73 0.70
32
0.60 0.79
35
1.06 0.64
14
3.92 0.64
22A
0.89 0.67
18
0.89 0.64
18A
0.35 0.78
23
2.01 0.59
27
0.32 0.67
30
1.04 0.79
25
0.20 0.70
4.70
8
0.54 0.65
27
30
28 24
29
34
25
33
32
18A
POND 200
EX PROPERTY
BOUNDARY
EX PROPERTY
BOUNDARY
EX PROPERTY
BOUNDARY
EX PROPERTY BOUNDARY
EX PROPERTY BOUNDARY
EX PROPERTY BOUNDARY
EX PROPERTY
BOUNDARY
PROP BAKER
LATERAL IRRG PIPE
EXTENSION
PROP RAIN GARDEN
PROP DRAINAGE EASEMENT
PROP DRAINAGE EASEMENT
EX PROPERTY BOUNDARY
FUTURE 10' REGIONAL TRAIL BY OTHERS
PROPOSED 50' TRAIL AND NATURAL AREAS BUFFER EASEMENT
PROP BAKER
LATERAL IRRG
PIPE EXTENSION
1
2
3
4
BLK1
BLK1
BLK1
5
6
7
8 9 10 11
BLK2
5 6
BLK3
BLK4
BLK5 BLK6
BLK
7
1 2 3 4
8 7 6 5
9 10 11 12
16 15 14 13
7 8 9 10
14 13 12 11
1 2 3 4
8 7 6 5
1 2 3
6 5 4
7 8 9 10
14 13 12 11
13
12
14 15 16 17 18
BLK1
BLK1
BLK1
19
20
21
22
23
24
25
26
27
28
29
30
31
32
36 35 34
33
1 2 3 4
5
6
7
8
9
10
11
12
13
1415
16
17
18
19 2021
BLK
4
BLK7BLK5
1 2 3 4 5 6 7 8 9 10 11
1516171819202526
3 4 5 6 7 8 9
11
12
14
15161718192021
BLK10 BLK10
BLK
11
BLK12
BLK14
1
2
3
4
5
6
7
8
9
BLK15
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
BLK15
BLK15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
303132333435363738
1
16
2
15
3
14
4
13
5
12
6
11
7
10
8
9
BLK15
BLK
15
BLK16
BLK17
BLK19
BLK18
BLK21
1
2
3
4
5
6
7
8
9
10
11
12
1
2
3
4
5
6
7
8
9
10
1
2
3
4
6 7 8
9
11
10
12
13
14
5
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19202122
1 2 3 4
5
6
7
8
9
101112131415
1 2 3 4 5 6 7 8 9 10 11
15
12 13 14
22
23242526272829
21
20
35 34
1 2 3 4 5 6 7 8 9
1011121314
1 2 3 4 5 6
7
8
9
10
11
12
14
16
17
18
19
20
22
15161718
19 20 21 22 23 24 25 26 27 28
BLK11
BLK14
27 28 29 30 31 32 33 34
35
36
37
38
39
47 46 45 44 43 42 41 40
BLK12
BLK12
BLK12
8 7
1 2
4 3
1 2
4 3
5 6
16 15
BLK2 BLK3
BLK1
BLK
20
MORNING STAR DRIVE
FA
I
R
W
A
T
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
CL
A
R
I
O
N
L
A
N
E
BRIGHTWATER DRIVE
CLIPPER WAY
FIELD VIEW ROAD
GREENSPACE WAY
FO
R
U
M
R
O
A
D
HIG
H
M
E
A
D
O
W
R
O
A
D
WE
L
L
N
E
S
S
R
O
A
D
WELL
N
E
S
S
R
O
A
D
HIGH
M
E
A
D
O
W
R
O
A
D
HIGH M
E
A
D
O
W
R
O
A
D
STA
R
D
U
S
T
W
A
Y
TRA
I
L
W
A
Y
R
O
A
D
WALKING STICK WAY
PATHWAY ROAD
PARKLAND ROAD
HIG
H
M
E
A
D
O
W
R
O
A
D
FIELD POINT WAY
ST
E
R
N
W
H
E
E
L
E
R
DR
I
V
E
MEADOW LARK ROAD
WANDER TRAIL
NATURE PARK WAY
NA
T
U
R
E
P
A
R
K
W
A
Y
GR
E
E
N
S
P
A
C
E
R
O
A
D
GR
E
E
N
S
P
A
C
E
R
O
A
D
GRASSLAND ROAD
MOORLAND WAY
PARKLAND WAY
AMBLE LANE
PLAY
P
A
R
K
L
A
N
E
TRAILS CROSSING LANE
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
BRIGHTWATER DRIVE
FA
I
R
W
A
T
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
BA
R
H
A
R
B
O
R
D
R
I
V
E
RICHARDS LAKE ROAD
(TWO LANE ARTERIAL)
RICHARDS LAKE ROAD
(TWO LANE ARTERIAL)
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
BRIGHTWATER DRIVE
MORNING STAR DRIVE
MOORLAND WAY
PARKLAND WAY
AMBLE LANE
PATHWAY LANE PATHWAY LANEPATHWAY LANE
STE
R
N
W
H
E
E
L
E
R
D
R
I
V
E
TRAILS CROSSING LANE
TRA
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E
AMBLE LANE
STE
R
N
W
H
E
E
L
E
R
C
O
U
R
T
1 2 3 4
7 6 5
8
11
9
10
BUILDING A3 STORY18 UNIT
BUILDING B3 STORY18 UNIT
BLK
8BLK8
24
12 13
14
212223
BLK9 BLK9
1021
13
22232425
BLK10 BLK10
BLK
11
30313233
16
17
18
19
23242526
21
15
13
BUILDING D3 STORY18 UNIT
BUILDING A3 STORY18 UNIT
DP
DP
DP
DP
DP DP
DP
DP DP
DP DP DP
NOTES:
1.PROPOSED ELEVATIONS SHOWN ARE RELATIVE TO A DATUM OF 5000 FEET, AND ARE BASED ON THE
BENCHMARKS DESCRIBED ON SHEET C-001.
2.THE DRAINAGE BASINS OS-9, 24-31, 34-49, AND 51-52 SHOWN IN THIS EXHIBIT WILL BE CONVEYED TO
THE EXISTING DETENTION POND 100. DRAINAGE BASINS OS-5, OS-6, OS-7, OS-8, OS-13, 7-23, AND
32-33 SHOWN IN THIS EXHIBIT WILL BE CONVEYED TO PROPOSED POND 200. DRAINAGE BASINS OS1,
OS-2, OS-3, OS-4, OS-10, OS-11, 1-6, AND 50 SHOWN IN THIS EXHIBIT WILL BE CONVEYED TO
PROPOSED POND 300. A SMALL PORTION OF DRAINAGE BASIN OS-1 SHEET FLOWS INTO THE NO. 8
IRRIGATION DITCH, AS HISTORICALLY OCCURS. THE NORTHWEST PORTION OF BASIN 39 FLOWS TO A
HEADWALL AND PIPE W/ ORIFICE CONTROL, AND THEN INTO THE NUMBER 8 DITCH, WHILE THE
SOUTHERN PORTION OF BASIN 39 FLOWS SOUTH AND COMBINES WITH BASIN 49 FLOW, BEFORE
ENTERING EXISTING POND 100. BASIN 0S-12 FLOWS OVERLAND AND INTO THE NO. 8 DITCH.
3.PLEASE REFER TO THE SWMM AND RATIONAL METHOD CALCULATIONS WITHIN THE DRAINAGE
REPORT FOR BASIN FLOW CALCULATIONS, POND SIZING, AND STREET CAPACITY CALCULATIONS.
4.12" OF CDOT CLASS 'A' BEDDING MATERIAL SHALL BE PLACED UNDER ALL RIPRAP SHOWN.
5.RUNOFF FROM THE SITE WILL DRAIN TO LOW POINTS AND PASS THROUGH CURB CUTS, SIDEWALK
CHASES, AND SWALES BEFORE ENTERING STORM INLETS AND PIPES, WHICH ULTIMATELY
DISCHARGE TO THE EXISTING DETENTION POND 100 AND PROPOSED PONDS 200 AND 300.
6. RIPRAP AND GRASS LINED DRAINAGE CHANNELS WILL ENHANCE EROSION CONTROL WITHIN THE
SITE LIMITS. SITE BMP'S WILL BE IMPLEMENTED DURING CONSTRUCTION TO REDUCE SEDIMENT
TRANSPORT OFFSITE AS SHOWN IN THE EROSION CONTROL PLAN.
7.ALL PROPOSED STORM DRAINAGE PIPES AND STRUCTURES OUTSIDE OF CITY RIGHT OF WAY WILL BE
PRIVATELY OWNED AND MAINTAINED BY THE OWNER (SONDERS EAST). ALL EXISTING AND
PROPOSED STORM SEWER WITHIN PUBLIC ROW, WILL BE OWNED AND MAINTAINED BY THE CITY OF
FORT COLLINS.
ASPEN
0'
SCALE: 1" = 100'
100'200'
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
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I
N
A
R
Y
NOT
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
project no:
date:
SO
N
D
E
R
S
E
A
S
T
FO
R
T
C
O
L
L
I
N
S
,
C
O
L
O
R
A
D
O
OV
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R
A
L
L
G
R
A
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I
N
G
P
L
A
N
&
D
R
A
I
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A
G
E
E
X
H
I
B
I
T
(
S
O
U
T
H
)
C-035
35 84
AUGUST 7, 2024
105001
JRG
JRG
JRG
KEY MAP - 1" = 1000'KEY MAP - 1" = 1000'
LEGEND
EXISTING CONTOURS
NEW INTERMEDIATE CONTOURS64
65 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
PROPOSED DRAINAGE BASIN ID
ACRES / 'C' VALUE
PROPOSED DRAINAGE DESIGN POINT
DRAINAGE FLOW DIRECTION
DRAINAGE SWALE
1
0.60 0.25
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.
MATCH LINE
SEE SHEET C-034
MAT
C
H
L
I
N
E
SEE
S
H
E
E
T
C
-
0
3
6
036
035
034
PROPOSED LID SUMMARY TABLE:
VOLUME
PROVIDED
100-YR
DESCPOND WSEL.
(AC-FT)(FT)
VOLUME
REQUIRED
(AC-FT)
POND
OUTFLOW
(CFS)
MORNING STAR DRIVE
FA
I
R
W
A
T
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
CL
A
R
I
O
N
L
A
N
E
BRIGHTWATER DRIVE
CLIPPER WAY
FIELD VIEW ROAD
GREENSPACE WAY
FO
R
U
M
R
O
A
D
HIG
H
M
E
A
D
O
W
R
O
A
D
WE
L
L
N
E
S
S
R
O
A
D
WELL
N
E
S
S
R
O
A
D
HIGH
M
E
A
D
O
W
R
O
A
D
HIGH M
E
A
D
O
W
R
O
A
D
STA
R
D
U
S
T
W
A
Y
TRA
I
L
W
A
Y
R
O
A
D
WALKING STICK WAY
PATHWAY ROAD
PARKLAND ROAD
HIG
H
M
E
A
D
O
W
R
O
A
D
FIELD POINT WAY
ST
E
R
N
W
H
E
E
L
E
R
DR
I
V
E
MEADOW LARK ROAD
WANDER TRAIL
NATURE PARK WAY
NA
T
U
R
E
P
A
R
K
W
A
Y
GR
E
E
N
S
P
A
C
E
R
O
A
D
GR
E
E
N
S
P
A
C
E
R
O
A
D
GRASSLAND ROAD
MOORLAND WAY
PARKLAND WAY
AMBLE LANE
PLAY
P
A
R
K
L
A
N
E
TRAILS CROSSING LANE
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
BRIGHTWATER DRIVE
FA
I
R
W
A
T
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
BA
R
H
A
R
B
O
R
D
R
I
V
E
RICHARDS LAKE ROAD
(TWO LANE ARTERIAL)
RICHARDS LAKE ROAD
(TWO LANE ARTERIAL)
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
BRIGHTWATER DRIVE
MORNING STAR DRIVE
MOORLAND WAY
PARKLAND WAY
AMBLE LANE
PATHWAY LANE PATHWAY LANEPATHWAY LANE
STE
R
N
W
H
E
E
L
E
R
D
R
I
V
E
TRAILS CROSSING LANE
TRA
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E
AMBLE LANE
STE
R
N
W
H
E
E
L
E
R
C
O
U
R
T
DP
DP
DP
DP
15''SAN 15''SAN15''SAN 15''SAN
25
30
24
26
27
28
29
31
32
33
25 30
35
40
45
50
26 27 28 29 31 32 33
34
36
37
38
39
41
42
43
44
46
47
48
49
51
52
52
52
53
53
53
53
53
52
52
45
50
44
46
47
48
49
51
52
45
50
43
44
46
47
48
49
51
52
53
30
30
35
35
40
45
50
29 29 31
31
32
32
33
33
34
34
36
36
37
37
38
38 39
39
41
42
43
44
46
47
48
49
51
40
45
36 3637 37 38 39 41
42
43
44
46
35
40
33
34
36
37
38
39
41
25
25
25
24
26
27
28
29
53
45
50
44
46
4748
51
52
53
54
4344
50
46
47
48
49
51
52
45
50
44
46
47
48
49
51
52
53
54
50
46
47
48
49
51
52
53
40
45
50
37
38
39
41
42
43
44
46
47
48
49
51
52
53
30
35
262728
29
31
32
33
34
36
37
50
47
48
49
51
45
50
41
42
43
44
46
47
48
49
40
45
37 38 39
41
42
43
44
46
47
48
30
35
40
31
32
33
34
36
37
38
39
35
40
32
33
34
36
37
38
39
41
35
40
45
36
37
38
39
41
42
43
44
46
40
36
37
38
39
41
42
43
44
30
35
31
32
33 34
36 37
38
39
30
35
26
27
28
29
31
32
33
34
36
25
25
30
30
35
35
40
40
23
23
24
24
26
26
27
27
28
28
29
29
31
31
32
32
33
33
34
34
36
36
37
37
38
38
39
39
41
41
42
42
43
30
30
30
35
28
2929 29
3131
31
3232
32
333333
3434
34
52
51
39
38
37
42
37
40
39
40
41
42
41
42
42
38
37
53
28
28
25 24
21
25
43
42
42
41
40
41
5353
54
54
47
45
44
43
46
50
53
50
45
43
3231 31
5554
53
54
54
35
36
37
38
39
40
34
34
35
33
29
30
44
25
28
2923
23
25
28
28
2726
25
29
42
41
40
39
38
37
30
31
32
33
34
32
31
34
30
28
29
31
32
33
34
28
29
31
32
33
30
35
36
37
38
BLK
14
1
2
3
4
5
6
7
8
9
BLK
15
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
BLK
15
BLK
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
303132333435363738
1
16
2
15
3
14
4
13
5
12
6
11
7
10
8
9
BLK
15
BLK
15
BLK
16
BLK
17
BLK
19
BLK
18
BLK
21
1
2
3
4
5
6
7
8
9
10
11
12
1
2
3
4
5
6
7
8
9
10
1
2
3
4
6 7 8
9
11
10
12
13
14
5
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19202122
1 2 3 4
5
6
7
8
9
101112131415
7
8
9
10
11
12
14
16
17
18
19
20
BLK
14
33 34
35
36
37
38
39
41 40
BLK
12
BLK
20
CL
A
R
I
O
N
L
A
N
E
BRIGHTWATER DRIVE
CLIPPER WAY
FIELD VIEW ROAD
GREENSPACE WAY
FO
R
U
M
R
O
A
D
HI
G
H
M
E
A
D
O
W
R
O
A
D
WE
L
L
N
E
S
S
R
O
A
D
WEL
L
N
E
S
S
R
O
A
D
HIG
H
M
E
A
D
O
W
R
O
A
D
HIGH
M
E
A
D
O
W
R
O
A
D
STA
R
D
U
S
T
W
A
Y
TR
A
I
L
W
A
Y
R
O
A
D
PLAY
P
A
R
K
L
A
N
E
BA
R
H
A
R
B
O
R
D
R
I
V
E
RICHARDS LAKE ROAD
(TWO LANE ARTERIAL)
RICHARDS LAKE ROAD
(TWO LANE ARTERIAL)
TRAILS CROSSING LANE
TRA
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E
19
15
13
15''SAN 15''SAN15''SAN 15''SAN
EX PROPERTY BOUNDARY
EX PROPERTY BOUNDARY
PROP LIMITS OF DEVELOPMENT
EX PROPERTY
BOUNDARY
(TO BE VACTED BY
CURRENT PLAT)
PROP DRAINAGE EASEMENT
EX PROPERTY BOUNDARY
PROP 6' CONC
CROSSPAN
INLETS
PROP TYPE R
INLETS
PROP TYPE R
INLET
PROP RIPRAP
31
2.67 0.62
29
0.67
34
1.04 0.60
36
1.32 0.66
37
2.97 0.57
38
2.76 0.49
46
1.97 0.63
42
2.13 0.50
44
4.48 0.55
45
1.77 0.34
48
1.54 0.67
49
1.82 0.40
40
1.01 0.62
41
2.32 0.61
47
4.68 0.55
OS-13
7.34 0.25
33
0.73 0.70
32
0.60 0.64 33
0.73 0.70
32
0.60 0.79
35
1.06 0.64
22A
0.89 0.67
18A
0.35 0.78
43
0.53 0.59
39
4.70 0.44
51
0.16 0.25
52
0.28 0.68
35
36
40
37 4138
48
44
43
45
52
47
48
49
39
EXISTING LIND FILING 1
POND 100
POND 200
EX PROPERTY
BOUNDARY
EX PROPERTY
BOUNDARY
EX PROPERTY BOUNDARY
EX PROPERTY
BOUNDARY
EX PROPERTY BOUNDARY
EX PROPERTY BOUNDARY
EX PROPERTY BOUNDARY
OS-13
51
FUTURE 10' REGIONAL TRAIL BY OTHERS
PROPOSED 50' TRAIL AND NATURAL AREAS BUFFER EASEMENT
FUTURE 10' REGIONAL TRAIL BY OTHERS
PROPOSED 50' TRAIL AND NATURAL AREAS BUFFER EASEMENT
FUTURE 10' REGIONAL TRAIL DITCH CROSSING BY OTHERS
PROPOSED 50' TRAIL AND NATURAL AREAS BUFFER EASEMENT
PROP LIMITS OF DEVELOPMENT
NOTES:
1.PROPOSED ELEVATIONS SHOWN ARE RELATIVE TO A DATUM OF 5000 FEET, AND ARE BASED ON THE
BENCHMARKS DESCRIBED ON SHEET C-001.
2.THE DRAINAGE BASINS OS-9, 24-31, 34-49, AND 51-52 SHOWN IN THIS EXHIBIT WILL BE CONVEYED TO
THE EXISTING DETENTION POND 100. DRAINAGE BASINS OS-5, OS-6, OS-7, OS-8, OS-13, 7-23, AND
32-33 SHOWN IN THIS EXHIBIT WILL BE CONVEYED TO PROPOSED POND 200. DRAINAGE BASINS OS1,
OS-2, OS-3, OS-4, OS-10, OS-11, 1-6, AND 50 SHOWN IN THIS EXHIBIT WILL BE CONVEYED TO
PROPOSED POND 300. A SMALL PORTION OF DRAINAGE BASIN OS-1 SHEET FLOWS INTO THE NO. 8
IRRIGATION DITCH, AS HISTORICALLY OCCURS. THE NORTHWEST PORTION OF BASIN 39 FLOWS TO A
HEADWALL AND PIPE W/ ORIFICE CONTROL, AND THEN INTO THE NUMBER 8 DITCH, WHILE THE
SOUTHERN PORTION OF BASIN 39 FLOWS SOUTH AND COMBINES WITH BASIN 49 FLOW, BEFORE
ENTERING EXISTING POND 100. BASIN 0S-12 FLOWS OVERLAND AND INTO THE NO. 8 DITCH.
3.PLEASE REFER TO THE SWMM AND RATIONAL METHOD CALCULATIONS WITHIN THE DRAINAGE
REPORT FOR BASIN FLOW CALCULATIONS, POND SIZING, AND STREET CAPACITY CALCULATIONS.
4.12" OF CDOT CLASS 'A' BEDDING MATERIAL SHALL BE PLACED UNDER ALL RIPRAP SHOWN.
5.RUNOFF FROM THE SITE WILL DRAIN TO LOW POINTS AND PASS THROUGH CURB CUTS, SIDEWALK
CHASES, AND SWALES BEFORE ENTERING STORM INLETS AND PIPES, WHICH ULTIMATELY
DISCHARGE TO THE EXISTING DETENTION POND 100 AND PROPOSED PONDS 200 AND 300.
6. RIPRAP AND GRASS LINED DRAINAGE CHANNELS WILL ENHANCE EROSION CONTROL WITHIN THE
SITE LIMITS. SITE BMP'S WILL BE IMPLEMENTED DURING CONSTRUCTION TO REDUCE SEDIMENT
TRANSPORT OFFSITE AS SHOWN IN THE EROSION CONTROL PLAN.
7.ALL PROPOSED STORM DRAINAGE PIPES AND STRUCTURES OUTSIDE OF CITY RIGHT OF WAY WILL BE
PRIVATELY OWNED AND MAINTAINED BY THE OWNER (SONDERS EAST). ALL EXISTING AND
PROPOSED STORM SEWER WITHIN PUBLIC ROW, WILL BE OWNED AND MAINTAINED BY THE CITY OF
FORT COLLINS.
ASPEN
0'
SCALE: 1" = 100'
100'200'
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:
SO
N
D
E
R
S
E
A
S
T
FO
R
T
C
O
L
L
I
N
S
,
C
O
L
O
R
A
D
O
OV
E
R
A
L
L
G
R
A
D
I
N
G
P
L
A
N
&
D
R
A
I
N
A
G
E
E
X
H
I
B
I
T
(
S
E
)
C-036
36 84
AUGUST 7, 2024
105001
JRG
JRG
JRG
KEY MAP - 1" = 1000'KEY MAP - 1" = 1000'
MATCH LINE
SEE SHEET C-018
LEGEND
EXISTING CONTOURS
NEW INTERMEDIATE CONTOURS64
65 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
PROPOSED DRAINAGE BASIN ID
ACRES / 'C' VALUE
PROPOSED DRAINAGE DESIGN POINT
DRAINAGE FLOW DIRECTION
DRAINAGE SWALE
1
0.60 0.25
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.
MAT
C
H
L
I
N
E
SEE
S
H
E
E
T
C
-
0
2
1
036
035
034
PROPOSED LID SUMMARY TABLE:
VOLUME
PROVIDED
100-YR
DESCPOND WSEL.
(AC-FT)(FT)
VOLUME
REQUIRED
(AC-FT)
POND
OUTFLOW
(CFS)
1
2
3
4
BLK
1
BLK
1
BLK
1
5
6
7
8 9 10 11
BLK
2
5 6
BLK
3
BLK
4
BLK
5 BLK
6
BLK
7
1 2 3 4
8 7 6 5
9 10 11 12
16 15 14 13
7 8 9 10
14 13 12 11
1 2 3 4
8 7 6 5
1 2 3
6 5 4
7 8
9
10
14 13
12
11
13
12
14 15 16 17 18
BLK
1
BLK
1
BLK
1
19
20
21
22
23
24
25
26
27
28
29
30
31
32
36
35
34
33
1 2 3 4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19 2021
BLK
4
BLK
7BLK
5
1 2 3 4 5 6 7 8 9 10 11
8 7
1 2
4 3
1 2
4 3
5 6
16 15
BLK
2 BLK
3
BLK
1
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
PARKLAND ROAD
HI
G
H
M
E
A
D
O
W
R
O
A
D
FIELD POINT WAY
ST
E
R
N
W
H
E
E
L
E
R
DR
I
V
E
MEADOW LARK ROAD
WANDER T
R
A
I
L
NATURE PARK WAY
NA
T
U
R
E
P
A
R
K
W
A
Y
GR
E
E
N
S
P
A
C
E
R
O
A
D
GR
E
E
N
S
P
A
C
E
R
O
A
D
GRASSLAND ROAD
MOORLAND WAY
PARKLAND WAY
AMBLE LANE
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
MOORLAND WAY
PARKLAND WAY
AMBLE LANE
PATHWAY LANE PATHWAY LANEPATHWAY LANE
AMBLE LANE
ST
E
R
N
W
H
E
E
L
E
R
C
O
U
R
T
BUILDING A
3 STORY
18 UNIT
BUILDING B
3 STORY
18 UNIT
12 13BUILDING A
3 STORY
18 UNIT
NO.
8
D
I
T
C
H
END BORING OF
PROP 16" PVC
WATERLINE FOR
SONDERS EAST
PORTION;
EXTENSION TO
CONTINUE
NORTH, BY
OTHERS.
PROP 16" PVC
WATERLINE BORE
25' DITCH & DITCH
ACCESS EASEMENT
REC NO. 200030157848
(TO BE VACATED BY
CURRENT PLAT)
PROP ROW
MATCH LINE SEE SHEET C-038
EX PROPERTY BOUNDARY
EX PROPERTY BOUNDARY
PROP ROW
PROP DITCH EASEMENT
PROP DITCH EASEMENT
PROP TEMPORARY CONSTRUCTION EASEMENT
PROP DRAINAGE EASEMENT
PROP DRAINAGE EASEMENT
PROP IRRIGATION EASEMENT
PROP DRAINAGE EASEMENT
50'
128
'
78
'
14
'
12
8
'
PROP TOP (TOP OF BANK) OF NO. 8 DITCH
PROP BOTTOM (TOE OF SLOPE) OF NO. 8 DITCH
PROP BAKER LATERAL IRRIGATION EASEMENT
25'
PROP BAKER LATERAL IRRIGATION EASEMENT
25'
PROP 6' UTILITY
ESMT (TYP)
PROP 9' UTILITY
ESMT (TYP)
PROP 9' UTILITY
ESMT (TYP)
PROP 6' UTILITY
ESMT (TYP)
PROP 6' UTILITY
ESMT (TYP)
PROP 9' UTILITY
ESMT (TYP)
PROP 6' UTILITY
ESMT (TYP)
PROP CONC DROP STRUCTURE
PROP CONC DROP STRUCTURE
EX ROW
EX ROW
EX PROPERTY BOUNDARY
PROP LIMITS OF DEVELOPMENT
PROP LIMITS OF DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP EDGE OF
NEW ASPHALT
MATCH EXISTING
PROP EDGE OF
NEW ASPHALT
EX EDGE OF
ASPHALT
PROPERTY PIN
N 1474498.41
E 3130156.98
END PROP 18" PVC
BAKER LATERAL
IRRIGATION PIPE AT
MH; EXTENSION TO
NORTH BY OTHERS.
PROP 24" RCP STORM SEWER EXTENSION FOR
COUNTRY CLUB RESERVE OUTFALL
NO. 8 D
I
T
C
H
1
1
1
1
1
1
1
1
1
1
1
1
1
1
11
3
3
33
POC PROP 12"
PVC WATERLINE
TO PROP 16" PVC
WATERLINE
POC PROP 8" PVC
WATERLINE TO
PROP 16" PVC
WATERLINE
5
2
2
2
2
2
2
2
2
2
3
2
2
2
2
22
2
2
2
2
4
4
PROP 4" IRRG
METER VAULT
4
4
4
4
4
4
4
6
6
6
6
6
6
6
66
6
PROP RCP IRRIGATION PIPE EXTENSION FOR
SERRAMONTE HIGHLANDS IRRIGATION TAILWATER
OUTFALL TO NO. 8 DITCH
PROP RCP IRRIGATION
PIPE EXTENSION FOR
SERRAMONTE
HIGHLANDS
IRRIGATION
TAILWATER OUTFALL
TO NO. 8 DITCH
7
TYP
9
TYP
7
TYP 9
TYP
7
TYP
9
TYP
EX PROPERTY BOUNDARY
REMOVE & REPLACE
ASPHALT PER CITY OF
FORT COLLINS
CURRENT CODE. SEE
STREET CUT NOTE
THIS SHEET.
REMOVE & REPLACE
ASPHALT PER CITY OF
FORT COLLINS
CURRENT CODE. SEE
STREET CUT NOTE
THIS SHEET.
EX FIRE HYDRANT
4
7
7
TYP
TYP
4
FUTURE 10' REGIONAL TRAIL BY OTHERS
PROPOSED 50' TRAIL AND NATURAL AREAS BUFFER EASEMENT
SEE
NOTE
9
SEE
NOTE
9
SEE
NOTE
9
SEE
NOTE
9
1 W/ CASING
E E E E
EEEEEE EEE
EE E E E E
EE EE
G G G G G G
GGGGGG
G G G
G G G
E E E E
EE E E E E E E
E
EE EE
E E EE
G G G
G G G G G G G G G
G G GG
E E E E GGGGEEG
E EG
E E GG
EE EE EEGGGG G
G G G
E E EEGG G
G
G
E E GG
EEEGG G
G GG
EE
EE
E
EE
G
G
G
G
G
G G
G
G
EE
G
EE
EE
EE
EE
EE
G G
G G
GG
GG
G
G
E
EE
EE
G
G
G
G
G
G
E
EE
EE
G
G
G
G
G
G
G
E
EE
EE
G
G G
G
E
EE
G
G
G
EE
EE
EE
EE
G G
G
G
G G G
G
S
W
S
W
G
G
S
W
S
W
S
W
S
W
S
W
S W S W
W
S W
S S S S S S
S S S S S
SSSSSS
SSSSSS S S S
S S S S S S S S
S
S
S
S SS
S S
S
S S S S S S
S S S S S S S S
S
S
SSSSSS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S S S
S S S
S
S
S
S
S
S
S S
WW W W
W
W
W
W
W
W
W
W
W W W
W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WW
W
W
W
W
W
W
W
W
WWWWWWWW
W W W W
W W W W W W
W W W W
W W W
W
W W W WWW
W
W W
W
W
W
W W
W W
W
W
S
W
S
W
S
W
G G
G G
S
S
S
E
E E
EE
W
W
W
W
W
W
S S S
S
G
S
S
W
FFW
W
F
S
S
W
W
W
W
W
W
W
W
W
W
W SW S SWW S W SW SW SW SW S
S
S
W
W
W
G
E
G G
G
E
25' DITCH & DITCH
ACCESS EASEMENT
REC NO. 200030157848
(TO BE VACATED BY
CURRENT PLAT)
1
2
3
4
BLK1
BLK1
BLK1
5
6
7
8 9 10 11
BLK2
5 6
BLK3
BLK4
BLK5 BLK6
BLK
7
1 2 3 4
8 7 6 5
9 10 11 12
16 15 14 13
7 8 9 10
14 13 12 11
1 2 3 4
8 7 6 5
1 2 3
6 5 4
7 8 9 10
14 13 12 11
13
12
14 15 16 17 18
BLK1
BLK1
BLK1
19
20
21
22
23
24
25
26
27
28
29
30
31
32
36 35 34
33
1 2 3 4
5
6
7
8
9
10
11
12
13
1415
16
17
18
19 2021
BLK
4
BLK7BLK5
1 2 3 4 5 6 7 8 9 10 11
1516171819202526
3 4 5 6 7 8 9
11
12
14
15161718192021
BLK10 BLK10
BLK
11
BLK12
BLK14
1
2
3
4
5
6
7
8
9
BLK15
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
BLK15
BLK15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
303132333435363738
1
16
2
15
3
14
4
13
5
12
6
11
7
10
8
9
BLK15
BLK
15
BLK16
BLK17
BLK19
BLK18
BLK21
1
2
3
4
5
6
7
8
9
10
11
12
1
2
3
4
5
6
7
8
9
10
1
2
3
4
6 7 8
9
11
10
12
13
14
5
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19202122
1 2 3 4
5
6
7
8
9
101112131415
1 2 3 4 5 6 7 8 9 10 11
15
12 13 14
22
23242526272829
21
20
35 34
1 2 3 4 5 6 7 8 9
1011121314
1 2 3 4 5 6
7
8
9
10
11
12
14
16
17
18
19
20
22
15161718
19 20 21 22 23 24 25 26 27 28
BLK11
BLK14
27 28 29 30 31 32 33 34
35
36
37
38
39
47 46 45 44 43 42 41 40
BLK12
BLK12
BLK12
8 7
1 2
4 3
1 2
4 3
5 6
16 15
BLK2 BLK3
BLK1
BLK
20
MORNING STAR DRIVE
FA
I
R
W
A
T
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
CL
A
R
I
O
N
L
A
N
E
BRIGHTWATER DRIVE
CLIPPER WAY
FIELD VIEW ROAD
GREENSPACE WAY
FO
R
U
M
R
O
A
D
HIG
H
M
E
A
D
O
W
R
O
A
D
WE
L
L
N
E
S
S
R
O
A
D
WELL
N
E
S
S
R
O
A
D
HIGH
M
E
A
D
O
W
R
O
A
D
HIGH M
E
A
D
O
W
R
O
A
D
STA
R
D
U
S
T
W
A
Y
TRA
I
L
W
A
Y
R
O
A
D
WALKING STICK WAY
PATHWAY ROAD
PARKLAND ROAD
HIG
H
M
E
A
D
O
W
R
O
A
D
FIELD POINT WAY
ST
E
R
N
W
H
E
E
L
E
R
DR
I
V
E
MEADOW LARK ROAD
WANDER TRAIL
NATURE PARK WAY
NA
T
U
R
E
P
A
R
K
W
A
Y
GR
E
E
N
S
P
A
C
E
R
O
A
D
GR
E
E
N
S
P
A
C
E
R
O
A
D
GRASSLAND ROAD
MOORLAND WAY
PARKLAND WAY
AMBLE LANE
PLAY
P
A
R
K
L
A
N
E
TRAILS CROSSING LANE
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
BRIGHTWATER DRIVE
FA
I
R
W
A
T
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
BA
R
H
A
R
B
O
R
D
R
I
V
E
RICHARDS LAKE ROAD
(TWO LANE ARTERIAL)
RICHARDS LAKE ROAD
(TWO LANE ARTERIAL)
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
BRIGHTWATER DRIVE
MORNING STAR DRIVE
MOORLAND WAY
PARKLAND WAY
AMBLE LANE
PATHWAY LANE PATHWAY LANEPATHWAY LANE
STE
R
N
W
H
E
E
L
E
R
D
R
I
V
E
TRAILS CROSSING LANE
TRA
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E
AMBLE LANE
STE
R
N
W
H
E
E
L
E
R
C
O
U
R
T
1 2 3 4
7 6 5
8
11
9
10
BUILDING A3 STORY18 UNIT
BUILDING B3 STORY18 UNIT
BLK
8BLK8
24
12 13
14
212223
BLK9 BLK9
1021
13
22232425
BLK10 BLK10
BLK
11
30313233
16
17
18
19
23242526
21
15
13
BUILDING D3 STORY18 UNIT
BUILDING A3 STORY18 UNIT
NO.
8
D
I
T
C
H
50'
128'
78'
14'
12
8
'
25'
25'
NO. 8 DIT
C
H
S S S
E
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EE
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EE
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EG
EG
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S S S S S S
S S S S S
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S S S S S S S S S
S
S S S
S S S S S S S S S
S S S S S S S S
S S S
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S SS
S S S
S S S S S S
S S S S S S S S
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S
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G G G
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EG
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S S S
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S S S
S
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S
S
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S S S
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S
S
S S S
S
S S S S S
S
S
S
S
S
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S
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S
S
S
WW W W
W
W
W
W
W
W
W
W
W
W
W
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W
W
W
W
W
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W
W
W
W
W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
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S
S
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S
S
S
S
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S
S
S
S
S
S
S
S
SS
S S S S S S S S
S
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S
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W
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W
W
W
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NOTES
.
1.10' SEPARATION BETWEEN WATER, SEWER, AND STORM LINES SHALL BE PROVIDED.
2.MINIMUM 4.5' TO 5.5' OF COVER OVER WATERLINES UNLESS NOTED OTHERWISE.
3.ALL STORM SEWERS WILL BE CLASS III RCP WITH WATER TIGHT JOINTS, UNLESS NOTED
OTHERWISE.
4.ALL SANITARY SEWER SHALL BE SDR-35 PVC.
5.ALL SANITARY SEWER SERVICES SHALL BE 4" UNLESS NOTED OTHERWISE.
6.ALL WATER SERVICES SHALL BE 3 4" UNLESS NOTED OTHERWISE.
7.HAZARDOUS MATERIAL: 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.
8.THE SITE CONTRACTOR SHALL VERIFY ALL EXISTING UNDERGROUND UTILITIES, PRIOR TO
CONSTRUCTION.
9.LOT REQUIRED TO HAVE A FIRE SPRINKLER SYSTEM (UPONOR OR SIMILAR). A MECHANICAL
ENGINEER SHALL CONFIRM THE REQUIRED WATER SERVICE SIZE.
EXISTING LEGEND
EXISTING FIBER OPTIC LINE
EXISTING TELEPHONE LINE
EXISTING WATER LINE
EXISTING SANIARY SEWER LINE
EXISTING STORM SEWER LINE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING STORM SEWER MANHOLE
EXISTING SANITARY SEWER MANHOLE
EXISTING SANITARY SEWER CLEANOUT
EXISTING LIGHT POLE
PROPOSED 8" OR 12" PVC SANITARY SEWER W/ MANHOLE
PROPOSED FIRE HYDRANT ASSEMBLY
PROPOSED STORM SEWER W/ MANHOLE
PROPOSED TYPE R STORM INLET
PROPOSED 8" OR 12" PVC WATER
PROPOSED LEGEND
PROPOSED WATER VALVE
PROPOSED THRUST BLOCK
PROPOSED LIGHT POLE
KEY NOTE LEGEND
PROPOSED 8" PVC SANITARY SEWER LINE
PROPOSED 8" PVC WATER LINE (SEE WATER PLAN SHEETS C-040
TO C-049)
PROPOSED 12" PVC WATER LINE (SEE WATER PLAN SHEETS C-040
TO C-049)
PROPOSED FIRE HYDRANT
PROPOSED 12" PVC SANITARY SEWER LINE
PROPOSED STORM SEWER LINE
PROPOSED 3/4" WATER SERVICE, METER PIT & CURB STOP
PROPOSED 1-1/2" WATER SERVICE, METER PIT & CURB STOP
PROPOSED 4" SANITARY SEWER SERVICE W/ C.O.
PROPOSED 6" SANITARY SEWER SRVC W/ C.O.
1
2
3
4
5
6
7
8
9
10
PROPOSED WATER SERVICE
PROPOSED SANITARY SEWER SERVICE
W
S
PROPOSED ELECTRIC SERVICE
PROPOSED GAS SERVICE
E
G
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W DP
PROPOSED WATER SERVICE W/ DUAL METERS
ASPEN
0'
SCALE: 1" = 100'
100'200'
SHEET No:
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#
1 2 3 4 5 6 7
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C-037
37 84
AUGUST 7, 2024
105001
JRG
JRG
JRG
KEY MAP - 1" = 1000'
039038
037
KEY MAP - 1" = 1000'
MATCH LINE
SEE SHEET C-038
Street Cut Note
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 PLAN REVIEW
Boxelder Sanitation District
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BRIGHTWATER DRIVE
MORNING STAR DRIVE
MOORLAND WAY
PARKLAND WAY
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PATHWAY LANE PATHWAY LANEPATHWAY LANE
STE
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1 2 3 4
7 6 5
8
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BUILDING A3 STORY18 UNIT
BUILDING B3 STORY18 UNIT
BLK
8BLK8
24
12 13
14
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13
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BUILDING D3 STORY18 UNIT
BUILDING A3 STORY18 UNIT
NOTES
.
1.10' SEPARATION BETWEEN WATER, SEWER, AND STORM LINES SHALL BE PROVIDED.
2.MINIMUM 4.5' TO 5.5' OF COVER OVER WATERLINES UNLESS NOTED OTHERWISE.
3.ALL STORM SEWERS WILL BE CLASS III RCP WITH WATER TIGHT JOINTS, UNLESS NOTED
OTHERWISE.
4.ALL SANITARY SEWER SHALL BE SDR-35 PVC.
5.ALL SANITARY SEWER SERVICES SHALL BE 4" UNLESS NOTED OTHERWISE.
6.ALL WATER SERVICES SHALL BE 3 4" UNLESS NOTED OTHERWISE.
7.HAZARDOUS MATERIAL: 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.
8.THE SITE CONTRACTOR SHALL VERIFY ALL EXISTING UNDERGROUND UTILITIES, PRIOR TO
CONSTRUCTION.
9.LOT REQUIRED TO HAVE A FIRE SPRINKLER SYSTEM (UPONOR OR SIMILAR). A MECHANICAL
ENGINEER SHALL CONFIRM THE REQUIRED WATER SERVICE SIZE.
EXISTING LEGEND
EXISTING FIBER OPTIC LINE
EXISTING TELEPHONE LINE
EXISTING WATER LINE
EXISTING SANIARY SEWER LINE
EXISTING STORM SEWER LINE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING STORM SEWER MANHOLE
EXISTING SANITARY SEWER MANHOLE
EXISTING SANITARY SEWER CLEANOUT
EXISTING LIGHT POLE
PROPOSED 8" OR 12" PVC SANITARY SEWER W/ MANHOLE
PROPOSED FIRE HYDRANT ASSEMBLY
PROPOSED STORM SEWER W/ MANHOLE
PROPOSED TYPE R STORM INLET
PROPOSED 8" OR 12" PVC WATER
PROPOSED LEGEND
PROPOSED WATER VALVE
PROPOSED THRUST BLOCK
PROPOSED LIGHT POLE
KEY NOTE LEGEND
PROPOSED 8" PVC SANITARY SEWER LINE
PROPOSED 8" PVC WATER LINE (SEE WATER PLAN SHEETS C-040
TO C-049)
PROPOSED 12" PVC WATER LINE (SEE WATER PLAN SHEETS C-040
TO C-049)
PROPOSED FIRE HYDRANT
PROPOSED 12" PVC SANITARY SEWER LINE
PROPOSED STORM SEWER LINE
PROPOSED 3/4" WATER SERVICE, METER PIT & CURB STOP
PROPOSED 1-1/2" WATER SERVICE, METER PIT & CURB STOP
PROPOSED 4" SANITARY SEWER SERVICE W/ C.O.
PROPOSED 6" SANITARY SEWER SRVC W/ C.O.
1
2
3
4
5
6
7
8
9
10
PROPOSED WATER SERVICE
PROPOSED SANITARY SEWER SERVICE
W
S
PROPOSED ELECTRIC SERVICE
PROPOSED GAS SERVICE
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PROPOSED WATER SERVICE W/ DUAL METERS
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8 7 6 5
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14 13
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27
28
29
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31
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36
35
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10
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1 2 3 4 5 6 7 8 9 10 11
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BLK
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1
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3
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27 28 29 30 31 32 33 34
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38
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47 46 45 44 43 42 41 40
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1
MORNING STAR DRIVE
FA
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W
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1 2 3 4
7 6 5
8
11
9
10
BUILDING A
3 STORY
18 UNIT
BUILDING B
3 STORY
18 UNIT
BLK
8
BLK
8
24
12 13
14
212223
BLK
9
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1021
13
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30313233
16
17
18
19
23242526
21
15
13
BUILDING D
3 STORY
18 UNIT
BUILDING A
3 STORY
18 UNIT
PROP 16"
PVC
WATERLINE
BORE
1
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11
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POC PROP 8"
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5
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POC PROP 8" SANITARY
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SANITARY SEWER
2
2
222
2
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EX FH
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POC PROP 8" SANITARY SEWER
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SANITARY SEWER
4
4
4
2
4
4
4
4
2
4
4
4
PROP 4" IRRG
METER VAULT
4
6
6
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6
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6
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TYP
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EX PROPERTY BOUNDARY
EX PROPERTY BOUNDARY
EX
PROPERTY
BOUNDARY
25' DITCH & DITCH
ACCESS EASEMENT
REC NO. 200030157848
(TO BE VACTED BY
CURRENT PLAT)
PROP BAKER LATERAL IRRIGATION EASEMENT
PROP
LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
EX ROW
PROP ROW
EX ROW
PROP ROW
EX PROPERTY
BOUNDARY
PROP EDGE
OF NEW
ASPHALT
EX EDGE OF
ASPHALT
PROP
EDGE OF
NEW
ASPHALT
EX EDGE OF
ASPHALT
PROP BAKER
LATERAL
IRRIGATION
EASEMENT
PROP DRAINAGE EASEMENT
EX PROPERTY BOUNDARY
PROP LIMITS OF
DEVELOPMENT
EX PROPERTY
BOUNDARY
PROP DRAINAGE EASEMENT
PROP DRAINAGE EASEMENT
PROP BAKER
LATERAL IRRG PIPE
EXTENSION
PROP CONC
FOREBAY
W/ RIPRAP
PROP BAKER
LATERAL IRRG PIPE
EXTENSION
PROP BEGIN BAKER
LATERAL IRRG PIPE
EXTENSION: TIE-IN TO
EX BAKER LATERAL
IRRG MH
PROP RIPRAP
PROP RIPRAP
BEGIN PROP 16" PVC WATERLINE BORE;
CONNECTION TO ELCO PUMP STATION, BY OTHERS
REMOVE & REPLACE ASPHALT
PER CITY OF FORT COLLINS
CURRENT CODE. SEE STREET
CUT NOTE THIS SHEET.
REMOVE & REPLACE
ASPHALT PER CITY OF
FORT COLLINS
CURRENT CODE. SEE
STREET CUT NOTE
THIS SHEET.
4
4
4
4
PROP DRAINAGE EASEMENT
FUTURE 10' REGIONAL TRAIL BY OTHERS
PROPOSED 50' TRAIL AND NATURAL AREAS BUFFER EASEMENT
SEE
NOTE
9
SEE
NOTE
9
SEE
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SEE
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9
6
1
ASPEN
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SCALE: 1" = 100'
100'200'
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AUGUST 7, 2024
105001
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Street Cut Note
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 PLAN REVIEW
Boxelder Sanitation District
MATCH LINE
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BUILDING D3 STORY18 UNIT
BUILDING A3 STORY18 UNIT
NOTES
.
1.10' SEPARATION BETWEEN WATER, SEWER, AND STORM LINES SHALL BE PROVIDED.
2.MINIMUM 4.5' TO 5.5' OF COVER OVER WATERLINES UNLESS NOTED OTHERWISE.
3.ALL STORM SEWERS WILL BE CLASS III RCP WITH WATER TIGHT JOINTS, UNLESS NOTED
OTHERWISE.
4.ALL SANITARY SEWER SHALL BE SDR-35 PVC.
5.ALL SANITARY SEWER SERVICES SHALL BE 4" UNLESS NOTED OTHERWISE.
6.ALL WATER SERVICES SHALL BE 3 4" UNLESS NOTED OTHERWISE.
7.HAZARDOUS MATERIAL: 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.
8.THE SITE CONTRACTOR SHALL VERIFY ALL EXISTING UNDERGROUND UTILITIES, PRIOR TO
CONSTRUCTION.
EXISTING LEGEND
EXISTING FIBER OPTIC LINE
EXISTING TELEPHONE LINE
EXISTING WATER LINE
EXISTING SANIARY SEWER LINE
EXISTING STORM SEWER LINE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING STORM SEWER MANHOLE
EXISTING SANITARY SEWER MANHOLE
EXISTING SANITARY SEWER CLEANOUT
EXISTING LIGHT POLE
PROPOSED 8" OR 12" PVC SANITARY SEWER W/ MANHOLE
PROPOSED FIRE HYDRANT ASSEMBLY
PROPOSED STORM SEWER W/ MANHOLE
PROPOSED TYPE R STORM INLET
PROPOSED 8" OR 12" PVC WATER
PROPOSED LEGEND
PROPOSED WATER VALVE
PROPOSED THRUST BLOCK
PROPOSED LIGHT POLE
KEY NOTE LEGEND
PROPOSED 8" PVC SANITARY SEWER LINE
PROPOSED 8" PVC WATER LINE (SEE WATER PLAN SHEETS C-040
TO C-049)
PROPOSED 12" PVC WATER LINE (SEE WATER PLAN SHEETS C-040
TO C-049)
PROPOSED FIRE HYDRANT
PROPOSED 12" PVC SANITARY SEWER LINE
PROPOSED STORM SEWER LINE
PROPOSED 3/4" WATER SERVICE, METER PIT & CURB STOP
PROPOSED 1-1/2" WATER SERVICE, METER PIT & CURB STOP
PROPOSED 4" SANITARY SEWER SERVICE W/ C.O.
PROPOSED 6" SANITARY SEWER SRVC W/ C.O.
1
2
3
4
5
6
7
8
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15
13
25' DITCH & DITCH
ACCESS EASEMENT
REC NO. 200030157848
EX PROPERTY BOUNDARY
PROP DRAINAGE
EASEMENT
EX PROPERTY BOUNDARY
PROP CONC WINGWALL/ RETAINING WALL
PROP LIMITS OF DEVELOPMENT
PROP LIMITS OF DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF DEVELOPMENT
PROP TEMPORARY
CONSTRUCTION EASEMENT
PROP TEMPORARY
CONSTRUCTION EASEMENT
PROP CONC DROP STRUCTURE
PROP DRAINAGE EASEMENT
PROP DRAINAGE
EASEMENT
EX PRESCRIPTIVE
EASEMENT
PROP DITCH EASEMENT
PROP TOP (TOP OF BANK) OF NO. 8 DITCH
PROP BOTTOM (TOE OF SLOPE) OF NO. 8 DITCH
PROP LIMITS OF DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP DITCH EASEMENT
PROP TOP (TOP OF BANK) OF NO. 8 DITCH
PROP BOTTOM (TOE OF SLOPE) OF NO. 8 DITCH
PROP LIMITS OF DEVELOPMENT
EX PROPERTY BOUNDARYEX PROPERTY
BOUNDARY
PROP LIMITS OF
DEVELOPMENT
PROP DRAINAGE EASEMENT
PROP POND OUTLET
STRUCTURE
PROP RCP STORM
SEWER OUTLET TO
NO. 8 DTICH
PROP CONC HEADWALL
W/ ORIFICE CONTROL
PROP RCP STORM SEWER
OUTLET TO NO. 8 DITCH
PROP RIPRAP
PROP RIPRAP
EX POND OUTLET
STRUCTURE
PROP TEMPORARY
CONSTRUCTION EASEMENT
5
1
5
1
1
1
1
1
1
1
1
1
1
11
1
5
5
5
5
5
2
103
3
3
3
3
3
2
3
2
2 2
2
2
2
POC PROP 8" PVC
WATERLINE TO EX 8"
PVC WATERLINE
POC PROP 8" SANITARY
SEWER TO EX 18"
SANITARY SEWER
POC PROP 12" SANITARY
SEWER TO EX 15"
SANITARY SEWER
2
2
2
2
2
2
2
POC PROP 8" PVC
WATERLINE TO EX 16"
PVC WATERLINE
POC PROP 8" SANITARY
SEWER TO EX 8"
SANITARY SEWER
2
2
2
2
4
4
4
EX FH
EX FH
4
4
4
4
4
4
2
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
7
TYP
9
TYP
7
TYP
9
TYP
7
TYP
9
TYP
7
TYP
9
TYP
7
TYP
9
TYP
REMOVE & REPLACE ASPHALT PER CITY OF FORT COLLINS
CURRENT CODE. SEE STREET CUT NOTE THIS SHEET.
REMOVE & REPLACE ASPHALT
PER CITY OF FORT COLLINS
CURRENT CODE. SEE STREET
CUT NOTE THIS SHEET.
POC PROP 12" PVC
WATERLINE TO EX
12" PVC WATERLINE
1
4
2
FUTURE 10' REGIONAL TRAIL DITCH CROSSING BY OTHERS
PROPOSED 50' TRAIL AND NATURAL AREAS BUFFER EASEMENT
FUTURE 10' REGIONAL TRAIL BY OTHERS
PROPOSED 50' TRAIL AND NATURAL AREAS BUFFER EASEMENT
FUTURE 10' REGIONAL TRAIL BY OTHERS
PROPOSED 50' TRAIL AND NATURAL AREAS BUFFER EASEMENT
ASPEN
0'
SCALE: 1" = 100'
100'200'
SHEET No:
PR
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project no:
date:
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C-039
39 84
AUGUST 7, 2024
105001
JRG
JRG
JRG
KEY MAP - 1" = 1000'
039
038
037
KEY MAP - 1" = 1000'Street Cut Note
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 PLAN REVIEW
Boxelder Sanitation District
MAT
C
H
L
I
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SEE
S
H
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T
C
-
0
3
8
NOTES
.
1.10' SEPARATION BETWEEN WATER, SEWER, AND STORM LINES SHALL BE PROVIDED.
2.MINIMUM 4.5' TO 5.5' OF COVER OVER WATERLINES UNLESS NOTED OTHERWISE.
3.ALL STORM SEWERS WILL BE CLASS III RCP WITH WATER TIGHT JOINTS, UNLESS NOTED
OTHERWISE.
4.ALL SANITARY SEWER SHALL BE SDR-35 PVC.
5.ALL SANITARY SEWER SERVICES SHALL BE 4" UNLESS NOTED OTHERWISE.
6.ALL WATER SERVICES SHALL BE 3 4" UNLESS NOTED OTHERWISE.
7.HAZARDOUS MATERIAL: 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.
8.THE SITE CONTRACTOR SHALL VERIFY ALL EXISTING UNDERGROUND UTILITIES, PRIOR TO
CONSTRUCTION.
EXISTING LEGEND
EXISTING FIBER OPTIC LINE
EXISTING TELEPHONE LINE
EXISTING WATER LINE
EXISTING SANIARY SEWER LINE
EXISTING STORM SEWER LINE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING STORM SEWER MANHOLE
EXISTING SANITARY SEWER MANHOLE
EXISTING SANITARY SEWER CLEANOUT
EXISTING LIGHT POLE
PROPOSED 8" OR 12" PVC SANITARY SEWER W/ MANHOLE
PROPOSED FIRE HYDRANT ASSEMBLY
PROPOSED STORM SEWER W/ MANHOLE
PROPOSED TYPE R STORM INLET
PROPOSED 8" OR 12" PVC WATER
PROPOSED LEGEND
PROPOSED WATER VALVE
PROPOSED THRUST BLOCK
PROPOSED LIGHT POLE
KEY NOTE LEGEND
PROPOSED 8" PVC SANITARY SEWER LINE
PROPOSED 8" PVC WATER LINE (SEE WATER PLAN SHEETS C-040
TO C-049)
PROPOSED 12" PVC WATER LINE (SEE WATER PLAN SHEETS C-040
TO C-049)
PROPOSED FIRE HYDRANT
PROPOSED 12" PVC SANITARY SEWER LINE
PROPOSED STORM SEWER LINE
PROPOSED 3/4" WATER SERVICE, METER PIT & CURB STOP
PROPOSED 1-1/2" WATER SERVICE, METER PIT & CURB STOP
PROPOSED 4" SANITARY SEWER SERVICE W/ C.O.
PROPOSED 6" SANITARY SEWER SRVC W/ C.O.
1
2
3
4
5
6
7
8
9
10
PROPOSED WATER SERVICE
PROPOSED SANITARY SEWER SERVICE
W
S
PROPOSED ELECTRIC SERVICE
PROPOSED GAS SERVICE
E
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1
2
3
4
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58.86 LF 8" PVC224.00 LF 8" PVC
1
2
3
4
BLK
1
BLK
1
BLK
1
5
6
7
8 9 10 11
1 2 3 4
13
12
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1
1 2
GRASSLAND ROAD
TU
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W 25' DITCH & DITCH
ACCESS EASEMENT
REC NO. 200030157848
25' DITCH & DITCH
ACCESS EASEMENT
REC NO. 200030157848
(TO BE VACATED BY
CURRENT PLAT)
EX PROPERTY BOUNDARY
PROP DITCH EASEMENT PROP TEMPORARY CONSTRUCTION EASEMENT
PROP IRRIGATION EASEMENT
PROP DRAINAGE EASEMENT
PROP BAKER LATERAL IRRIGATION EASEMENT
PROP 9' UTILITY
ESMT (TYP)
PROP 6' UTILITY
ESMT (TYP)
EX ROW
PROP LIMITS OF DEVELOPMENT
PROP EDGE OF
NEW ASPHALT/
SAWCUT LINE
PROP ROW
EX PROPERTY
BOUNDARY
PROP CONC DROP STRUCTURE
EX ROW
EX EDGE OF
ASPHALT
PROP RCP STORM EXTENSION FOR COUNTRY CLUB
RESERVE DEVELOPMENT OUTFALL TO NO. 8 DITCH
EX COUNTRY
CLUB
RESERVE
STORM
OUTFALL PIPE
PROP RCP IRRIGATION PIPE EXTENSION FOR
SERRAMONTE HIGHLANDS IRRIGATION TAILWATER
OUTFALL TO NO. 8 DITCH
END PROP BAKER LATERAL
EXTENSION AT MH (EXTENSION
TO NORTH, IN FUTURE, BY
OTHERS)
EX PROPERTY
BOUNDARY
PROP BAKER
LATERAL IRRG PIPE
EXTENSION
PROP DITCH EASEMENT PROP TOP (TOP OF BANK) OF NO. 8 DITCH
PROP BOTTOM (TOW OF SLOPE) OF NO. 8 DITCH
PROP EDGE OF
NEW ASPHALT/
SAWCUT LINE
EX EDGE OF
ASPHALT
52
1
.
9
0
L
F
8
"
P
V
C
12
2
.
4
6
L
F
8
"
P
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C
114.18 LF 8" PVC
12
7
.
2
9
L
F
8
"
P
V
C
56.77 LF 8" PVC
STA 10+00, 0.00'
N 1475448.62
E 3129056.92
STA 11+27.29, 0.00'
11.25° BEND W/ TB
N 1475329.25
E 3129101.14
STA 12+41.48, 0.00'
11.25° BEND W/ TB
N 1475217.26
E 3129123.41
STA 13+63.94, 0.00'
8" CROSS W/ 8" GV'S (N, E, S)
N 1475094.79
E 3129123.41
STA 14+20.71, 0.00'
8" x 6" SWIVEL TEE W/ 6" GV (E) & TB
N 1475038.03
E 3129123.41
STA 10+00, 0.00'
INSTALL 8" x 6" REDUCER W/ 6" G.V. (N)
N 1475448.62
E 3129056.92
STA 12+76.06, 0.00'
8" CROSS W/ 8" GV'S (N, E, S)
N 1475094.79
E 3129123.41
STA 15+53.25, 0.00'
45° BEND W/ TB
N 1475094.79
E 3129400.61
STA 15+89.82, 0.00'
45° BEND W/ TB
N 1475068.94
E 3129426.46
STA 10+00, 0.00'
INSTALL 8" x 6" REDUCER W/ 6" G.V. (N)
N 1475448.62
E 3129056.92
STA 10+00, 0.00'
INSTALL 8" x 6" REDUCER W/ 6" G.V. (N)
N 1475448.62
E 3129056.92
PROP FH ASSY.
N 475492.59
E 3129040.63
1
1
2
2
4
4
6
7
9
POC PROP 8" PVC
WATERLINE TO PROP
16" PVC WATERLINE
REMOVE & REPLACE
ASPHALT PER CITY OF
FORT COLLINS CURRENT
CODE. SEE STREET CUT
NOTE THIS SHEET.
277.19 LF 8" PVC 36.5
7
L
F
8
"
P
V
C
STA 14+20.71, 11.50' LT
FH ASSY.
N 1475038.03
E 3129134.91
PROP LIMITS OF
DEVELOPMENT
WATERLINE A
WATERLINE A
WATERLINE B
WATERLINE B
PROP LIMITS OF DEVELOPMENT
PROP LIMITS OF DEVELOPMENT
6
STA 9+97.20
16" x 16' x 8" TEE W/ 8" GV (E) & TB
N 1475094.78
E 3128840.56
STA 10+52.07, 0.20' LT
8"x6" SWIVEL TEE W/6" GV N & TB
N 1475094.99
E 3128899.42
STA 10+52.07, 11.51' LT
FH ASSY
N 1475106.29
E 3128899.42
58.86 LF 8" PVC 224.00 LF 8" PVC
2
FUTURE 10' REGIONAL TRAIL BY OTHERS
PROPOSED 50' TRAIL AND NATURAL AREAS BUFFER EASEMENT
ASPEN
0'
SCALE: 1" = 40'
40'80'
SHEET No:
PR
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DRAWN BY:
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1 2 3 4 5 6 7
PRE
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project no:
date:
SO
N
D
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A
N
C-040
40 84
AUGUST 7, 2024
105001
JRG
JRG
JRG
MATCH LINE
SEE SHEET C-041
Street Cut Note
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 MAP - 1" = 1000'KEY MAP - 1" = 1000'
048
040
041
042
043 046
045
044
049
049047
048
NOTES
.
1.10' SEPARATION BETWEEN WATER, SEWER, AND STORM
LINES SHALL BE PROVIDED.
2.MINIMUM 4.5' TO 5.5' OF COVER OVER WATERLINES UNLESS
NOTED OTHERWISE.
3.ALL STORM SEWERS WILL BE CLASS III RCP WITH WATER
TIGHT JOINTS, UNLESS NOTED OTHERWISE.
4.ALL SANITARY SEWER SHALL BE SDR-35 PVC.
5.ALL SANITARY SEWER SERVICES SHALL BE 4" UNLESS NOTED
OTHERWISE.
6.ALL WATER SERVICES SHALL BE 3 4" UNLESS NOTED
OTHERWISE.
7.HAZARDOUS MATERIAL: 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.
8.THE SITE CONTRACTOR SHALL VERIFY ALL EXISTING
UNDERGROUND UTILITIES, PRIOR TO CONSTRUCTION.
9.LOT REQUIRED TO HAVE A FIRE SPRINKLER SYSTEM (UPONOR
OR SIMILAR). A MECHANICAL ENGINEER SHALL CONFIRM THE
REQUIRED WATER SERVICE SIZE.
EXISTING LEGEND
EXISTING FIBER OPTIC LINE
EXISTING TELEPHONE LINE
EXISTING WATER LINE
EXISTING SANIARY SEWER LINE
EXISTING STORM SEWER LINE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING STORM SEWER MANHOLE
EXISTING SANITARY SEWER MANHOLE
EXISTING SANITARY SEWER CLEANOUT
EXISTING LIGHT POLE
PROPOSED 8" OR 12" PVC SANITARY SEWER
PROPOSED FIRE HYDRANT ASSEMBLY
PROPOSED STORM SEWER W/ MANHOLE
PROPOSED TYPE R STORM INLET
PROPOSED 8" OR 12" PVC WATER
PROPOSED LEGEND
PROPOSED WATER VALVE
PROPOSED THRUST BLOCK
PROPOSED LIGHT POLE
KEY NOTE LEGEND
PROPOSED 8" PVC SANITARY SEWER LINE
PROPOSED 8" PVC WATER LINE (SEE WATER PLAN SHEETS
C-040 TO C-049)
PROPOSED 12" PVC WATER LINE (SEE WATER PLAN SHEETS
C-040 TO C-049)
PROPOSED FIRE HYDRANT
PROPOSED 12" PVC SANITARY SEWER LINE
PROPOSED STORM SEWER LINE
PROPOSED 3/4" WATER SERVICE, METER PIT & CURB STOP
PROPOSED 1-1/2" WATER SERVICE, METER PIT & CURB STOP
PROPOSED 4" SANITARY SEWER SERVICE W/ C.O.
PROPOSED 6" SANITARY SEWER SRVC W/ C.O.
1
2
3
4
5
6
7
8
9
10
PROPOSED WATER SERVICE
PROPOSED SANITARY SEWER SERVICE
W
S
PROPOSED ELECTRIC SERVICE
PROPOSED GAS SERVICE
E
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W/ MANHOLE
1
2
3
4
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6
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20
21
22
23
24
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WW
W
W
W
W
W
W W W W W W W W W W
W
W
W
W W W
WWWWWWWW
W
W
W
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W
W W
W W
W
WS
W
S
WS
W
S
S
W
W
W
W
W
W
S
S
S
S
W
W
S
S
S
S
S
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
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W W
W
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SG
S
S
W
W
W
W
F
F
F
F
W
FFW
WF
WF
SS
S
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W
W W W W
W
W
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W
W W
W
W
W
W
W
W
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DP
WW
DP
DP
DP DP
DP
EE EE
SSS
SSSS
WWW
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EE
W W
W W
S S
S
S
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EE GG
G G
G G G G
W W W W
S
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S S SGGG S S SGGG
W SW S SWW S
E E E
W
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W
DPE
DP
WW W
EEE DP
WW W
EEE DP
WW W
EEE
GS
S
G SSGSGSSGS
S WSWWSSWWSSWSWWS
G
G
EG EG EG E G EG EG EG EG E G
E G EG E G E G EG E G EG E G E G
EG E G EG EG EG E G EG E GEGEG
EG EG EG EG EG EG EG EGEGEG E G
G
EG E G EG EG EG EG E G EGEGEG
E
G
EG
E
G
EG E EG G
EG EG EG EG EG EG EGEGEG EG EG EG
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W SW
SW
WS W W W W W W W WSSSSSSS S S W
WSSWWSSSSSSSSWWWWWWWW
W S
WSWSSW
W
S S S S SWWWW W
SW SW SW S S S
W W W
W S W S
W
EG EG EG
E
E
E
E
G
G
G
G
G E GE GE GE
EG
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W W S W
W
W
W
W
W
S
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EG
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EG EG EG GE GE
GE
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W W
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EG
EG
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GE
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S S S S SWWWW
G
S
W
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S
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E
G
G G
G
E G
G
G
E
E
E
E
G
E
BLK
2
5 6
BLK
3
BLK
4
BLK
5 BLK
6
BLK
7
1 2 3 4
8 7 6 5
9 10 11 12
16 15 14 13
7 8 9 10
1 2 3 4
8 7 6 5
1 2 3
6 5 4
7 8
9
10
13
14 15 16 17 18
BLK
1
19
20
1 2 3 4
5
6
7
14
15
16
17
18
19 2021
BLK
4
8 7
1 2
4 3
1 2
4 3
5 6
BLK
2 BLK
3
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
FIELD POINT WAY
ST
E
R
N
W
H
E
E
L
E
R
DR
I
V
E
MEADOW LARK ROAD
WANDER T
R
A
I
L
NATURE PARK WAY
GR
E
E
N
S
P
A
C
E
R
O
A
D
GR
E
E
N
S
P
A
C
E
R
O
A
D
MOORLAND WAY
PARKLAND WAY
AMBLE LANE
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
MOORLAND WAY
PARKLAND WAY
AMBLE LANEAMBLE LANE
E E E E
E EEEEE E EE
E E E E
G G G G G G
G G G
G G G
E E E E
E E E E E E E E
E
E E E E
G G G G G G G G G
G G GG
E E E E GGGGEEG
E EG
E E E E E EGGGG G
G G G
G
E EEGG G
G GG
G
EE
EE
EE
G G
G G
G
G
G
EE
G
E
EE
G
G
G
G
G
S S S S S S
S S S S S
SSSSSS
SSSSSS S S S
S
S SS
S S
S
S S S S S S
SSSSSS
S
S
S
S
S
S
S
S S S
S S S
S
S
W
W
W
W
W
W
W W W
W W W W
W
W
W
W
W
W
W
W
W
W
WWWWWWWW
W W W W
W W W W W W
W W W W
W W W
W
W W
W
W
W
W W
W W
W
W
S
W
S
W
S
S S S
S
G
S
G
PROP ROW
PROP BAKER LATERAL IRRIGATION EASEMENT
PROP 9' UTILITY
ESMT (TYP)
PROP 6' UTILITY
ESMT (TYP)
PROP 9' UTILITY
ESMT (TYP)
PROP 6' UTILITY
ESMT (TYP)
EX ROW
EX PROPERTY BOUNDARY
PROP LIMITS OF
DEVELOPMENT
PROP EDGE OF
NEW ASPHALT
EX EDGE OF
ASPHALT
1
1
1
1
1
1
1
1
1
1
3
33
POC PROP 12" PVC WATERLINE
TO PROP 16" PVC WATERLINE
2
2
2
2
3
2
2
2
2
2
4
4
4
4
6
6
6
6
7 TYP
9TYP
EX ROW
PROP ROW
PROP EDGE
OF NEW
ASPHALT
EX EDGE OF
ASPHALT
PROP BAKER
LATERAL IRRG
PIPE EXTENSION
52
2
.
2
7
L
F
8
"
P
V
C
28
3
.
0
0
L
F
8
"
P
V
C
36.68 LF 8" PVC
14.14 LF 8" PVC
18.62 LF 8" PVC
94
.
5
8
L
F
8
"
P
V
C
71
.
6
7
L
F
8
"
P
V
C
STA 19+22.27, 0.00'
8" x 6" SWIVEL TEE W/ 6" GV (E) & TB
N 1474536.47
E 3129123.41
STA 19+58.94, 0.00'
12" x 8" CROSS W/ 12" BFV (E), 8" GV'S (N & S)
N 1474499.79
E 3129123.41
STA 22+41.94, 0.00'
45° BEND W/ TB
N 1474216.79
E 3129123.41
STA 22+56.08, 0.00'
8" TEE W/ 8" GV'S (NW & SE) & TB
N 1474206.79
E 3129133.41
STA 22+70.23, 0.00'
45° BEND W/ TB
N 1474196.79
E 3129143.41
STA 25+16.95, 0.00'
8" x 6" SWIVEL TEE W/ 6" GV (N) & TB
N 1474196.79
E 3129390.13
STA 25+53.28, 0.00'
8" TEE W/ 8" GV'S (N & W) & TB
N 1474196.79
E 3129426.46
STA 18+48.96, 0.00'
8" TEE W/ 8" GV'S (N & E) & TB
N 1474809.79
E 3129426.46
STA 21+58.96, 0.00'
12" x 8" CROSS W/ 12" BFV (E), 8" GV'S (N & S)
N 1474499.79
E 3129426.46
STA 24+61.96, 0.00'
8" TEE W/ 8" GV'S (N & W) & TB
N 1474196.79
E 3129426.46
STA 9+92.51
16" x 16" x 12" TEE W/ 12" BFV (E) & TB
N 1474499.79
E 3128836.58
STA 12+79.34, 0.00' LT
12" x 8" CROSS W/ 12" BFV (E), 8" GV'S (N & S)
N 1474499.79
E 3129123.41
STA 15+82.39, 0.00'
12" x 8" CROSS W/ 12" BFV (E), 8" GV'S (N & S)
N 1474499.79
E 3129426.46
STA 17+90.41, 0.00' LT
12" 45° BEND W/ TB
N 1474499.79
E 3129634.48
STA 18+18.90, 0.00'
12" x 6" SWIVEL TEE W/ 6" GV (NE) & TB
N 1474481.48
E 3129656.30 STA 18+36.37, 0.00' LT
12" 45° BEND W/ TB
N 1474470.25
E 3129669.69
STA 10+00, 0.00'
8" TEE W/ 8" GV'S (NW & SE) & TB
N 1474206.79
E 3129133.41
STA 10+18.62, 0.00'
8" 22.5° + 11.25° BEND W/ TB
N 1474193.63
E 3129120.24
STA 11+13.21, 0.00'
8" 11.25° BEND W/ TB
N 1474101.96
E 3129096.91
25
9
.
1
4
L
F
8
"
P
V
C
31
0
.
0
0
L
F
8
"
P
V
C
30
3
.
0
0
L
F
8
"
P
V
C
16
6
.
5
0
L
F
8
"
P
V
C
36.33 LF 8" PVC246.72 LF 8" PVC
52
2
.
2
7
L
F
8
"
P
V
C
14.14 LF 8" PVC
16.06 LF 8" PVC
191.16 LF 8" PVC
291.00 LF 8"
P
V
C
286.83 LF 12" PVC 303.05 LF 12" PVC 208.01 LF 12" PVC
28.49 LF 12" PVC
17.47 LF 12" PVC
42
0
.
3
9
L
F
1
2
"
P
V
C
STA 18+18.90, 21.78' LT
PROP FH ASSY.
N 1474498.17
E 3129670.30
STA 19+22.27, 11.50' LT
PROP FH ASSY.
N 1474536.47
E 3129134.91
STA 25+16.95, 16.33' LT
PROP FH ASSY.
N 1474213.13
E 3129390.13
REMOVE & REPLACE
ASPHALT PER CITY OF FORT
COLLINS CURRENT CODE.
SEE STREET CUT NOTE THIS
SHEET.
1
WATERLINE A
WATERLINE A
WATERLINE A
WATERLINE D
WATERLINE D
WATERLINE D
WATERLINE B
WATERLINE B
WATERLINE B
WATERLINE C
WATERLINE E
STA 10+16.06, 13.98' LT
PROP FH ASSY.
N 1474823.78
E 3129442.53
STA 10+00, 0.00'
8" TEE W/ 8" GV'S (N & E) & TB
N 1474809.79
E 3129426.46
SEE
NOTE
9
SEE
NOTE
9
SEE
NOTE
9
SEE
NOTE
9
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:
SO
N
D
E
R
S
E
A
S
T
FO
R
T
C
O
L
L
I
N
S
,
C
O
L
O
R
A
D
O
WA
T
E
R
P
L
A
N
C-041
41 84
AUGUST 7, 2024
105001
JRG
JRG
JRG
MATCH LINE
SEE SHEET C-042
Street Cut Note KEY MAP - 1" = 1000'
048
040
KEY MAP - 1" = 1000'
041
042
043 046
045
044
049
049047
048
MATCH LINE
SEE SHEET C-040
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C
-
0
4
4
ASPEN
0'
SCALE: 1" = 40'
40'80'
KEY NOTE LEGEND
PROPOSED 8" PVC SANITARY SEWER LINE
PROPOSED 8" PVC WATER LINE (SEE WATER PLAN SHEETS
C-040 TO C-049)
PROPOSED 12" PVC WATER LINE (SEE WATER PLAN SHEETS
C-040 TO C-049)
PROPOSED FIRE HYDRANT
PROPOSED 12" PVC SANITARY SEWER LINE
PROPOSED STORM SEWER LINE
PROPOSED 3/4" WATER SERVICE, METER PIT & CURB STOP
PROPOSED 1-1/2" WATER SERVICE, METER PIT & CURB STOP
PROPOSED 4" SANITARY SEWER SERVICE W/ C.O.
PROPOSED 6" SANITARY SEWER SRVC W/ C.O.
1
2
3
4
5
6
7
8
9
10
NOTES
.
1.10' SEPARATION BETWEEN WATER, SEWER, AND STORM
LINES SHALL BE PROVIDED.
2.MINIMUM 4.5' TO 5.5' OF COVER OVER WATERLINES UNLESS
NOTED OTHERWISE.
3.ALL STORM SEWERS WILL BE CLASS III RCP WITH WATER
TIGHT JOINTS, UNLESS NOTED OTHERWISE.
4.ALL SANITARY SEWER SHALL BE SDR-35 PVC.
5.ALL SANITARY SEWER SERVICES SHALL BE 4" UNLESS NOTED
OTHERWISE.
6.ALL WATER SERVICES SHALL BE 3 4" UNLESS NOTED
OTHERWISE.
7.HAZARDOUS MATERIAL: 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.
8.THE SITE CONTRACTOR SHALL VERIFY ALL EXISTING
UNDERGROUND UTILITIES, PRIOR TO CONSTRUCTION.
9.LOT REQUIRED TO HAVE A FIRE SPRINKLER SYSTEM (UPONOR
OR SIMILAR). A MECHANICAL ENGINEER SHALL CONFIRM THE
REQUIRED WATER SERVICE SIZE.
EXISTING LEGEND
EXISTING FIBER OPTIC LINE
EXISTING TELEPHONE LINE
EXISTING WATER LINE
EXISTING SANIARY SEWER LINE
EXISTING STORM SEWER LINE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING STORM SEWER MANHOLE
EXISTING SANITARY SEWER MANHOLE
EXISTING SANITARY SEWER CLEANOUT
EXISTING LIGHT POLE
PROPOSED 8" OR 12" PVC SANITARY SEWER
PROPOSED FIRE HYDRANT ASSEMBLY
PROPOSED STORM SEWER W/ MANHOLE
PROPOSED TYPE R STORM INLET
PROPOSED 8" OR 12" PVC WATER
PROPOSED LEGEND
PROPOSED WATER VALVE
PROPOSED THRUST BLOCK
PROPOSED LIGHT POLE
PROPOSED WATER SERVICE
PROPOSED SANITARY SEWER SERVICE
W
S
PROPOSED ELECTRIC SERVICE
PROPOSED GAS SERVICE
E
G
W/ MANHOLE
1
2
3
4
BLK1
BLK1
BLK1
5
6
7
8 9 10 11
BLK2
5 6
BLK3
BLK4
BLK5 BLK6
BLK
7
1 2 3 4
8 7 6 5
9 10 11 12
16 15 14 13
7 8 9 10
14 13 12 11
1 2 3 4
8 7 6 5
1 2 3
6 5 4
7 8 9 10
14 13 12 11
13
12
14 15 16 17 18
BLK1
BLK1
BLK1
19
20
21
22
23
24
25
26
27
28
29
30
31
32
36 35 34
33
1 2 3 4
5
6
7
8
9
10
11
12
13
1415
16
17
18
19 2021
BLK
4
BLK7BLK5
1 2 3 4 5 6 7 8 9 10 11
1516171819202526
3 4 5 6 7 8 9
11
12
14
15161718192021
BLK10 BLK10
BLK
11
BLK12
BLK14
1
2
3
4
5
6
7
8
9
BLK15
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
BLK15
BLK15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
303132333435363738
1
16
2
15
3
14
4
13
5
12
6
11
7
10
8
9
BLK15
BLK
15
BLK16
BLK17
BLK19
BLK18
BLK21
1
2
3
4
5
6
7
8
9
10
11
12
1
2
3
4
5
6
7
8
9
10
1
2
3
4
6 7 8
9
11
10
12
13
14
5
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19202122
1 2 3 4
5
6
7
8
9
101112131415
1 2 3 4 5 6 7 8 9 10 11
15
12 13 14
22
23242526272829
21
20
35 34
1 2 3 4 5 6 7 8 9
1011121314
1 2 3 4 5 6
7
8
9
10
11
12
14
16
17
18
19
20
22
15161718
19 20 21 22 23 24 25 26 27 28
BLK11
BLK14
27 28 29 30 31 32 33 34
35
36
37
38
39
47 46 45 44 43 42 41 40
BLK12
BLK12
BLK12
8 7
1 2
4 3
1 2
4 3
5 6
16 15
BLK2 BLK3
BLK1
BLK
20
MORNING STAR DRIVE
FA
I
R
W
A
T
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
CL
A
R
I
O
N
L
A
N
E
BRIGHTWATER DRIVE
CLIPPER WAY
FIELD VIEW ROAD
GREENSPACE WAY
FO
R
U
M
R
O
A
D
HIG
H
M
E
A
D
O
W
R
O
A
D
WE
L
L
N
E
S
S
R
O
A
D
WELL
N
E
S
S
R
O
A
D
HIGH
M
E
A
D
O
W
R
O
A
D
HIGH M
E
A
D
O
W
R
O
A
D
STA
R
D
U
S
T
W
A
Y
TRA
I
L
W
A
Y
R
O
A
D
WALKING STICK WAY
PATHWAY ROAD
PARKLAND ROAD
HIG
H
M
E
A
D
O
W
R
O
A
D
FIELD POINT WAY
ST
E
R
N
W
H
E
E
L
E
R
DR
I
V
E
MEADOW LARK ROAD
WANDER TRAIL
NATURE PARK WAY
NA
T
U
R
E
P
A
R
K
W
A
Y
GR
E
E
N
S
P
A
C
E
R
O
A
D
GR
E
E
N
S
P
A
C
E
R
O
A
D
GRASSLAND ROAD
MOORLAND WAY
PARKLAND WAY
AMBLE LANE
PLAY
P
A
R
K
L
A
N
E
TRAILS CROSSING LANE
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
BRIGHTWATER DRIVE
FA
I
R
W
A
T
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
BA
R
H
A
R
B
O
R
D
R
I
V
E
RICHARDS LAKE ROAD
(TWO LANE ARTERIAL)
RICHARDS LAKE ROAD
(TWO LANE ARTERIAL)
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
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R
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A
L
)
TU
R
N
B
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R
R
Y
R
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(T
W
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A
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A
R
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R
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)
TU
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B
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R
R
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R
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A
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(T
W
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A
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E
A
R
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R
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)
TU
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B
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R
R
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R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
BRIGHTWATER DRIVE
MORNING STAR DRIVE
MOORLAND WAY
PARKLAND WAY
AMBLE LANE
PATHWAY LANE PATHWAY LANEPATHWAY LANE
STE
R
N
W
H
E
E
L
E
R
D
R
I
V
E
TRAILS CROSSING LANE
TRA
I
L
S
C
R
O
S
S
I
N
G
L
A
N
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AMBLE LANE
STE
R
N
W
H
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E
L
E
R
C
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T
1 2 3 4
7 6 5
8
11
9
10
BUILDING A3 STORY18 UNIT
BUILDING B3 STORY18 UNIT
BLK
8BLK8
24
12 13
14
212223
BLK9 BLK9
1021
13
22232425
BLK10 BLK10
BLK
11
30313233
16
17
18
19
23242526
21
15
13
BUILDING D3 STORY18 UNIT
BUILDING A3 STORY18 UNIT
DP
DP
DP
DP
7 8 9 10
14 13 12 11
7 8
9
14 13
12
11
36
35BLK
7BLK
5
1 2 3 4 5 6 7 8 9 10 11
1516171819202526
3 4 5 6 7 8 9
11
12
14
15161718192021
15
5 6
16 15
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
WALKING STICK WAY
PATHWAY ROAD
PARKLAND ROAD
HI
G
H
M
E
A
D
O
W
R
O
A
D
WANDER T
R
A
I
L
GR
E
E
N
S
P
A
C
E
R
O
A
D
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
PATHWAY LANE PATHWAY LANEPATHWAY LANE
BUILDING A
3 STORY
18 UNIT
BUILDING B
3 STORY
18 UNIT
BLK
8
BLK
8
24
12 13
14
212223
BLK
9
BLK
9
1021
13
22232425
BUILDING D
3 STORY
18 UNIT
BUILDING A
3 STORY
18 UNIT
E
E E GG E E E EGG GG
E E GG
G
E
E E
EE
E E
EE
G G
G
G
G G G
G
S S S S S S S S
S
S
S S S
S S S S S S S S
S
S
S
S
S
S S
S S
S S
S
S
W W
W
W
W W W WWW
W W W W W
S
W
W
W
S
E
W
W
WF
W
FFW
W
F
W
F
S
S
S
W
W
W
W
W
W
W
W
W
S
W SW S SWW S
EG E G E G EG E G E G E G E GEGEG
EG EG EG EG EG EG EG EGEGEG E G
G
EG E G E G EG E G E G E G E GEGEG
E
G
E
G
E
G
EG
E
E
G
G
EG EG EG EG EG EG EGEGEG E G EG
EG
E G
W SW
S
W
WSSWWSSSSSSSSWWWWWWWW
W S
W SWSSW
W
S S S S SWWWW W
SW SW SW S
S
S
W
W
W
W S
W S
S S S S SWWWW
E
E
G
G G
G
G
G
E
E
E
E
71
.
6
7
L
F
8
"
P
V
C
329.55 LF 8" PVC
STA 26+28.46, 0.00'
8" X 8" CROSS W/ 8" GV'S (N & W) & TB
N 1474030.29
E 3129426.46
STA 28+89.84, 0.00'
8" x 6" SWIVEL TEE W/ 6" GV (E) & TB
N 1473768.92
E 3129426.46
STA 29+26.17, 0.00'
8" TEE W/ 8" GV'S (N & E) & TB
N 1473732.59
E 3129426.46
STA 22+56.76, 0.00'
12" x 8" CROSS W/ 12" BFV (N), 8" GV (E & W) & TB
N 1474056.24
E 3129742.69
STA 22+87.11, 0.00'
12" x 6" SWIVEL TEE W/ 6" GV (E) & TB
N 1474026.36
E 3129747.96
STA 23+91.44, 0.00'
12" x 12" x 6" TEE W/ 6" GV (W) & TB
N 1473923.61
E 3129766.07
STA 25+56.32, 0.00'
12" x 8" CROSS W/ 12" BFV'S
(N & S), 8" GV (E) & TB
N 1473761.23
E 3129794.70
STA 28+44.02, 0.00' RT
12" x 8" CROSS W/ 12" BFV'S (N & S), 8" GV (E) & TB
N 1473477.90
E 3129844.66
E 3129096.91
STA 11+84.88, 0.00'
8" X 8" X6" TEE W/ TB, 8" GV (N), 6" GV (W)
N 1474030.29
E 3129096.91
STA 15+14.43, 0.00'
8" X 8" CROSS W/ 8" GV'S (N & W) & TB
N 1474030.29
E 3129426.46
STA 18+54.57, 0.06' LT
8" x 6" SWIVEL TEE W/ 6" GV (E) & TB
N 1473202.24
E 3129161.13
STA 19+70.61, 0.01' RT
8" TEE W/ 8" GV'S (N & W) & TB
N 1473318.29
E 3129161.37
STA 21+01.58, 0.00' RT
8" TEE W/ 8" GV'S (N & E) & TB
N 1473449.25
E 3129161.57
STA 22+35.34, 0.00' LT
8" x 6" SWIVEL TEE W/ 6" GV (E) & TB
N 1473583.02
E 3129161.77
STA 23+63.71, 0.00'
8" 45° BEND W/ TB
N 1473711.39
E 3129161.97
STA 23+93.60, 0.00'
8" 45° BEND W/ TB
N 1473732.52
E 3129183.10
STA 26+36.96, 0.03' LT
8" TEE W/ 8" GV'S (N & E) & TB
N 1473732.59
E 3129426.46
STA 28+06.85, 0.00'
BEGIN 8" PVC WATERLINE DEFLECTION
N 1473732.59
E 3129596.36
STA 28+78.41, 0.00'
END 8" PVC WATERLINE DEFLECTION
N 1473738.81
E 3129667.55
STA 30+07.53, 0.00'
12" x 8" CROSS W/ 12" BFV'S (N & S),
8" GV (E) & TB
N 1473761.23
E 3129794.70
STA 30+41.13, 0.00'
8" PLUG W/ TB
N 1473769.81
E 3129826.06
STA 10+00, 0.00' RT
8" TEE W/ 8" GV'S (N & E) & TB
N 1473449.25
E 3129161.57
STA 14+84.75, 0.00'
BEGIN 8' PVC WATERLINE DEFLECTION
N 1473449.25
E 3129646.31
STA 15+56.31, 0.00'
END 8' PVC WATERLINE DEFLECTION
N 1473455.48
E 3129717.51
STA 16+85.42, 0.00'
12" x 8" CROSS W/ 12" BFV'S (N & S), 8" GV (E) & TB
N 1473477.90
E 3129844.66
STA 16+14.89, 0.00'
8" 11.25° BEND W/ TB
N 1473204.65
E 3129769.30
STA 17+25.38, 0.00'
8" x 6" SWIVEL TEE W/ 6" GV (SE) & TB
N 1473263.88
E 3129862.58
STA 13+61.15, 0.00'
8" 45° BEND W/ TB
N 1473267.22
E 3129005.43
STA 14+33.71, 0.00'
8" 45° BEND W/ TB
N 1473318.45
E 3129056.82 STA 15+38.26, 0.00'
8" TEE W/ 8" GV'S (N & W) & TB
N 1473318.29
E 3129161.37
16
6
.
5
0
L
F
8
"
P
V
C
291.00 LF 8
"
P
V
C
30.35 LF 12" PVC
10
4
.
3
3
L
F
1
2
"
P
V
C
16
4
.
8
8
L
F
1
2
"
P
V
C
28
7
.
7
0
L
F
1
2
"
P
V
C
29
.
2
6
L
F
1
2
"
P
V
C
11
6
.
0
1
L
F
8
"
P
V
C
13
0
.
9
6
L
F
8
"
P
V
C
13
3
.
7
6
L
F
8
"
P
V
C
12
8
.
3
7
L
F
8
"
P
V
C
29.8
8
L
F
8
"
P
V
C
243.37 LF 8" PVC
129.11 LF 8"
P
V
C
484.75 LF 8" PVC
129.11 LF 8"
P
V
C
18
1
.
6
6
L
F
8
"
P
V
C
72.5
6
L
F
8
"
P
V
C
104.55 LF 8" PVC
75.64
L
F
8
"
P
V
C
110.
5
0
L
F
8
"
P
V
C
PROP 16" PVC
WATERLINE BORE
PROP BAKER LATERAL IRRIGATION EASEMENT
1
1
1
1
1
1
1
1
5
3
3
5
2
2
2
2
2
2
2
2
2
2
2
3
4
4
2
4
4
4
PROP 4" IRRG
METER VAULT
6
6
6
6
7 TYP
9TYP
2
PROP 6" x 4"
REDUCER
STA 22+87.11, 11.50' LT
PROP FH ASSY.
N 1474028.36
E 3129759.28
EX PROPERTY BOUNDARY
EX PROPERTY BOUNDARY
PROP ROW
EX ROW
PROP ROW
EX ROW
PROP EDGE OF
NEW ASPHALT
EX EDGE OF
ASPHALT
WATERLINE E
WATERLINE E
WATERLINE B
WATERLINE B
WATERLINE FWATERLINE F
WATERLINE F
WATERLINE H
WATERLINE H
WATERLINE G
WATERLINE G
WATERLINE D
WATERLINE D
WATERLINE D
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
STA 18+54.60, 15.80' RT
PROP FH ASSY.
N 1473202.25
E 3129177.00
STA 22+35.34, 10.39' RT
PROP FH ASSY.
N 1473583.00
E 3129172.16
STA 18+32.57, 0.00' LT
12" x 8" CROSS W/ 12" BFV (N), 8" GV (E & W) & TB
N 1474056.24
E 3129742.69
99.06 LF 8" PVC
79.46 LF 8"
P
V
C
STA 11+84.88, 148.00' RT
FH ASSY
N 1474030.29
E 3128948.91
STA 30+28.89, 0.02' LT
45° BEND W/ TB
N 1473767.68
E 3129814.00
STA 30+24.65, 0.00'
45° BEND W/ TB
N 1473764.21
E 3129811.57
17.12 LF 8" PVC
4.21 LF 8" PVC
12.27 LF 8" PVC
D
STA 26+46.86, 0.00'
8" x 6" SWIVEL TEE W/ 6" GV (S) & TB
N 1473732.56
E 3129436.36
STA 26+46.86, 11.47' RT
PROP FH ASSY
N 1473721.09
E 3129436.36
159.99 LF 8" PVC
9.89 LF 8" PVC
29
7
.
7
1
L
F
8
"
P
V
C
329.55 LF 8" PVC329.55 LF 8" PVC
WATERLINE E
WATERLINE C
WATERLINE F
(SEE NOTE 9)
ASPEN
0'
SCALE: 1" = 40'
40'80'
SHEET No:
PR
O
J
E
C
T
/
L
O
C
A
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N
:
DR
A
W
I
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G
:
OF
CHECKED BY:
DESIGNED BY:
DRAWN BY:
DE
S
C
R
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P
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V
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:
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:
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V
I
S
E
D
B
Y
:
AP
P
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D
B
Y
:
RE
V
.
#
1 2 3 4 5 6 7
PRE
L
I
M
I
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A
R
Y
NOT
F
O
R
C
O
N
S
T
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U
C
T
I
O
N
project no:
date:
SO
N
D
E
R
S
E
A
S
T
FO
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T
C
O
L
L
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S
,
C
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A
N
C-042
42 84
AUGUST 7, 2024
105001
JRG
JRG
JRG
MATCH LINE
SEE SHEET C-043
Street Cut Note
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 MAP - 1" = 1000'KEY MAP - 1" = 1000'
040
041
042
043 046
045
044
049
049047
048
MATCH LINE
SEE SHEET C-041
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C
-
0
4
5
KEY NOTE LEGEND
PROPOSED 8" PVC SANITARY SEWER LINE
PROPOSED 8" PVC WATER LINE (SEE WATER PLAN SHEETS
C-040 TO C-049)
PROPOSED 12" PVC WATER LINE (SEE WATER PLAN SHEETS
C-040 TO C-049)
PROPOSED FIRE HYDRANT
PROPOSED 12" PVC SANITARY SEWER LINE
PROPOSED STORM SEWER LINE
PROPOSED 3/4" WATER SERVICE, METER PIT & CURB STOP
PROPOSED 1-1/2" WATER SERVICE, METER PIT & CURB STOP
PROPOSED 4" SANITARY SEWER SERVICE W/ C.O.
PROPOSED 6" SANITARY SEWER SRVC W/ C.O.
1
2
3
4
5
6
7
8
9
10
NOTES
.
1.10' SEPARATION BETWEEN WATER, SEWER, AND STORM
LINES SHALL BE PROVIDED.
2.MINIMUM 4.5' TO 5.5' OF COVER OVER WATERLINES UNLESS
NOTED OTHERWISE.
3.ALL STORM SEWERS WILL BE CLASS III RCP WITH WATER
TIGHT JOINTS, UNLESS NOTED OTHERWISE.
4.ALL SANITARY SEWER SHALL BE SDR-35 PVC.
5.ALL SANITARY SEWER SERVICES SHALL BE 4" UNLESS NOTED
OTHERWISE.
6.ALL WATER SERVICES SHALL BE 3 4" UNLESS NOTED
OTHERWISE.
7.HAZARDOUS MATERIAL: 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.
8.THE SITE CONTRACTOR SHALL VERIFY ALL EXISTING
UNDERGROUND UTILITIES, PRIOR TO CONSTRUCTION.
9.LOT REQUIRED TO HAVE A FIRE SPRINKLER SYSTEM (UPONOR
OR SIMILAR). A MECHANICAL ENGINEER SHALL CONFIRM THE
REQUIRED WATER SERVICE SIZE.
EXISTING LEGEND
EXISTING FIBER OPTIC LINE
EXISTING TELEPHONE LINE
EXISTING WATER LINE
EXISTING SANIARY SEWER LINE
EXISTING STORM SEWER LINE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING STORM SEWER MANHOLE
EXISTING SANITARY SEWER MANHOLE
EXISTING SANITARY SEWER CLEANOUT
EXISTING LIGHT POLE
PROPOSED 8" OR 12" PVC SANITARY SEWER
PROPOSED FIRE HYDRANT ASSEMBLY
PROPOSED STORM SEWER W/ MANHOLE
PROPOSED TYPE R STORM INLET
PROPOSED 8" OR 12" PVC WATER
PROPOSED LEGEND
PROPOSED WATER VALVE
PROPOSED THRUST BLOCK
PROPOSED LIGHT POLE
PROPOSED WATER SERVICE
PROPOSED SANITARY SEWER SERVICE
W
S
PROPOSED ELECTRIC SERVICE
PROPOSED GAS SERVICE
E
G
W/ MANHOLE
TU
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1
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BLK1
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5
6
7
8 9 10 11
BLK2
5 6
BLK3
BLK4
BLK5 BLK6
BLK
7
1 2 3 4
8 7 6 5
9 10 11 12
16 15 14 13
7 8 9 10
14 13 12 11
1 2 3 4
8 7 6 5
1 2 3
6 5 4
7 8 9 10
14 13 12 11
13
12
14 15 16 17 18
BLK1
BLK1
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19
20
21
22
23
24
25
26
27
28
29
30
31
32
36 35 34
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1 2 3 4
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BLK
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1 2 3 4 5 6 7 8 9 10 11
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BLK10 BLK10
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1
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1
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1
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1 2 3 4
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MORNING STAR DRIVE
FA
I
R
W
A
T
E
R
D
R
I
V
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ST
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W
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CL
A
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I
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N
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A
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BRIGHTWATER DRIVE
CLIPPER WAY
FIELD VIEW ROAD
GREENSPACE WAY
FO
R
U
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R
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A
D
HIG
H
M
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A
D
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W
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WE
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N
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WELL
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HIGH
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HIGH M
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STA
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A
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TRA
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W
A
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A
D
WALKING STICK WAY
PATHWAY ROAD
PARKLAND ROAD
HIG
H
M
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A
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O
W
R
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A
D
FIELD POINT WAY
ST
E
R
N
W
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DR
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MEADOW LARK ROAD
WANDER TRAIL
NATURE PARK WAY
NA
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GRASSLAND ROAD
MOORLAND WAY
PARKLAND WAY
AMBLE LANE
PLAY
P
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TRAILS CROSSING LANE
TU
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(T
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BRIGHTWATER DRIVE
FA
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BA
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RICHARDS LAKE ROAD
(TWO LANE ARTERIAL)
RICHARDS LAKE ROAD
(TWO LANE ARTERIAL)
TU
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BRIGHTWATER DRIVE
MORNING STAR DRIVE
MOORLAND WAY
PARKLAND WAY
AMBLE LANE
PATHWAY LANE PATHWAY LANEPATHWAY LANE
STE
R
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W
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TRAILS CROSSING LANE
TRA
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STE
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7 6 5
8
11
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BUILDING A3 STORY18 UNIT
BUILDING B3 STORY18 UNIT
BLK
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212223
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1021
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30313233
16
17
18
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23242526
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BUILDING D3 STORY18 UNIT
BUILDING A3 STORY18 UNIT
RICHARDS LAKE RD
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10
BLK
10
BLK
11
BLK
12
1 2 3 4 5 6 7 8 9 10 11
15
12 13 14
22
23242526272829
21
20
35 34
1 2 3 4 5 6 7 8 9
1011121314
1 2 3 4
5
15161718
19 20 21 22 23 24 25 26 27 28
BLK
11
27 28 29 30 31
47 46 45 44 43
BLK
12
BLK
12
MORNING STAR DRIVE
FA
I
R
W
A
T
E
R
D
R
I
V
E
BRIGHTWATER DRIVE
WALKING STICK WAY
TRAILS CROSSING LANE
BRIGHTWATER DRIVE
TU
R
N
B
E
R
R
Y
R
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D
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W
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A
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A
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L
)
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
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E
TRAILS CROSSING LANE
1 2 3 4
7 6 5
8
11
9
10
BLK
10
BLK
10
BLK
11
30313233
16
23242526
S S S
G GEEGG G G G G G GEEEEEEE E E E E EGGG G G
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S
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W
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E
STA 10+00, 0.00'
EX 8" PVC WATERLINE
N 1472371.79
E 3129064.15
STA 11+04.03, 0.00'
8"X8"X8"X6" CROSS W/ 8" GV'S (N,S&E)
N 1472475.82
E 3129064.16
STA 11+34.05, 0.00'
8" 22.5° + 11.25° BEND W/ TB
N 1472505.84
E 3129064.16
STA 12+18.75, 0.00'
8" 11.25° BEND W/ TB
N 1472576.26
E 3129111.22
STA 13+47.93, 0.00'
8" 22.5° BEND W/ TB
N 1472695.61
E 3129160.66
STA 13+80.20, 0.00'
8"X8"X8"X6"CROSS W/ 8" GV'S (E, & S)
N 1472727.88
E 3129160.66
STA 15+06.63, 0.00'
8" CROSS W/ 8" GV'S (N, E, & S)
N 1472854.30
E 3129160.66
STA 16+80.59, 0.00'
8" TEE W/ 8" GV'S (S & W) & TB
N 1473028.27
E 3129160.93
STA 18+18.24, 0.00'
8" TEE W/ 8" GV'S (N & E) & TB
N 1473165.92
E 3129161.14
STA 10+00, 0.00' RT
N 1473165.92
E 3129161.13
STA 14+89.13, 0.00'
8" 11.25° BEND W/ TB
N 1473165.92
E 3129650.26
STA 15+39.24, 0.00'
8" 11.25° BEND W/ TB
N 1473175.70
E 3129699.41
STA 16+14.89, 0.00'
8" 11.25° BEND W/ TB
N 1473204.65
E 3129769.30
STA 10+00, 0.00'
PROP FH ASSY
N 1472727.88
E 3128921.16
STA 12+39.50, 0.00'
8"X8"X8"X6"CROSS W/ 8" GV'S (E, & S)
N 1472727.88
E 3129160.66
STA 16+99.94, 0.00'
8" CROSS W/ 8" GV'S (W, E, & S)
N 1472727.88
E 3129621.10
STA 18+61.86, 0.00'
BEGIN 8" PVC
WATERLINE DEFLECTION
N 1472727.88
E 3129783.02
STA 10+00, 0.00'
PROP FH ASSY
N 1472475.82
E 3128929.66
STA 11+34.50, 0.00'
8"X8"X8"X6" CROSS W/ 8" GV'S (N,S&E)
N 1472475.82
E 3129064.16
STA 16+91.61, 0.00'
8" CROSS W/ 8" GV'S (N, S, & W)
N 1472476.20
E 3129621.27
STA 10+00, 0.00'
EX 8" PVC WATERLINE
N 1472372.01
E 3129621.34
STA 11+04.19, 0.00'
8" CROSS W/ 8" GV'S (N, S, & W)
N 1472476.20
E 3129621.27
STA 13+55.87, 0.00'
8" CROSS W/ 8" GV'S (W, E, & S)
N 1472727.88
E 3129621.10
STA 14+92.65, 0.00'
8" TEE W/ 8" GV'S (W & E) & TB
N 1472864.66
E 3129621.01
STA 10+00, 0.00'
CUT IN 14" x 14" x 12" TEE W/ 12" BFV (E) & TB,
W/ 10LF OF NEW 14" PVC EACH SIDE OF TEE.
DRESSER PVC TO AC.
N 1472853.26
E 3128813.26
STA 12+93.01, 0.00'
8" x 6" SWIVEL TEE W/ 6" GV (S) & TB
N 1472854.14
E 3129106.26
STA 13+47.41, 0.00'
8" CROSS W/ 8" GV'S (N, E, & S)
N 1472854.30
E 3129160.66
STA 13+81.73, 0.00'
8" 11.25° BEND W/ TB
N 1472854.41
E 3129194.98
STA 14+34.28, 0.00'
8" 11.25° BEND W/ TB
N 1472864.66
E 3129246.52
STA 18+08.77, 0.00'
8" TEE W/ 8" GV'S (W & E) & TB
N 1472864.66
E 3129621.01
STA 18+44.48, 0.00'
8" x 6" SWIVEL TEE W/ 6" GV (S) & TB
N 1472864.66
E 3129656.72
STA 19+58.84, 0.00'
8" 11.25° BEND W/ TB
N 1472864.66
E 3129771.09
STA 20+45.46, 0.00'
8" 11.25° BEND W/ TB
N 1472881.60
E 3129856.03
STA 10+00, 0.00'
8" TEE W/ 8" GV'S (S & W) & TB
N 1473028.26
E 3129160.92
STA 10+98.80, 0.00'
8" 45° BEND W/ TB
N 1473028.41
E 3129062.13
STA 11+79.49, 0.00'
8" 45° BEND W/ TB
N 1473085.56
E 3129005.16
10
4
.
0
3
L
F
E
X
8
"
P
V
C
30.02 LF 8" PVC84.
7
0
L
F
8
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P
V
C
12
9
.
1
9
L
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8
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12
6
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4
2
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F
8
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P
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C
17
3
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9
6
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8
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13
7
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6
7
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8
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P
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31.3
4
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8
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P
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49.3
5
L
F
8
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P
V
C
18
1
.
6
6
L
F
8
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P
V
C
489.13 LF 8" PVC 50.12 LF 8"
P
V
C
75.64
L
F
8
"
P
V
C
54.41 LF 8" PVC 34.31 LF 8" PVC
52.55 LF 8"
P
V
C
374.49 LF 8" PVC 35.71 LF 8" PVC 114.36 LF 8" PVC
86.61 LF 8"
P
V
C
52.16
L
F
8
"
P
V
C
10
4
.
1
9
L
F
E
X
8
"
P
V
C
239.50 LF 6" PVC 460.44 LF 8" PVC 161.92 LF 8" PVC
134.50 LF 6" PVC
557.11 LF 8" PVC 406.26 LF 8" PVC
1
1
1
1
1
1
1
1
1
POC PROP 8"
PVC WATERLINE
TO EX 14" PVC
WATERLINE
POC PROP 8"
PVC WATERLINE
TO EX 8" PVC
WATERLINE
POC PROP 8"
PVC WATERLINE
TO EX 8" PVC
WATERLINE
2
2
4
2
2
2
2
2
2
2
2
2
EX FH
EX FH
EX FH
4
2
4
4
6
7 TYP9TYP
REMOVE & REPLACE ASPHALT
PER CITY OF FORT COLLINS
CURRENT CODE. SEE STREET
CUT NOTE THIS SHEET.
REMOVE & REPLACE ASPHALT PER CITY
OF FORT COLLINS CURRENT CODE. SEE
STREET CUT NOTE THIS SHEET.
STA 11+30.09, 10.05' RT
PROP FH ASSY.
N 1473057.67
E 3129047.15
STA 12+93.01, 15.98' RT
PROP FH ASSY.
N 1472838.16
E 3129106.31
STA 18+44.48, 16.33' RT
PROP FH ASSY.
N 1472848.33
E 3129656.72
25
1
.
6
8
L
F
8
"
P
V
C
13
6
.
7
8
L
F
8
"
P
V
C
REMOVE & REPLACE ASPHALT
PER CITY OF FORT COLLINS
CURRENT CODE. SEE STREET
CUT NOTE THIS SHEET.
PROP BAKER LATERAL IRRIGATION EASEMENT
EX PROPERTY BOUNDARY
PROP ROW
EX ROW
PROP EDGE OF
NEW ASPHALT
EX EDGE OF
ASPHALT
PROP LIMITS OF
DEVELOPMENT
WATERLINE J
WATERLINE J
WATERLINE J
WATERLINE I
WATERLINE I
WATERLINE F
WATERLINE F
WATERLINE F
WATERLINE N
WATERLINE N
WATERLINE K
WATERLINE K
WATERLINE H
WATERLINE H
STA 11+30.14, 0.00'
8" x 6" SWIVEL TEE W/ 6" GV (NE) & TB
N 1473050.61
E 3129040.00
STA 10+69.37, 0.00'
8" x 6" SWIVEL TEE W/ 6" GV (S) & TB
N 1472853.47
E 3128882.62
STA 10+69.37, 15.51' RT
PROP FH ASSY.
N 1472837.96
E 3128882.67
69.37 LF 8" PVC 223.64 LF 8" PVC
WATERLINE L WATERLINE L
4
SEE
NOTE
9
SEE
NOTE
9
6
ASPEN
0'
SCALE: 1" = 40'
40'80'
SHEET No:
PR
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DR
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OF
CHECKED BY:
DESIGNED BY:
DRAWN BY:
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V
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:
DA
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:
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
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project no:
date:
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C-043
43 84
AUGUST 7, 2024
105001
JRG
JRG
JRG
MATCH LINE
SEE SHEET C-042
Street Cut Note
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 MAP - 1" = 1000'KEY MAP - 1" = 1000'
048
040
041
042
043 046
045
044
049
049047
048
MA
T
C
H
L
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SE
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C
-
0
4
6
NOTES
.
1.10' SEPARATION BETWEEN WATER, SEWER, AND STORM
LINES SHALL BE PROVIDED.
2.MINIMUM 4.5' TO 5.5' OF COVER OVER WATERLINES UNLESS
NOTED OTHERWISE.
3.ALL STORM SEWERS WILL BE CLASS III RCP WITH WATER
TIGHT JOINTS, UNLESS NOTED OTHERWISE.
4.ALL SANITARY SEWER SHALL BE SDR-35 PVC.
5.ALL SANITARY SEWER SERVICES SHALL BE 4" UNLESS NOTED
OTHERWISE.
6.ALL WATER SERVICES SHALL BE 3 4" UNLESS NOTED
OTHERWISE.
7.HAZARDOUS MATERIAL: 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.
8.THE SITE CONTRACTOR SHALL VERIFY ALL EXISTING
UNDERGROUND UTILITIES, PRIOR TO CONSTRUCTION.
EXISTING LEGEND
EXISTING FIBER OPTIC LINE
EXISTING TELEPHONE LINE
EXISTING WATER LINE
EXISTING SANIARY SEWER LINE
EXISTING STORM SEWER LINE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING STORM SEWER MANHOLE
EXISTING SANITARY SEWER MANHOLE
EXISTING SANITARY SEWER CLEANOUT
EXISTING LIGHT POLE
PROPOSED 8" OR 12" PVC SANITARY SEWER
PROPOSED FIRE HYDRANT ASSEMBLY
PROPOSED STORM SEWER W/ MANHOLE
PROPOSED TYPE R STORM INLET
PROPOSED 8" OR 12" PVC WATER
PROPOSED LEGEND
PROPOSED WATER VALVE
PROPOSED THRUST BLOCK
PROPOSED LIGHT POLE
KEY NOTE LEGEND
PROPOSED 8" PVC SANITARY SEWER LINE
PROPOSED 8" PVC WATER LINE (SEE WATER PLAN SHEETS
C-040 TO C-049)
PROPOSED 12" PVC WATER LINE (SEE WATER PLAN SHEETS
C-040 TO C-049)
PROPOSED FIRE HYDRANT
PROPOSED 12" PVC SANITARY SEWER LINE
PROPOSED STORM SEWER LINE
PROPOSED 3/4" WATER SERVICE, METER PIT & CURB STOP
PROPOSED 1-1/2" WATER SERVICE, METER PIT & CURB STOP
PROPOSED 4" SANITARY SEWER SERVICE W/ C.O.
PROPOSED 6" SANITARY SEWER SRVC W/ C.O.
1
2
3
4
5
6
7
8
9
10
PROPOSED WATER SERVICE
PROPOSED SANITARY SEWER SERVICE
W
S
PROPOSED ELECTRIC SERVICE
PROPOSED GAS SERVICE
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1
2
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12" x 12" x 8" TEE W/ 12" BFV (N), 8" GV (E) & TB
37
6
.
5
0
L
F
8
"
P
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C
42.
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291.00 LF 8"
P
V
C
EX PROPERTY BOUNDARY
PROP DITCH EASEMENT
PROP DRAINAGE EASEMENT
PROP DRAINAGE EASEMENT
PROP TOP (TOP OF BANK) OF NO. 8 DITCH
PROP BOTTOM (TOE OF SLOPE) OF NO. 8 DITCH
PROP 6' UTILITY
ESMT (TYP)
PROP 6' UTILITY
ESMT (TYP)
25' DITCH & DITCH
ACCESS EASEMENT
REC NO. 200030157848
(TO BE VACATED BY
CURRENT PLAT)
PROP CONC DROP STRUCTURE
PROPERTY PIN
N 1474498.41
E 3130156.98
1
1
2
2
4
6
6
7 TYP
9 TYP
EX PROPERTY BOUNDARY
PROP DRAINAGE EASEMENT
WATERLINE C
WATERLINE C
WATERLINE C
STA 16+81.78, 0.01' RT
8" x 6" SWIVEL TEE W/ 6" GV (E) & TB
N 1474539.76
E 3129982.26
STA 17+09.88, 0.00'
END 8" WATERLINE DEFLECTION
N 1474512.31
E 3129988.22
STA 20+86.38, 0.00'
8" 45° BEND W/ TB
N 1474141.53
E 3130053.60
STA 21+28.80, 0.00'
8" 45° BEND W/ TB
N 1474106.78
E 3130029.27
12" x 12" x 8" TEE W/ 12" BFV (N), 8" GV (E) & TB
STA 16+81.62, 9.42' LT
PROP FH ASSY.
N 1474542.28
E 3129991.35
FUTURE 10' REGIONAL TRAIL BY OTHERS
PROPOSED 50' TRAIL AND NATURAL AREAS BUFFER EASEMENT
ASPEN
0'
SCALE: 1" = 40'
40'80'
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44 84
AUGUST 7, 2024
105001
JRG
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MATCH LINE
SEE SHEET C-045
Street Cut Note
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 MAP - 1" = 1000'KEY MAP - 1" = 1000'
048
040
041
042
043 046
045
044
049
049047
048
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C
-
0
4
1
NOTES
.
1.10' SEPARATION BETWEEN WATER, SEWER, AND STORM
LINES SHALL BE PROVIDED.
2.MINIMUM 4.5' TO 5.5' OF COVER OVER WATERLINES UNLESS
NOTED OTHERWISE.
3.ALL STORM SEWERS WILL BE CLASS III RCP WITH WATER
TIGHT JOINTS, UNLESS NOTED OTHERWISE.
4.ALL SANITARY SEWER SHALL BE SDR-35 PVC.
5.ALL SANITARY SEWER SERVICES SHALL BE 4" UNLESS NOTED
OTHERWISE.
6.ALL WATER SERVICES SHALL BE 3 4" UNLESS NOTED
OTHERWISE.
7.HAZARDOUS MATERIAL: 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.
8.THE SITE CONTRACTOR SHALL VERIFY ALL EXISTING
UNDERGROUND UTILITIES, PRIOR TO CONSTRUCTION.
EXISTING LEGEND
EXISTING FIBER OPTIC LINE
EXISTING TELEPHONE LINE
EXISTING WATER LINE
EXISTING SANIARY SEWER LINE
EXISTING STORM SEWER LINE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING STORM SEWER MANHOLE
EXISTING SANITARY SEWER MANHOLE
EXISTING SANITARY SEWER CLEANOUT
EXISTING LIGHT POLE
PROPOSED 8" OR 12" PVC SANITARY SEWER
PROPOSED FIRE HYDRANT ASSEMBLY
PROPOSED STORM SEWER W/ MANHOLE
PROPOSED TYPE R STORM INLET
PROPOSED 8" OR 12" PVC WATER
PROPOSED LEGEND
PROPOSED WATER VALVE
PROPOSED THRUST BLOCK
PROPOSED LIGHT POLE
KEY NOTE LEGEND
PROPOSED 8" PVC SANITARY SEWER LINE
PROPOSED 8" PVC WATER LINE (SEE WATER PLAN SHEETS
C-040 TO C-049)
PROPOSED 12" PVC WATER LINE (SEE WATER PLAN SHEETS
C-040 TO C-049)
PROPOSED FIRE HYDRANT
PROPOSED 12" PVC SANITARY SEWER LINE
PROPOSED STORM SEWER LINE
PROPOSED 3/4" WATER SERVICE, METER PIT & CURB STOP
PROPOSED 1-1/2" WATER SERVICE, METER PIT & CURB STOP
PROPOSED 4" SANITARY SEWER SERVICE W/ C.O.
PROPOSED 6" SANITARY SEWER SRVC W/ C.O.
1
2
3
4
5
6
7
8
9
10
PROPOSED WATER SERVICE
PROPOSED SANITARY SEWER SERVICE
W
S
PROPOSED ELECTRIC SERVICE
PROPOSED GAS SERVICE
E
G
W/ MANHOLE
TU
R
N
B
E
R
R
Y
R
D
(
C
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1
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)
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1
2
3
4
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BLK1
BLK1
5
6
7
8 9 10 11
BLK2
5 6
BLK3
BLK4
BLK5 BLK6
BLK
7
1 2 3 4
8 7 6 5
9 10 11 12
16 15 14 13
7 8 9 10
14 13 12 11
1 2 3 4
8 7 6 5
1 2 3
6 5 4
7 8 9 10
14 13 12 11
13
12
14 15 16 17 18
BLK1
BLK1
BLK1
19
20
21
22
23
24
25
26
27
28
29
30
31
32
36 35 34
33
1 2 3 4
5
6
7
8
9
10
11
12
13
1415
16
17
18
19 2021
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1 2 3 4 5 6 7 8 9 10 11
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1
2
3
4
5
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7
8
9
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1
2
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4
5
6
7
8
9
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11
12
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14
15
BLK15
BLK15
16
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19
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22
23
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25
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28
29
303132333435363738
1
16
2
15
3
14
4
13
5
12
6
11
7
10
8
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BLK15
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15
BLK16
BLK17
BLK19
BLK18
BLK21
1
2
3
4
5
6
7
8
9
10
11
12
1
2
3
4
5
6
7
8
9
10
1
2
3
4
6 7 8
9
11
10
12
13
14
5
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19202122
1 2 3 4
5
6
7
8
9
101112131415
1 2 3 4 5 6 7 8 9 10 11
15
12 13 14
22
23242526272829
21
20
35 34
1 2 3 4 5 6 7 8 9
1011121314
1 2 3 4 5 6
7
8
9
10
11
12
14
16
17
18
19
20
22
15161718
19 20 21 22 23 24 25 26 27 28
BLK11
BLK14
27 28 29 30 31 32 33 34
35
36
37
38
39
47 46 45 44 43 42 41 40
BLK12
BLK12
BLK12
8 7
1 2
4 3
1 2
4 3
5 6
16 15
BLK2 BLK3
BLK1
BLK
20
MORNING STAR DRIVE
FA
I
R
W
A
T
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
CL
A
R
I
O
N
L
A
N
E
BRIGHTWATER DRIVE
CLIPPER WAY
FIELD VIEW ROAD
GREENSPACE WAY
FO
R
U
M
R
O
A
D
HIG
H
M
E
A
D
O
W
R
O
A
D
WE
L
L
N
E
S
S
R
O
A
D
WELL
N
E
S
S
R
O
A
D
HIGH
M
E
A
D
O
W
R
O
A
D
HIGH M
E
A
D
O
W
R
O
A
D
STA
R
D
U
S
T
W
A
Y
TRA
I
L
W
A
Y
R
O
A
D
WALKING STICK WAY
PATHWAY ROAD
PARKLAND ROAD
HIG
H
M
E
A
D
O
W
R
O
A
D
FIELD POINT WAY
ST
E
R
N
W
H
E
E
L
E
R
DR
I
V
E
MEADOW LARK ROAD
WANDER TRAIL
NATURE PARK WAY
NA
T
U
R
E
P
A
R
K
W
A
Y
GR
E
E
N
S
P
A
C
E
R
O
A
D
GR
E
E
N
S
P
A
C
E
R
O
A
D
GRASSLAND ROAD
MOORLAND WAY
PARKLAND WAY
AMBLE LANE
PLAY
P
A
R
K
L
A
N
E
TRAILS CROSSING LANE
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
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)
BRIGHTWATER DRIVE
FA
I
R
W
A
T
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
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D
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E
BA
R
H
A
R
B
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R
D
R
I
V
E
RICHARDS LAKE ROAD
(TWO LANE ARTERIAL)
RICHARDS LAKE ROAD
(TWO LANE ARTERIAL)
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
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R
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A
L
)
TU
R
N
B
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R
R
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R
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A
D
(T
W
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L
A
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E
A
R
T
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R
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L
)
TU
R
N
B
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R
R
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R
O
A
D
(T
W
O
L
A
N
E
A
R
T
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)
TU
R
N
B
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R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
BRIGHTWATER DRIVE
MORNING STAR DRIVE
MOORLAND WAY
PARKLAND WAY
AMBLE LANE
PATHWAY LANE PATHWAY LANEPATHWAY LANE
STE
R
N
W
H
E
E
L
E
R
D
R
I
V
E
TRAILS CROSSING LANE
TRA
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E
AMBLE LANE
STE
R
N
W
H
E
E
L
E
R
C
O
U
R
T
1 2 3 4
7 6 5
8
11
9
10
BUILDING A3 STORY18 UNIT
BUILDING B3 STORY18 UNIT
BLK
8BLK8
24
12 13
14
212223
BLK9 BLK9
1021
13
22232425
BLK10 BLK10
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11
30313233
16
17
18
19
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BUILDING D3 STORY18 UNIT
BUILDING A3 STORY18 UNIT
RICHARDS LAKE RD
BEA
C
H
C
O
M
B
E
R
L
A
N
E
BRIG
H
T
W
A
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SEAF
A
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E
R
BOWS
I
D
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D
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GALEWIND LANE
FLAGSHIP DRIVE
CL
A
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L
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DP
DP
DP
DP DP
DP
DP DP
DP DP DP
32
35
34
33
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WANDER T
R
A
I
L
S
W
S
W
G G
G G
S
S
S
E E
E
W
W
W
W
S
12" x 12" x 8" TEE W/ 12" BFV (N), 8" GV (E) & TB
12" x 6" SWIVEL TEE W/ 6" GV (E) & TB
12" x 12" x 6" TEE W/ 6" GV (W) & TB
12" x 12" x 8" TEE W/ 12" BFV (N), 8" GV (E) & TB
12" x 12" x 6" TEE W/ 6" GV (W) & TB
STA 25+56.32, 0.00'
12" x 8" CROSS W/ 12" BFV'S
(N & S), 8" GV (E) & TB
STA 28+73.28, 0.00' RT
BEGIN 12" PVC WATERLINE DEFLECTION
N 1473449.09
E 3129849.74
STA 30+40.48, 0.00' LT
12" x 8" CROSS W/ 12" BFV'S (NW & SE), & TB
N 1473295.17
E 3129911.85
STA 30+38.03, 0.00'
8" PLUG W/ TB
N 1473766.53
E 3129824.74
STA 17+20.37, 0.00'
8" PLUG W/ TB
N 1473488.84
E 3129876.33
STA 17+25.38, 0.00'
8" x 6" SWIVEL TEE W/ 6" GV
(SE) & TB
N 1473263.88
E 3129862.58
STA 17+83.75, 0.00' LT
12" x 8" TEE W/ 12" BFV'S (NW & SE), 8" GV (NE) & TB
N 1473295.17
E 3129911.85
29
.
2
6
L
F
1
2
"
P
V
C
1
5
10
2
3
3
4
6
6
6
EX PROPERTY BOUNDARY
STA 17+25.38, 11.50' RT
PROP FH ASSY.
N 1473254.17
E 3129868.74
EX PROPERTY BOUNDARY
6
6
WATERLINE D
WATERLINE C
11.91 LF 8" PVC
6.21 LF 8" PVC
16.83 LF 8" PVC
STA 17+03.54, 0.00'
8" 45° BEND W/ TB
N 1473485.05
E 3129859.93
STA 16+97.33, 0.00'
8" 45° BEND W/ TB
N 1473479.95
E 3129856.40
58.3
7
L
F
8
"
P
V
C
291.00 LF 8"
P
V
C
WATERLINE I
FUTURE 10' REGIONAL TRAIL BY OTHERS
PROPOSED 50' TRAIL AND NATURAL AREAS BUFFER EASEMENT
ASPEN
0'
SCALE: 1" = 40'
40'80'
SHEET No:
PR
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#
1 2 3 4 5 6 7
PRE
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project no:
date:
SO
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C-045
45 84
AUGUST 7, 2024
105001
JRG
JRG
JRG
MATCH LINE
SEE SHEET C-046
Street Cut Note
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 MAP - 1" = 1000'KEY MAP - 1" = 1000'
048
040
041
042
043 046
045
044
049
049047
048
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C
-
0
4
2
MATCH LINE
SEE SHEET C-044
NOTES
.
1.10' SEPARATION BETWEEN WATER, SEWER, AND STORM
LINES SHALL BE PROVIDED.
2.MINIMUM 4.5' TO 5.5' OF COVER OVER WATERLINES UNLESS
NOTED OTHERWISE.
3.ALL STORM SEWERS WILL BE CLASS III RCP WITH WATER
TIGHT JOINTS, UNLESS NOTED OTHERWISE.
4.ALL SANITARY SEWER SHALL BE SDR-35 PVC.
5.ALL SANITARY SEWER SERVICES SHALL BE 4" UNLESS NOTED
OTHERWISE.
6.ALL WATER SERVICES SHALL BE 3 4" UNLESS NOTED
OTHERWISE.
7.HAZARDOUS MATERIAL: 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.
8.THE SITE CONTRACTOR SHALL VERIFY ALL EXISTING
UNDERGROUND UTILITIES, PRIOR TO CONSTRUCTION.
EXISTING LEGEND
EXISTING FIBER OPTIC LINE
EXISTING TELEPHONE LINE
EXISTING WATER LINE
EXISTING SANIARY SEWER LINE
EXISTING STORM SEWER LINE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING STORM SEWER MANHOLE
EXISTING SANITARY SEWER MANHOLE
EXISTING SANITARY SEWER CLEANOUT
EXISTING LIGHT POLE
PROPOSED 8" OR 12" PVC SANITARY SEWER
PROPOSED FIRE HYDRANT ASSEMBLY
PROPOSED STORM SEWER W/ MANHOLE
PROPOSED TYPE R STORM INLET
PROPOSED 8" OR 12" PVC WATER
PROPOSED LEGEND
PROPOSED WATER VALVE
PROPOSED THRUST BLOCK
PROPOSED LIGHT POLE
KEY NOTE LEGEND
PROPOSED 8" PVC SANITARY SEWER LINE
PROPOSED 8" PVC WATER LINE (SEE WATER PLAN SHEETS
C-040 TO C-049)
PROPOSED 12" PVC WATER LINE (SEE WATER PLAN SHEETS
C-040 TO C-049)
PROPOSED FIRE HYDRANT
PROPOSED 12" PVC SANITARY SEWER LINE
PROPOSED STORM SEWER LINE
PROPOSED 3/4" WATER SERVICE, METER PIT & CURB STOP
PROPOSED 1-1/2" WATER SERVICE, METER PIT & CURB STOP
PROPOSED 4" SANITARY SEWER SERVICE W/ C.O.
PROPOSED 6" SANITARY SEWER SRVC W/ C.O.
1
2
3
4
5
6
7
8
9
10
PROPOSED WATER SERVICE
PROPOSED SANITARY SEWER SERVICE
W
S
PROPOSED ELECTRIC SERVICE
PROPOSED GAS SERVICE
E
G
W/ MANHOLE
1
2
3
4
BLK1
BLK1
BLK1
5
6
7
8 9 10 11
BLK2
5 6
BLK3
BLK4
BLK5 BLK6
BLK
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1 2 3 4
8 7 6 5
9 10 11 12
16 15 14 13
7 8 9 10
14 13 12 11
1 2 3 4
8 7 6 5
1 2 3
6 5 4
7 8 9 10
14 13 12 11
13
12
14 15 16 17 18
BLK1
BLK1
BLK1
19
20
21
22
23
24
25
26
27
28
29
30
31
32
36 35 34
33
1 2 3 4
5
6
7
8
9
10
11
12
13
1415
16
17
18
19 2021
BLK
4
BLK7BLK5
1 2 3 4 5 6 7 8 9 10 11
1516171819202526
3 4 5 6 7 8 9
11
12
14
15161718192021
BLK10 BLK10
BLK
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BLK12
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1
2
3
4
5
6
7
8
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1
2
3
4
5
6
7
8
9
10
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15
BLK15
BLK15
16
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19
20
21
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23
24
25
26
27
28
29
303132333435363738
1
16
2
15
3
14
4
13
5
12
6
11
7
10
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1
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1
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7
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11
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18
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1 2 3 4
5
6
7
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9
101112131415
1 2 3 4 5 6 7 8 9 10 11
15
12 13 14
22
23242526272829
21
20
35 34
1 2 3 4 5 6 7 8 9
1011121314
1 2 3 4 5 6
7
8
9
10
11
12
14
16
17
18
19
20
22
15161718
19 20 21 22 23 24 25 26 27 28
BLK11
BLK14
27 28 29 30 31 32 33 34
35
36
37
38
39
47 46 45 44 43 42 41 40
BLK12
BLK12
BLK12
8 7
1 2
4 3
1 2
4 3
5 6
16 15
BLK2 BLK3
BLK1
BLK
20
MORNING STAR DRIVE
FA
I
R
W
A
T
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
CL
A
R
I
O
N
L
A
N
E
BRIGHTWATER DRIVE
CLIPPER WAY
FIELD VIEW ROAD
GREENSPACE WAY
FO
R
U
M
R
O
A
D
HIG
H
M
E
A
D
O
W
R
O
A
D
WE
L
L
N
E
S
S
R
O
A
D
WELL
N
E
S
S
R
O
A
D
HIGH
M
E
A
D
O
W
R
O
A
D
HIGH M
E
A
D
O
W
R
O
A
D
STA
R
D
U
S
T
W
A
Y
TRA
I
L
W
A
Y
R
O
A
D
WALKING STICK WAY
PATHWAY ROAD
PARKLAND ROAD
HIG
H
M
E
A
D
O
W
R
O
A
D
FIELD POINT WAY
ST
E
R
N
W
H
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DR
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MEADOW LARK ROAD
WANDER TRAIL
NATURE PARK WAY
NA
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MOORLAND WAY
PARKLAND WAY
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PLAY
P
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TRAILS CROSSING LANE
TU
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(TWO LANE ARTERIAL)
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TU
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MORNING STAR DRIVE
MOORLAND WAY
PARKLAND WAY
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PATHWAY LANE PATHWAY LANEPATHWAY LANE
STE
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7 6 5
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11
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BUILDING A3 STORY18 UNIT
BUILDING B3 STORY18 UNIT
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14
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BLK9 BLK9
1021
13
22232425
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BUILDING D3 STORY18 UNIT
BUILDING A3 STORY18 UNIT
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12
BLK
14
1
2
3
4
5
6
7
8
9
BLK
15
1
2
3
4
5
6
7
8
BLK
16
BLK
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
5
15
21
20
4
5
6
7
8
9
10
11
12
14
16
17
18
19
20
22
BLK
14
31 32 33 34
35
36
37
38
39
43 42 41 40
BLK
12
BLK
12
BRIGHTWATER DRIVE
WEL
L
N
E
S
S
R
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A
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W
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A
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PLAY
P
A
R
K
L
A
N
E
TRAILS CROSSING LANE
TRA
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E
16
17
18
19
21
15
13
D
R
I
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E
G
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EE
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S
S
S
S
S
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S
S
S
S
S
S
S
S
S
S
S
S
S
S
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W
W
W
W
W
W
W
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W
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W W W W
W
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W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
S
W
W
W
W
W
W
S
S
S
S
W
W
W
W
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W
W
W
W
W
W
W
W
W
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DP
DP
DP
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E
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G
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W
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EG
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E
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E
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G
E
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G
E
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G
W
E
S
STA 32+75.67, 0.00' LT
12" x 12' x 8" TEE W/ 12" BFV'S (NW & SE) & TB
N 1473147.00
E 3130090.68
STA 35+74.75, 0.00' LT
12" x 8" CROSS W/ 12" BFV'S (NW & SE), 8" GV (NE) & TB
N 1473007.37
E 3130355.17
STA 36+65.50, 0.00' LT
12" 11.25° BEND W/ TB
N 1472965.00
E 3130435.43
STA 37+58.45, 0.00' RT
12" 11.25° BEND W/ TB
N 1472912.76
E 3130512.31
STA 39+32.61, 0.00' RT
12" x 12" x 16" TEE W/ 12" BFV'S (NW & SE) & TB
N 1472788.65
E 3130634.49
STA 42+34.10, 0.00' LT
12" x 12' x 8" TEE W/ 12" BFV'S (NW & SE) & TB
N 1472573.82
E 3130846.00
STA 20+97.62, 0.00'
8" 11.25° BEND W/ TB
N 1472901.56
E 3129904.22
STA 21+10.63, 0.00'
8" TEE W/ 8" GV (S) & TB
N 1472908.78
E 3129915.03
STA 21+38.70, 0.00'
8" 11.25° BEND W/ TB
N 1472924.38
E 3129938.37
STA 22+42.91, 0.00'
8" 22.5° BEND W/ TB
N 1472998.07
E 3130012.06
STA 24+11.31, 0.00'
12" x 12' x 8" TEE W/ 12" BFV'S (NW & SE) & TB
N 1473147.00
E 3130090.68
STA 10+00, 0.00'
CONNECT TO EX 16" PVC WATERLINE
N 1472441.58
E 3130286.90
STA 11+02.74, 0.00'
16" x 16" x 8" TEE W/ 8" GV (NW), 16" BFV (NE) & TB
N 1472514.01
E 3130359.77
STA 14+55.04, 0.00'
16" x 16" x 6" SWIVEL TEE W/ 6" GV (NW) & TB
N 1472763.09
E 3130608.92
STA 14+91.21, 0.00'
12" x 12" x 16" TEE W/ 12" BFV'S (NW & SE) & TB
N 1472788.65
E 3130634.49
STA 10+00, 0.00'
16" x 16" x 8" TEE W/ 8" GV (NW), 16" BFV (NE) & TB
N 1472514.01
E 3130359.76
STA 11+48.47, 0.00'
8" TEE W/ 8" GV'S (NW & SW) & TB
N 1472619.00
E 3130254.79
STA 11+59.33, 0.00' LT
8" 22.5° BEND W/ TB
N 1472626.68
E 3130247.10
STA 12+37.74, 0.00'
8" 22.5° BEND W/ TB
N 1472701.59
E 3130223.96
STA 13+07.54, 0.00'
8" 22.5° BEND W/ TB
N 1472771.09
E 3130230.44
STA 15+38.39, 0.00'
8" x 6" SWIVEL TEE W/ 6" GV (W) & TB
N 1472975.24
E 3130338.21
STA 15+74.72, 0.00'
12" x 8" CROSS W/ 12" BFV'S (NW & SE), 8" GV (NE) & TB
N 1473007.37
E 3130355.17
STA 16+09.70, 0.00'
8" PLUG W/ TB
N 1473039.59
E 3130362.23
STA 27+87.26, 0.00'
8" x 6" SWIVEL TEE W/ 6" GV (SE) & TB
N 1472547.88
E 3130820.07
STA 28+23.93, 0.00'
12" x 12' x 8" TEE W/ 12" BFV'S (NW & SE) & TB
N 1472573.82
E 3130846.00
299.0
8
L
F
1
2
"
P
V
C
83.34
L
F
1
2
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P
V
C
92.9
5
L
F
1
2
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P
V
C
174
.
1
6
L
F
1
2
"
P
V
C
301
.
4
8
L
F
1
2
"
P
V
C
52.16
L
F
8
"
P
V
C
13.01 LF 8" PVC
28.07 LF 8" PVC
104
.
2
1
L
F
8
"
P
V
C
16
8
.
4
1
L
F
8
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P
V
C
148
.
4
7
L
F
8
"
P
V
C
78
.
4
1
L
F
8
"
P
V
C
69
.
8
0
L
F
8
"
P
V
C
23
0
.
8
5
L
F
8
"
P
V
C
36
.
3
3
L
F
8
"
P
V
C
10.87 LF 8" PVC
102
.
7
4
L
F
1
6
"
P
V
C
352
.
3
0
L
F
1
6
"
P
V
C
36.16 LF 16" PVC
376
.
4
5
L
F
8
"
P
V
C
36.6
8
L
F
8
"
P
V
C
1
1
5
1
1
1
1
1
1
1
5
2
10
3
3
3
2
2
2POC PROP 8" PVC
WATERLINE TO EX 16"
PVC WATERLINE
POC PROP 8" SANITARY
SEWER TO EX 8"
SANITARY SEWER
2
2
2
2
2
4
EX FH
4
4
4
6
6
6
6
6
7
9
7
9
STA 14+55.04, 16.31' LT
PROP FH ASSY.
N 1472774.62
E 3130597.39
STA 15+38.39, 37.83' LT
PROP FH ASSY.
N 1472992.90
E 3130304.75
WATERLINE N
WATERLINE N
WATERLINE M
WATERLINE M
WATERLINE O
WATERLINE O
WATERLINE D
WATERLINE D
WATERLINE D
WATERLINE J
WATERLINE J
WATERLINE P
WATERLINE P
STA 27+87.26, 14.61' LT
PROP FH ASSY
N 1472558.21
E 3130809.74
STA 15+97.53, 0.00'
8" 45° BEND W/ TB
N 1473028.30
E 3130357.69
STA 15+86.87, 0.00'
8" 45° BEND W/ TB
N 1473018.11
E 3130360.84
12.14 LF 8" PVC
10.66 LF 8" PVC
12.17 LF 8" PVC
WATERLINE L
FUTURE 10' REGIONAL TRAIL BY OTHERS
PROPOSED 50' TRAIL AND NATURAL AREAS BUFFER EASEMENT
STA 20+25.79, 0.00'
END 8" PVC WATERLINE DEFLECTION
N 1472763.81
E 3129941.83
STA 20+77.82, 0.00'
8" 90° BEND W/ TB
N 1472788.28
E 3129987.70
STA 22+18.54, 0.00'
8" TEE W/ 8" GV (S) & TB
N 1472908.78
E 3129915.03
14
0
.
7
2
L
F
8
"
P
V
C
STA 20+97.87, 0.00'
BEGIN 8" PVC WATERLINE DEFLECTION
N 1472475.82
E 3130027.53
STA 22+57.31, 0.00'
END 8" PVC WATERLINE DEFLECTION
N 1472535.28
E 3130171.07
STA 23+75.70, 0.00'
8" TEE W/ 8" GV'S (NW & SW) & TB
N 1472619.00
E 3130254.79
118
.
3
9
L
F
8
"
P
V
C
ASPEN
0'
SCALE: 1" = 40'
40'80'
SHEET No:
PR
O
J
E
C
T
/
L
O
C
A
T
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:
DR
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project no:
date:
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C-046
46 84
AUGUST 7, 2024
105001
JRG
JRG
JRG
MATCH LINE
SEE SHEET C-047
Street Cut Note
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 MAP - 1" = 1000'KEY MAP - 1" = 1000'
048
040
041
042
043 046
045
044
049
049047
048
MATCH LINE
SEE SHEET C-045
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NOTES
.
1.10' SEPARATION BETWEEN WATER, SEWER, AND STORM
LINES SHALL BE PROVIDED.
2.MINIMUM 4.5' TO 5.5' OF COVER OVER WATERLINES UNLESS
NOTED OTHERWISE.
3.ALL STORM SEWERS WILL BE CLASS III RCP WITH WATER
TIGHT JOINTS, UNLESS NOTED OTHERWISE.
4.ALL SANITARY SEWER SHALL BE SDR-35 PVC.
5.ALL SANITARY SEWER SERVICES SHALL BE 4" UNLESS NOTED
OTHERWISE.
6.ALL WATER SERVICES SHALL BE 3 4" UNLESS NOTED
OTHERWISE.
7.HAZARDOUS MATERIAL: 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.
8.THE SITE CONTRACTOR SHALL VERIFY ALL EXISTING
UNDERGROUND UTILITIES, PRIOR TO CONSTRUCTION.
EXISTING LEGEND
EXISTING FIBER OPTIC LINE
EXISTING TELEPHONE LINE
EXISTING WATER LINE
EXISTING SANIARY SEWER LINE
EXISTING STORM SEWER LINE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING STORM SEWER MANHOLE
EXISTING SANITARY SEWER MANHOLE
EXISTING SANITARY SEWER CLEANOUT
EXISTING LIGHT POLE
PROPOSED 8" OR 12" PVC SANITARY SEWER
PROPOSED FIRE HYDRANT ASSEMBLY
PROPOSED STORM SEWER W/ MANHOLE
PROPOSED TYPE R STORM INLET
PROPOSED 8" OR 12" PVC WATER
PROPOSED LEGEND
PROPOSED WATER VALVE
PROPOSED THRUST BLOCK
PROPOSED LIGHT POLE
KEY NOTE LEGEND
PROPOSED 8" PVC SANITARY SEWER LINE
PROPOSED 8" PVC WATER LINE (SEE WATER PLAN SHEETS
C-040 TO C-049)
PROPOSED 12" PVC WATER LINE (SEE WATER PLAN SHEETS
C-040 TO C-049)
PROPOSED FIRE HYDRANT
PROPOSED 12" PVC SANITARY SEWER LINE
PROPOSED STORM SEWER LINE
PROPOSED 3/4" WATER SERVICE, METER PIT & CURB STOP
PROPOSED 1-1/2" WATER SERVICE, METER PIT & CURB STOP
PROPOSED 4" SANITARY SEWER SERVICE W/ C.O.
PROPOSED 6" SANITARY SEWER SRVC W/ C.O.
1
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LIND PROPERTY
REC. NO.
200030150497
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200030150497
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E
E
E
G G G G G G G G
G GG
E E E E E E E
E E
G
G
EE
E
G
G
E
EE
GGGEEEEG
G
EE
G
S S S
S S S S S S
S
S
S
S S S S
S
S
S
W
W
S
SS
S S S S S S S S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SS
S
S
S
S
S
S
S
S
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W W W W W W
W
W
W
W W W
WWWWWWWW
W
W
W
S
W
GESW E E E E E EWWWWW W WSSSSSSGGGGGGG
W W W W
W
W
E
STA 46+94.61, 0.00' RT
12" x 12' x 8" TEE W/ 12" BFV'S (NW & SE) & TB
N 1472245.65
E 3131169.09
STA 48+43.15, 0.00' LT
12" 22.5° BEND W/ TB
N 1472139.80
E 3131273.30
STA 14+24.78, 0.00'
8" TEE W/ 8" GV'S (N & E) & TB
N 1471654.79
E 3130886.41
STA 16+04.84, 0.00'
8" TEE W/ 8" GV'S (E & S) & TB
N 1471654.79
E 3130706.35
STA 17+64.15, 0.00'
8" 45° BEND W/ TB
N 1471654.79
E 3130547.04
STA 18+06.59, 0.00'
8" 45° BEND W/ TB
N 1471684.79
E 3130517.01
STA 21+83.01, 0.00'
8" CROSS W/ 8" GV'S (N, E, & S)
N 1472061.21
E 3130516.70
STA 23+18.34, 0.00'
8" 22.5° BEND W/ TB
N 1472196.53
E 3130517.85
STA 24+10.81, 0.00'
8" 22.5° BEND W/ TB
N 1472281.69
E 3130553.88
STA 10+00, 0.00'
CONNECT TO EX 8" PVC WATERLINE
8"GV (E)
N 1472039.71
E 3130169.92
STA 10+78.37, 0.00'
8" 45° BEND W/ TB
N 1472039.71
E 3130248.29
STA 11+08.69, 0.00'
8" 45° BEND W/ TB
N 1472061.21
E 3130269.67
STA 13+55.73, 0.00'
8" CROSS W/ 8" GV'S (N, E, & S)
N 1472061.21
E 3130516.70
STA 17+25.57, 0.00'
8" TEE W/ 8" GV'S (E & S) & TB
N 1472061.21
E 3130886.54
STA 17+66.74, 0.00'
8" 22.5° BEND W/ TB
N 1472061.21
E 3130927.72
STA 18+71.93, 0.00'
8" 22.5° BEND W/ TB
N 1472101.46
E 3131024.89
STA 20+41.02, 0.00'
8" x 6" SWIVEL TEE W/ 6" GV (SE) & TB
N 1472221.03
E 3131144.46
STA 20+75.84, 0.00'
12" x 12' x 8" TEE W/ 12" BFV'S (NW & SE) & TB
N 1472245.65
E 3131169.09
STA 10+00, 0.00'
8" TEE W/ 8" GV'S (E & S) & TB
N 1471654.79
E 3130706.35
STA 10+00, 0.00'
8" TEE W/ 8" GV'S (N & E) & TB
N 1471654.79
E 3130886.41
STA 14+06.42, 0.00'
8" TEE W/ 8" GV'S (E & S) & TB
N 1472061.21
E 3130886.54
148
.
5
4
L
F
1
2
"
P
V
C
390.80 LF 8" PVC180.06 LF 8" PVC159.31 LF 8" PVC
42.4
4
L
F
8
"
P
V
C
13
5
.
3
3
L
F
8
"
P
V
C
78.37 LF 8" PVC
30.32 LF 8" PVC
105.19
L
F
8
"
P
V
C
40
6
.
4
2
L
F
8
"
P
V
C
28
4
.
8
5
L
F
8
"
P
V
C
1
1
1
1
1
1
1
2
2
2
2
2
2
2
2
2
2
4
4
4
6
6
6
6
6
6
6
7
9
REMOVE & REPLACE ASPHALT
PER CITY OF FORT COLLINS
CURRENT CODE. SEE STREET
CUT NOTE THIS SHEET.
PROP LIMITS OF
DEVELOPMENT
PROP LIMITS OF
DEVELOPMENT
PROP CONC HEADWALL
PROP RIPRAP
EX POND 100
TYP
TYP
369.84 LF 8" PVC 41.17 LF 8" PVC
169
.
0
9
L
F
8
"
P
V
C
34.82 LF 8" PVC
WATERLINE S
WATERLINE P
WATERLINE P
WATERLINE P
WATERLINE P
WATERLINE Q
WATERLINE Q
WATERLINE Q
WATERLINE D
WATERLINE R
WATERLINE R
STA 20+41.02, 38.10' RT
PROP FH ASSY.
N 1472194.09
E 3131171.41
214.97 LF 8" PVC
37
6
.
4
2
L
F
8
"
P
V
C
32.07 LF 8" PVC
STA 13+23.66, 0.00' RT
8" x 6" SWIVEL TEE W/ 6" GV (S) & TB
N 1472061.21
E 3130484.64
STA 13+23.66, 33.00' RT
PROP FH ASSY
N 1472028.21
E 3130484.64
STA 0+35.57, 0.00'
8" 22.5° BEND W/ TB
N 1472196.21
E 3130556.34
STA 3+52.57, 0.00'
8" 22.5° BEND W/ TB
N 1472196.21
E 3130873.34
STA 4+39.43, 0.00'
8" 22.5° BEND W/ TB
N 1472229.45
E 3130953.59
STA 0+00, 0.00'
8" TEE, 8"GV'S (SW & SE) & TB
N 1472210.07
E 3130523.58STA 23+33.06, 0.00'
8" TEE, 8"GV'S (SW & SE) & TB
N 1472210.09
E 3130523.60
WATERLINE T
14.72 LF 8" PVC
77
.
7
5
L
F
8
"
P
V
C
19.13
L
F
8
"
P
V
C
317.00 LF 8" PVC
86.86
L
F
8
"
P
V
C
164
.
9
4
L
F
8
"
P
V
C
ASPEN
0'
SCALE: 1" = 40'
40'80'
SHEET No:
PR
O
J
E
C
T
/
L
O
C
A
T
I
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N
:
DR
A
W
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:
OF
CHECKED BY:
DESIGNED BY:
DRAWN BY:
DE
S
C
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Y
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AP
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RE
V
.
#
1 2 3 4 5 6 7
PRE
L
I
M
I
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A
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Y
NOT
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
project no:
date:
SO
N
D
E
R
S
E
A
S
T
FO
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T
C
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L
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S
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C-047
47 84
AUGUST 7, 2024
105001
JRG
JRG
JRG
MATCH LINE
SEE SHEET C-048
Street Cut Note
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 MAP - 1" = 1000'KEY MAP - 1" = 1000'
040
041
042
043 046
045
044
049
049047
048
MATCH LINE
SEE SHEET C-046
MA
T
C
H
L
I
N
E
/
S
E
E
S
H
E
E
T
C
-
0
4
9
NOTES
.
1.10' SEPARATION BETWEEN WATER, SEWER, AND STORM
LINES SHALL BE PROVIDED.
2.MINIMUM 4.5' TO 5.5' OF COVER OVER WATERLINES UNLESS
NOTED OTHERWISE.
3.ALL STORM SEWERS WILL BE CLASS III RCP WITH WATER
TIGHT JOINTS, UNLESS NOTED OTHERWISE.
4.ALL SANITARY SEWER SHALL BE SDR-35 PVC.
5.ALL SANITARY SEWER SHALL BE 4" UNLESS NOTED
OTHERWISE.
6.ALL WATER SERVICES SHALL BE 3 4" UNLESS NOTED
OTHERWISE.
7.HAZARDOUS MATERIAL: 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.
8.THE SITE CONTRACTOR SHALL VERIFY ALL EXISTING
UNDERGROUND UTILITIES, PRIOR TO CONSTRUCTION.
EXISTING LEGEND
EXISTING FIBER OPTIC LINE
EXISTING TELEPHONE LINE
EXISTING WATER LINE
EXISTING SANIARY SEWER LINE
EXISTING STORM SEWER LINE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING STORM SEWER MANHOLE
EXISTING SANITARY SEWER MANHOLE
EXISTING SANITARY SEWER CLEANOUT
EXISTING LIGHT POLE
PROPOSED 8" OR 12" PVC SANITARY SEWER
PROPOSED FIRE HYDRANT ASSEMBLY
PROPOSED STORM SEWER W/ MANHOLE
PROPOSED TYPE R STORM INLET
PROPOSED 8" OR 12" PVC WATER
PROPOSED LEGEND
PROPOSED WATER VALVE
PROPOSED THRUST BLOCK
PROPOSED LIGHT POLE
KEY NOTE LEGEND
PROPOSED 8" PVC SANITARY SEWER LINE
PROPOSED 8" PVC WATER LINE (SEE WATER PLAN SHEETS
C-040 TO C-049)
PROPOSED 12" PVC WATER LINE (SEE WATER PLAN SHEETS
C-040 TO C-049)
PROPOSED FIRE HYDRANT
PROPOSED 12" PVC SANITARY SEWER LINE
PROPOSED STORM SEWER LINE
PROPOSED 3/4" WATER SERVICE, METER PIT & CURB STOP
PROPOSED 1-1/2" WATER SERVICE, METER PIT & CURB STOP
PROPOSED 4" SANITARY SEWER SERVICE W/ C.O.
PROPOSED 6" SANITARY SEWER SRVC W/ C.O.
1
2
3
4
5
6
7
8
9
10
PROPOSED WATER SERVICE
PROPOSED SANITARY SEWER SERVICE
W
S
PROPOSED ELECTRIC SERVICE
PROPOSED GAS SERVICE
E
G
W/ MANHOLE
NOTES
.
1.10' SEPARATION BETWEEN WATER, SEWER, AND STORM
LINES SHALL BE PROVIDED.
2.MINIMUM 4.5' TO 5.5' OF COVER OVER WATERLINES UNLESS
NOTED OTHERWISE.
3.ALL STORM SEWERS WILL BE CLASS III RCP WITH WATER
TIGHT JOINTS, UNLESS NOTED OTHERWISE.
4.ALL SANITARY SEWER SHALL BE SDR-35 PVC.
5.ALL SANITARY SEWER SHALL BE 4" UNLESS NOTED
OTHERWISE.
6.ALL WATER SERVICES SHALL BE 3 4" UNLESS NOTED
OTHERWISE.
7.HAZARDOUS MATERIAL: 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.
8.THE SITE CONTRACTOR SHALL VERIFY ALL EXISTING
UNDERGROUND UTILITIES, PRIOR TO CONSTRUCTION.
EXISTING LEGEND
EXISTING FIBER OPTIC LINE
EXISTING TELEPHONE LINE
EXISTING WATER LINE
EXISTING SANIARY SEWER LINE
EXISTING STORM SEWER LINE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING STORM SEWER MANHOLE
EXISTING SANITARY SEWER MANHOLE
EXISTING SANITARY SEWER CLEANOUT
EXISTING LIGHT POLE
PROPOSED 8" OR 12" PVC SANITARY SEWER
PROPOSED FIRE HYDRANT ASSEMBLY
PROPOSED STORM SEWER W/ MANHOLE
PROPOSED TYPE R STORM INLET
PROPOSED 8" OR 12" PVC WATER
PROPOSED LEGEND
PROPOSED WATER VALVE
PROPOSED THRUST BLOCK
PROPOSED LIGHT POLE
KEY NOTE LEGEND
PROPOSED 8" PVC SANITARY SEWER LINE
PROPOSED 8" PVC WATER LINE (SEE WATER PLAN SHEETS
C-040 TO C-049)
PROPOSED 12" PVC WATER LINE (SEE WATER PLAN SHEETS
C-040 TO C-049)
PROPOSED FIRE HYDRANT
PROPOSED 12" PVC SANITARY SEWER LINE
PROPOSED STORM SEWER LINE
PROPOSED 3/4" WATER SERVICE, METER PIT & CURB STOP
PROPOSED 1-1/2" WATER SERVICE, METER PIT & CURB STOP
PROPOSED 4" SANITARY SEWER SERVICE W/ C.O.
PROPOSED 6" SANITARY SEWER SRVC W/ C.O.
1
2
3
4
5
6
7
8
9
10
PROPOSED WATER SERVICE
PROPOSED SANITARY SEWER SERVICE
W
S
PROPOSED ELECTRIC SERVICE
PROPOSED GAS SERVICE
E
G
W/ MANHOLE
NOTES
.
1.10' SEPARATION BETWEEN WATER, SEWER, AND STORM
LINES SHALL BE PROVIDED.
2.MINIMUM 4.5' TO 5.5' OF COVER OVER WATERLINES UNLESS
NOTED OTHERWISE.
3.ALL STORM SEWERS WILL BE CLASS III RCP WITH WATER
TIGHT JOINTS, UNLESS NOTED OTHERWISE.
4.ALL SANITARY SEWER SHALL BE SDR-35 PVC.
5.ALL SANITARY SEWER SERVICES SHALL BE 4" UNLESS NOTED
OTHERWISE.
6.ALL WATER SERVICES SHALL BE 3 4" UNLESS NOTED
OTHERWISE.
7.HAZARDOUS MATERIAL: 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.
8.THE SITE CONTRACTOR SHALL VERIFY ALL EXISTING
UNDERGROUND UTILITIES, PRIOR TO CONSTRUCTION.
EXISTING LEGEND
EXISTING FIBER OPTIC LINE
EXISTING TELEPHONE LINE
EXISTING WATER LINE
EXISTING SANIARY SEWER LINE
EXISTING STORM SEWER LINE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING STORM SEWER MANHOLE
EXISTING SANITARY SEWER MANHOLE
EXISTING SANITARY SEWER CLEANOUT
EXISTING LIGHT POLE
PROPOSED 8" OR 12" PVC SANITARY SEWER
PROPOSED FIRE HYDRANT ASSEMBLY
PROPOSED STORM SEWER W/ MANHOLE
PROPOSED TYPE R STORM INLET
PROPOSED 8" OR 12" PVC WATER
PROPOSED LEGEND
PROPOSED WATER VALVE
PROPOSED THRUST BLOCK
PROPOSED LIGHT POLE
KEY NOTE LEGEND
PROPOSED 8" PVC SANITARY SEWER LINE
PROPOSED 8" PVC WATER LINE (SEE WATER PLAN SHEETS
C-040 TO C-049)
PROPOSED 12" PVC WATER LINE (SEE WATER PLAN SHEETS
C-040 TO C-049)
PROPOSED FIRE HYDRANT
PROPOSED 12" PVC SANITARY SEWER LINE
PROPOSED STORM SEWER LINE
PROPOSED 3/4" WATER SERVICE, METER PIT & CURB STOP
PROPOSED 1-1/2" WATER SERVICE, METER PIT & CURB STOP
PROPOSED 4" SANITARY SEWER SERVICE W/ C.O.
PROPOSED 6" SANITARY SEWER SRVC W/ C.O.
1
2
3
4
5
6
7
8
9
10
PROPOSED WATER SERVICE
PROPOSED SANITARY SEWER SERVICE
W
S
PROPOSED ELECTRIC SERVICE
PROPOSED GAS SERVICE
E
G
W/ MANHOLE
1
2
3
4
BLK1
BLK1
BLK1
5
6
7
8 9 10 11
BLK2
5 6
BLK3
BLK4
BLK5 BLK6
BLK
7
1 2 3 4
8 7 6 5
9 10 11 12
16 15 14 13
7 8 9 10
14 13 12 11
1 2 3 4
8 7 6 5
1 2 3
6 5 4
7 8 9 10
14 13 12 11
13
12
14 15 16 17 18
BLK1
BLK1
BLK1
19
20
21
22
23
24
25
26
27
28
29
30
31
32
36 35 34
33
1 2 3 4
5
6
7
8
9
10
11
12
13
1415
16
17
18
19 2021
BLK
4
BLK7BLK5
1 2 3 4 5 6 7 8 9 10 11
1516171819202526
3 4 5 6 7 8 9
11
12
14
15161718192021
BLK10 BLK10
BLK
11
BLK12
BLK14
1
2
3
4
5
6
7
8
9
BLK15
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
BLK15
BLK15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
303132333435363738
1
16
2
15
3
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13
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6
11
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BLK15
BLK
15
BLK16
BLK17
BLK19
BLK18
BLK21
1
2
3
4
5
6
7
8
9
10
11
12
1
2
3
4
5
6
7
8
9
10
1
2
3
4
6 7 8
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11
10
12
13
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5
1
2
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19202122
1 2 3 4
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1 2 3 4 5 6 7 8 9 10 11
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23242526272829
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1 2 3 4 5 6 7 8 9
1011121314
1 2 3 4 5 6
7
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19 20 21 22 23 24 25 26 27 28
BLK11
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27 28 29 30 31 32 33 34
35
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47 46 45 44 43 42 41 40
BLK12
BLK12
BLK12
8 7
1 2
4 3
1 2
4 3
5 6
16 15
BLK2 BLK3
BLK1
BLK
20
MORNING STAR DRIVE
FA
I
R
W
A
T
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
CL
A
R
I
O
N
L
A
N
E
BRIGHTWATER DRIVE
CLIPPER WAY
FIELD VIEW ROAD
GREENSPACE WAY
FO
R
U
M
R
O
A
D
HIG
H
M
E
A
D
O
W
R
O
A
D
WE
L
L
N
E
S
S
R
O
A
D
WELL
N
E
S
S
R
O
A
D
HIGH
M
E
A
D
O
W
R
O
A
D
HIGH M
E
A
D
O
W
R
O
A
D
STA
R
D
U
S
T
W
A
Y
TRA
I
L
W
A
Y
R
O
A
D
WALKING STICK WAY
PATHWAY ROAD
PARKLAND ROAD
HIG
H
M
E
A
D
O
W
R
O
A
D
FIELD POINT WAY
ST
E
R
N
W
H
E
E
L
E
R
DR
I
V
E
MEADOW LARK ROAD
WANDER TRAIL
NATURE PARK WAY
NA
T
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R
E
P
A
R
K
W
A
Y
GR
E
E
N
S
P
A
C
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GR
E
E
N
S
P
A
C
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O
A
D
GRASSLAND ROAD
MOORLAND WAY
PARKLAND WAY
AMBLE LANE
PLAY
P
A
R
K
L
A
N
E
TRAILS CROSSING LANE
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
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R
I
A
L
)
BRIGHTWATER DRIVE
FA
I
R
W
A
T
E
R
D
R
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V
E
ST
E
R
N
W
H
E
E
L
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R
D
R
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BA
R
H
A
R
B
O
R
D
R
I
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E
RICHARDS LAKE ROAD
(TWO LANE ARTERIAL)
RICHARDS LAKE ROAD
(TWO LANE ARTERIAL)
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
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A
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A
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)
TU
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N
B
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R
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R
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(T
W
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TU
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(T
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TU
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A
D
(T
W
O
L
A
N
E
A
R
T
E
R
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L
)
BRIGHTWATER DRIVE
MORNING STAR DRIVE
MOORLAND WAY
PARKLAND WAY
AMBLE LANE
PATHWAY LANE PATHWAY LANEPATHWAY LANE
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303132333435363738
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FIELD VIEW ROAD
RICHARDS LAKE ROAD
(TWO LANE ARTERIAL)
15''SAN 15''SAN 15''SAN 15''SAN 15''SAN 15''SAN15''SAN 15''SAN 15''SAN
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POC PROP 12" SANITARY
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4
4
6
7 9
POC PROP 12" SANITARY
SEWER TO EX 15"
SANITARY SEWER
REMOVE & REPLACE ASPHALT PER CITY OF FORT COLLINS
CURRENT CODE. SEE STREET CUT NOTE THIS SHEET.
EX PROPERTY BOUNDARY
PROP CONC WINGWALL/ RETAINING WALL
EX POND OUTLET
STRUCTURE
EX FH
REMOVE & REPLACE ASPHALT PER CITY OF FORT COLLINS
CURRENT CODE. SEE STREET CUT NOTE THIS SHEET.
WATERLINE D
WATERLINE D
WATERLINE S
WATERLINE S
WATERLINE S
EX PROPERTY BOUNDARY
EX PROPERTY BOUNDARY
STA 12+84.85, 0.00'
8" 90° BEND W/ TB
N 1471369.93
E 3130706.35
STA 12+98.86, 0.00'
8" x 6" SWIVEL TEE W/ 6" GV (N) & TB
N 1471369.95
E 3130720.35
553.96 LF 8" PVC
14.00 LF 8" PVC
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12" 45° BEND W/ TB
N 1471377.96
E 3131310.97
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12" x 12' x 8" TEE W/ 12" BFV (E), 8" GV (W) & TB
N 1471370.69
E 3131287.83
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8" x 6" SWIVEL TEE W/ 6" GV (N) & TB
N 1471370.68
E 3131279.05
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12" x 12' x 8" TEE W/ 12" BFV (E), 8" GV (W) & TB
N 1471370.69
E 3131287.83
STA 56+22.61, 0.00' RT
12" 45° BEND W/ TB
N 1471370.71
E 3131303.758.78 LF 8" PVC
15.92 LF 12" PVC
10.23 LF 12" PVC
WATERLINE D
STA 18+57.55, 22.88' LT
PROP FH ASSY
N 1471393.56
E 3131279.02
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N 1471168.93
E 3131287.87
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PROP FH ASSY
N 1471383.99
E 3130720.33
FUTURE 10' REGIONAL TRAIL BY OTHERS
PROPOSED 50' TRAIL AND NATURAL AREAS BUFFER EASEMENT
PROP LIMITS OF DEVELOPMENT
ASPEN
0'
SCALE: 1" = 40'
40'80'SHEET No:
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1 2 3 4 5 6 7
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project no:
date:
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C-048
48 84
AUGUST 7, 2024
105001
JRG
JRG
JRG
Street Cut Note
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 MAP - 1" = 1000'KEY MAP - 1" = 1000'
048
040
041
042
043 046
045
044
049
049047
MATCH LINE
SEE SHEET C-047
NOTES
.
1.10' SEPARATION BETWEEN WATER, SEWER, AND STORM
LINES SHALL BE PROVIDED.
2.MINIMUM 4.5' TO 5.5' OF COVER OVER WATERLINES UNLESS
NOTED OTHERWISE.
3.ALL STORM SEWERS WILL BE CLASS III RCP WITH WATER
TIGHT JOINTS, UNLESS NOTED OTHERWISE.
4.ALL SANITARY SEWER SHALL BE SDR-35 PVC.
5.ALL SANITARY SEWER SERVICES SHALL BE 4" UNLESS NOTED
OTHERWISE.
6.ALL WATER SERVICES SHALL BE 3 4" UNLESS NOTED
OTHERWISE.
7.HAZARDOUS MATERIAL: 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.
8.THE SITE CONTRACTOR SHALL VERIFY ALL EXISTING
UNDERGROUND UTILITIES, PRIOR TO CONSTRUCTION.
EXISTING LEGEND
EXISTING FIBER OPTIC LINE
EXISTING TELEPHONE LINE
EXISTING WATER LINE
EXISTING SANIARY SEWER LINE
EXISTING STORM SEWER LINE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING STORM SEWER MANHOLE
EXISTING SANITARY SEWER MANHOLE
EXISTING SANITARY SEWER CLEANOUT
EXISTING LIGHT POLE
PROPOSED 8" OR 12" PVC SANITARY SEWER
PROPOSED FIRE HYDRANT ASSEMBLY
PROPOSED STORM SEWER W/ MANHOLE
PROPOSED TYPE R STORM INLET
PROPOSED 8" OR 12" PVC WATER
PROPOSED LEGEND
PROPOSED WATER VALVE
PROPOSED THRUST BLOCK
PROPOSED LIGHT POLE
KEY NOTE LEGEND
PROPOSED 8" PVC SANITARY SEWER LINE
PROPOSED 8" PVC WATER LINE (SEE WATER PLAN SHEETS
C-040 TO C-049)
PROPOSED 12" PVC WATER LINE (SEE WATER PLAN SHEETS
C-040 TO C-049)
PROPOSED FIRE HYDRANT
PROPOSED 12" PVC SANITARY SEWER LINE
PROPOSED STORM SEWER LINE
PROPOSED 3/4" WATER SERVICE, METER PIT & CURB STOP
PROPOSED 1-1/2" WATER SERVICE, METER PIT & CURB STOP
PROPOSED 4" SANITARY SEWER SERVICE W/ C.O.
PROPOSED 6" SANITARY SEWER SRVC W/ C.O.
1
2
3
4
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EE GG
G G
G G G G
W W W W
S
G
S S SGGG S S SGGG
W SW S SWW S
E E E
W
DPE E E
W
DPE
DP
WW W
EEE DP
WW W
EEE DP
WW W
EEE
GS
S
G SSGSGSSGS
S WSWWSSWWSSWSWWS
G
G
EG EG EG E G EG EG EG EG E G
E G EG E G E G EG E G EG E G E G
EG E G EG EG EG E G EG E GEGEG
EG EG EG EG EG EG EG EGEGEG E G
G
EG E G EG EG EG EG E G EGEGEG
E
G
EG
E
G
EG E EG G
EG EG EG EG EG EG EGEGEG EG EG EG
EG
W SW
SW
WS W W W W W W W WSSSSSSS S S W
WSSWWSSSSSSSSWWWWWWWW
W S
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S S S S SWWWW W
SW SW SW S S S
W W W
W S W S
W
EG EG EG
E
E
E
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G
G
G
G
G E GE GE GE
EG
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W W S W
W
W
W
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W
S
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EG
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EG EG EG GE GE
GE
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EG
GE
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EG
EG
EG
GE
GE
GE
EG
S S S S SWWWW
G
S
W
E
S
E
E
G
G G
G
E G
G
G
E
E
E
E
G
E
1
2
3
4
BLK1
BLK1
BLK1
5
6
7
8 9 10 11
BLK2
5 6
BLK3
BLK4
BLK5 BLK6
BLK
7
1 2 3 4
8 7 6 5
9 10 11 12
16 15 14 13
7 8 9 10
14 13 12 11
1 2 3 4
8 7 6 5
1 2 3
6 5 4
7 8 9 10
14 13 12 11
13
12
14 15 16 17 18
BLK1
BLK1
BLK1
19
20
21
22
23
24
25
26
27
28
29
30
31
32
36 35 34
33
1 2 3 4
5
6
7
8
9
10
11
12
13
1415
16
17
18
19 2021
BLK
4
BLK7BLK5
1 2 3 4 5 6 7 8 9 10 11
1516171819202526
3 4 5 6 7 8 9
11
12
14
15161718192021
BLK10 BLK10
BLK
11
BLK12
BLK14
1
2
3
4
5
6
7
8
9
BLK15
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
BLK15
BLK15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
303132333435363738
1
16
2
15
3
14
4
13
5
12
6
11
7
10
8
9
BLK15
BLK
15
BLK16
BLK17
BLK19
BLK18
BLK21
1
2
3
4
5
6
7
8
9
10
11
12
1
2
3
4
5
6
7
8
9
10
1
2
3
4
6 7 8
9
11
10
12
13
14
5
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19202122
1 2 3 4
5
6
7
8
9
101112131415
1 2 3 4 5 6 7 8 9 10 11
15
12 13 14
22
23242526272829
21
20
35 34
1 2 3 4 5 6 7 8 9
1011121314
1 2 3 4 5 6
7
8
9
10
11
12
14
16
17
18
19
20
22
15161718
19 20 21 22 23 24 25 26 27 28
BLK11
BLK14
27 28 29 30 31 32 33 34
35
36
37
38
39
47 46 45 44 43 42 41 40
BLK12
BLK12
BLK12
8 7
1 2
4 3
1 2
4 3
5 6
16 15
BLK2 BLK3
BLK1
BLK
20
MORNING STAR DRIVE
FA
I
R
W
A
T
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
CL
A
R
I
O
N
L
A
N
E
BRIGHTWATER DRIVE
CLIPPER WAY
FIELD VIEW ROAD
GREENSPACE WAY
FO
R
U
M
R
O
A
D
HIG
H
M
E
A
D
O
W
R
O
A
D
WE
L
L
N
E
S
S
R
O
A
D
WELL
N
E
S
S
R
O
A
D
HIGH
M
E
A
D
O
W
R
O
A
D
HIGH M
E
A
D
O
W
R
O
A
D
STA
R
D
U
S
T
W
A
Y
TRA
I
L
W
A
Y
R
O
A
D
WALKING STICK WAY
PATHWAY ROAD
PARKLAND ROAD
HIG
H
M
E
A
D
O
W
R
O
A
D
FIELD POINT WAY
ST
E
R
N
W
H
E
E
L
E
R
DR
I
V
E
MEADOW LARK ROAD
WANDER TRAIL
NATURE PARK WAY
NA
T
U
R
E
P
A
R
K
W
A
Y
GR
E
E
N
S
P
A
C
E
R
O
A
D
GR
E
E
N
S
P
A
C
E
R
O
A
D
GRASSLAND ROAD
MOORLAND WAY
PARKLAND WAY
AMBLE LANE
PLAY
P
A
R
K
L
A
N
E
TRAILS CROSSING LANE
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
BRIGHTWATER DRIVE
FA
I
R
W
A
T
E
R
D
R
I
V
E
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
BA
R
H
A
R
B
O
R
D
R
I
V
E
RICHARDS LAKE ROAD
(TWO LANE ARTERIAL)
RICHARDS LAKE ROAD
(TWO LANE ARTERIAL)
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
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R
I
A
L
)
TU
R
N
B
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R
R
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R
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(T
W
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L
A
N
E
A
R
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)
TU
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N
B
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R
R
Y
R
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A
D
(T
W
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L
A
N
E
A
R
T
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R
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A
L
)
TU
R
N
B
E
R
R
Y
R
O
A
D
(T
W
O
L
A
N
E
A
R
T
E
R
I
A
L
)
BRIGHTWATER DRIVE
MORNING STAR DRIVE
MOORLAND WAY
PARKLAND WAY
AMBLE LANE
PATHWAY LANE PATHWAY LANEPATHWAY LANE
STE
R
N
W
H
E
E
L
E
R
D
R
I
V
E
TRAILS CROSSING LANE
TRA
I
L
S
C
R
O
S
S
I
N
G
L
A
N
E
AMBLE LANE
STE
R
N
W
H
E
E
L
E
R
C
O
U
R
T
1 2 3 4
7 6 5
8
11
9
10
BUILDING A3 STORY18 UNIT
BUILDING B3 STORY18 UNIT
BLK
8BLK8
24
12 13
14
212223
BLK9 BLK9
1021
13
22232425
BLK10 BLK10
BLK
11
30313233
16
17
18
19
23242526
21
15
13
BUILDING D3 STORY18 UNIT
BUILDING A3 STORY18 UNIT
G
G
G
G
EE
EE
EE
G
EE
G
W
W
W
W
W
W
S
S
S
S
S
S
S
S
G
W
9
10
11
12
13
14
15
BLK
15
BLK
6
HIG
H
M
E
A
D
O
W
R
O
A
D
12" x 12' x 8" TEE W/ 12" BFV'S (NW & SE) & TB
3
EX PROPERTY BOUNDARY
PROP DRAINAGE EASEMENT
PROP DRAINAGE
EASEMENT
NO. 8 DTICH
WATERLINE D
5
STA 6+04.37, 0.00' RT
12" X 8" TEE W/BFV'S (NW & SE) & TB
N 1472346.08
E 3131070.22
164
.
9
4
L
F
8
"
P
V
C
WATERLINE T
17.15 LF 8" PVC
302
.
4
4
L
F
8
"
P
V
C
140
.
9
3
L
F
8
"
P
V
C
STA 45+53.68, 0.00' RT
12" X 8" TEE W/BFV'S (NW & SE) & TB
N 1472346.08
E 3131070.22
STA 45+36.53, 0.00'
12" x 6" SWIVEL TEE W/ 6" GV (SW) & TB
N 1472358.30
E 3131058.18
STA 45+36.53, 31.50' RT
PROP FH ASSY
N 1472336.20
E 3131035.74
FUTURE 10' REGIONAL TRAIL BY OTHERS
PROPOSED 50' TRAIL AND NATURAL AREAS BUFFER EASEMENT
G
G
G
E
E
E
G G
G G E
E
E
E
E
E
E
E
E
E
E
E
E
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
EE
E
W
W
W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
EWGG
BLK
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
8
9
BLK
15
8
9
11
10
12
HI
G
H
M
E
A
D
O
W
R
O
A
D
33.98 LF 8" PVC
5
5
3
2
2
4
4
4
6
6
7
9
PROP TEMPORARY
PROP CONC DROP STRUCTURE
PROP DITCH EASEMENT
PROP TOP (TOP OF BANK) OF NO. 8 DITCH
PROP BOTTOM (TOE OF SLOPE) OF NO. 8 DITCH
EX PROPERTY BOUNDARY
PROP CONC HEADWALL
W/ ORIFICE CONTROL
PROP RCP STORM SEWER
OUTLET TO NO. 8 DITCH
TYP
TYP
34.82 LF 8" PVC
STA 10+33.98, 33.98' RT
PROP FH ASSY.
N 1471688.77
E 3131277.21
STA 10+33.98, 0.00'
8" x 6" SWIVEL TEE W/ 6" GV (N) & TB
N 1471654.79
E 3131277.21
WATERLINE D
WATERLINE D
WATERLINE P
STA 48+43.15, 0.00' LT
12" 22.5° BEND W/ TB
N 1472139.80
E 3131273.30
STA 49+44.08, 0.00'
12" 22.5° BEND W/ TB
N 1472046.26
E 3131311.19
STA 53+35.55, 0.00' LT
12" x 12' x 8" TEE W/ 12" BFV'S (N & S) & TB
N 1471654.79
E 3131311.19
STA 18+66.33, 0.00'
12" x 12' x 8" TEE W/ 12" BFV (E), 8" GV (W) & TB
N 1471370.69
E 3131287.83
10
0
.
9
3
L
F
1
2
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P
V
C
39
1
.
4
7
L
F
1
2
"
P
V
C
27
6
.
8
3
L
F
1
2
"
P
V
C
STA 10+00, 0.00' RT
12" x 12' x 8" TEE W/ 12" BFV'S (N & S) & TB
N 1471654.79
E 3131311.19
148
.
5
4
L
F
1
2
"
P
V
C
FUTURE 10' REGIONAL TRAIL BY OTHERS
PROPOSED 50' TRAIL AND NATURAL AREAS BUFFER EASEMENT
FUTURE 10' REGIONAL TRAIL BY OTHERS
PROPOSED 50' TRAIL AND NATURAL AREAS BUFFER EASEMENT
ASPEN
0'
SCALE: 1" = 40'
40'80'
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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.
#
1 2 3 4 5 6 7
PRE
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A
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NOT
F
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I
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N
project no:
date:
SO
N
D
E
R
S
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A
S
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FO
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L
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S
,
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C-049
49 84
AUGUST 7, 2024
105001
JRG
JRG
JRG
MATCH LINE
SEE SHEET C-048
Street Cut Note
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 MAP - 1" = 1000'KEY MAP - 1" = 1000'
048
040
041
042
043 046
045
044
049
049047
048
MA
T
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SE
E
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-
0
4
7
MATCH LINE
SEE SHEET C-049 (SEE LEFT)
MATCH LINE
SEE SHEET C-049 (SEE RIGHT)
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C
-
0
4
6
OS-1 OS-2
50
2
OS-3
5
6
4
3
OS-4
OS-12
OS-13
12
11
10 9
8
7
OS-5 OS-6 OS-7 OS-8 OS-9
26
20
13
14
15
16
17 21
22
25
23
24
28 30
27
29 34
LIND
18
19
49
47
44
48
45
41
38
46
39
3736
35
31
3233
40
42
43
18A
22A
1
S-02
S-03
S-01
POND-300
OS-10
ST-320B
ST-321A
ST-320A
P-320
P-321
J123
ST-321B
ST-207D
ST-207C
P-205
P-207
P-208
P-205C
P-205D
P-203
P-201
P-200
P-202C
P-202F
P-202E
ST-202G
ST-202H
ST-202J ST-1313
P-1310
P-135
P-137
P-134
ST-133F
ST-134A
ST-133G
ST-133E
P-133E
P-133B
ST-131G
ST-150A
ST-131D
ST-131C
P-131A
ST-141
J97 ST-112B
ST-112
P-111
P-133B
ST-126
P-125
ST-126
OF1
OF3
OF4
OF2LIND-POND
POND-200
AS
P
E
N
SHEET No:
PR
O
J
E
C
T
/
L
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C
A
T
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N
:
DR
A
W
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OF
CHECKED BY:
DESIGNED BY:
DRAWN BY:
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.
#
1 2 3 4 5 6 7
PRE
L
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I
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A
R
Y
NOT
F
O
R
C
O
N
S
T
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C
T
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N
project no:
date:
SO
N
D
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S
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C-050
50 84
AUGUST 7, 2024
105001
JYM
JYM
JRG
LEGEND
PIPE CONVEYANCE LINK WITH INLET
STREET CONVEYANCE LINK WITH JUNCTION
BASIN BOUNDARY
PROPOSED DRAINAGE BASIN SUMMARY TABLE:
25
OF3
P-205C
ST-205C
POND OUTFALL
VOLUME
REQUIRED
100-YR
DESCPOND WSEL.
(AC-FT)(FT)
VOLUME
PROVIDED
(AC-FT)
PROPOSED DRAINAGE SUMMARY TABLE
BLK
3
BLK
5 BLK
6
BLK
7
16 15 14 13
1 2 3 4
8 7 6 5
1 2 3
6 5 4
6
7
8
9
10
11
12
16
17
18
19 2021
BLK
4
8 7
1 2
4 3
MEADOW LARK ROAD
TU
R
N
B
E
R
R
Y
R
O
A
D
VERTICAL CURB & GUTTER
GR
E
E
N
S
P
A
C
E
R
O
A
D
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
PROP HC
RAMP
PROP HC
RAMP
PROP HC
RAMP
PROP HC
RAMP
PROP HC
RAMP
PROP 6' CONC
CROSSPAN
VERTICAL CURB & GUTTER
VERTICAL CURB & GUTTER
8'
5'
PROP 5' SW
PROP ROW
PROP 15'
UTILITY ESMT
PROP ROW
PROPOSED EDGE
OF ASPHALT
36'
31.5'
PROP CL
PROP FL63'
31.5'
HI
G
H
M
E
A
D
O
W
R
O
A
D
PROP HC
RAMP
PROP HC
RAMP
PROP HC
RAMP
PROP HC
RAMP
PROP 6' CONC
CROSSPAN
PROP 5' SW
PROP 5' SW
GR
E
E
N
S
P
A
C
E
R
O
A
D
ST
E
R
N
W
H
E
E
L
E
R
D
R
I
V
E
8'
5'
PROP 5' SW
PROP FL
PROP 5' SW PROP 5' SW
PROP HC
RAMP
12+56.71 MEADOWLARK ROAD
15+86.74 STERNWHEELER DRIVE
15+59.76 MEADOWLARK ROAD
21+31.39 GREENSPACE ROAD
8'
5'
36'
31.5'
63'
31.5'
8'
5'
PROP 5' SW
PROP 5' SW
PROP 6' CONC
CROSSPAN
PROP 6' CONC
CROSSPAN
PROP ROW PROP ROW
PROP CL
1
2
3
4
BLK1
BLK1
BLK1
5
6
7
8 9 10 11
BLK2
5 6
BLK3
BLK4
BLK5 BLK6
BLK
7
1 2 3 4
8 7 6 5
9 10 11 12
16 15 14 13
7 8 9 10
14 13 12 11
1 2 3 4
8 7 6 5
1 2 3
6 5 4
7 8 9 10
14 13 12 11
13
12
14 15 16 17 18
BLK1
BLK1
BLK1
19
20
21
22
23
24
25
26
27
28
29
30
31
32
36 35 34
33
1 2 3 4
5
6
7
8
9
10
11
12
13
1415
16
17
18
19 2021
BLK
4
BLK7BLK5
1 2 3 4 5 6 7 8 9 10 11
1516171819202526
3 4 5 6 7 8 9
11
12
14
15161718192021
BLK10 BLK10
BLK
11
BLK12
BLK14
1
2
3
4
5
6
7
8
9
BLK15
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
BLK15
BLK15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
303132333435363738
1
16
2
15
3
14
4
13
5
12
6
11
7
10
8
9
BLK15
BLK
15
BLK16
BLK17
BLK19
BLK18
BLK21
1
2
3
4
5
6
7
8
9
10
11
12
1
2
3
4
5
6
7
8
9
10
1
2
3
4
6 7 8
9
11
10
12
13
14
5
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19202122
1 2 3 4
5
6
7
8
9
101112131415
1 2 3 4 5 6 7 8 9 10 11
15
12 13 14
22
23242526272829
21
20
35 34
1 2 3 4 5 6 7 8 9
1011121314
1 2 3 4 5 6
7
8
9
10
11
12
14
16
17
18
19
20
22
15161718
19 20 21 22 23 24 25 26 27 28
BLK11
BLK14
27 28 29 30 31 32 33 34
35
36
37
38
39
47 46 45 44 43 42 41 40
BLK12
BLK12
BLK12
8 7
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4 3
1 2
4 3
5 6
16 15
BLK2 BLK3
BLK1
BLK
20
MORNING STAR DRIVE
FA
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W
A
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E
R
D
R
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R
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BRIGHTWATER DRIVE
CLIPPER WAY
FIELD VIEW ROAD
GREENSPACE WAY
FO
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PARKLAND ROAD
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D
FIELD POINT WAY
ST
E
R
N
W
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L
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R
DR
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MEADOW LARK ROAD
WANDER TRAIL
NATURE PARK WAY
NA
T
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P
A
R
K
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GR
E
E
N
S
P
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C
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R
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BRIGHTWATER DRIVE
FA
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ST
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RICHARDS LAKE ROAD
(TWO LANE ARTERIAL)
RICHARDS LAKE ROAD
(TWO LANE ARTERIAL)
TU
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R
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BRIGHTWATER DRIVE
MORNING STAR DRIVE
MOORLAND WAY
PARKLAND WAY
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PATHWAY LANE PATHWAY LANEPATHWAY LANE
STE
R
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1 2 3 4
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8
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BUILDING A3 STORY18 UNIT
BUILDING B3 STORY18 UNIT
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21
15
13
BUILDING D3 STORY18 UNIT
BUILDING A3 STORY18 UNIT
DP
DP
DP
DP
Δ
ASPEN
0'
SCALE: 1" = 50'
50'100'
SHEET No:
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C-051
51 84
AUGUST 7, 2024
105-001
RCM
RCM
JRG
0'5'10'
VERTICAL SCALE: 1" - 5'
NOTES:
LEGEND
PROPOSED
GRADE
EXISTING
GROUND
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.
ME
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KEY MAP - 1" = 1000'
051
KEY MAP - 1" = 1000'
5050
5055
5060
5065
5070
5075
5080
5085
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00
5050
5055
5060
5065
5070
5075
5080
5085
SEE SHEET C-052
FOR CONTINUATION
SEE SHEET C-057SEE SHEET C-059
SEE SHEET C-057SEE SHEET C-059
5
4
8
9
10
12
11
36
3
5
34
33
11
12
13
14
15
16
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11
15
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14
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13
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BL
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12
13
14
13
16
17
PROP 10'
TYPE R
INLET
HIGH MEADOW ROAD
PROP 10'
TYPE R
INLET
22+18.69 HIGH MEADOW ROAD
24+03.75 WANDER TRAIL
8'
5'
36
'
31
.
5
'
63
'
31
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'
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HIGH MEADOW ROAD
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PROP HC
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PROP HC
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VERTICAL CURB & GUTTER
VERTICAL CURB & GUTTER
PROP ROW
PROP ROW
PROP CL
PROP
CURB RAMP
PROP HC
RAMP
PROP 5' SW
PROP 5' SW
PROP 5' SW
PROP FL
PROP 5' SW
PROP ROW
PROP ROW
25+18.25 HIGH MEADOW ROAD
29+12.46 PARKLAND ROAD
28+05.96 HIGH MEADOW ROAD
16+84.93 PATHWAY ROAD
30+06.59 HIGH MEADOW ROAD
17+77.01 WALKING STICK WAY
PROP 6' CONC
CROSSPAN
PROP 6' CONC
CROSSPAN
PROP 6' CONC
CROSSPAN
PROP HC
RAMP
PROP HC
RAMP
PROP HC
RAMP
PROP HC
RAMP
PROP HC
RAMP
PROP HC
RAMP
PROP HC
RAMP PROP HC
RAMP
PROP HC
RAMP
PROP
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PROP HC
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PROP HC
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PROP 10'
TYPE R
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PROP 10'
TYPE R
INLET
PROP 10'
TYPE R
INLET
PROP 10'
TYPE R
INLET
PROP AREA
INLET
PROP AREA
INLET
1
2
3
4
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6
7
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BLK2
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BLK3
BLK4
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16 15 14 13
7 8 9 10
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1 2 3 4
8 7 6 5
1 2 3
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14 13 12 11
13
12
14 15 16 17 18
BLK1
BLK1
BLK1
19
20
21
22
23
24
25
26
27
28
29
30
31
32
36 35 34
33
1 2 3 4
5
6
7
8
9
10
11
12
13
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16
17
18
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BLK
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BLK12
BLK14
1
2
3
4
5
6
7
8
9
BLK15
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
BLK15
BLK15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
303132333435363738
1
16
2
15
3
14
4
13
5
12
6
11
7
10
8
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BLK15
BLK
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BLK16
BLK17
BLK19
BLK18
BLK21
1
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3
4
5
6
7
8
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10
11
12
1
2
3
4
5
6
7
8
9
10
1
2
3
4
6 7 8
9
11
10
12
13
14
5
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19202122
1 2 3 4
5
6
7
8
9
101112131415
1 2 3 4 5 6 7 8 9 10 11
15
12 13 14
22
23242526272829
21
20
35 34
1 2 3 4 5 6 7 8 9
1011121314
1 2 3 4 5 6
7
8
9
10
11
12
14
16
17
18
19
20
22
15161718
19 20 21 22 23 24 25 26 27 28
BLK11
BLK14
27 28 29 30 31 32 33 34
35
36
37
38
39
47 46 45 44 43 42 41 40
BLK12
BLK12
BLK12
8 7
1 2
4 3
1 2
4 3
5 6
16 15
BLK2 BLK3
BLK1
BLK
20
MORNING STAR DRIVE
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R
W
A
T
E
R
D
R
I
V
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ST
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R
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W
H
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CLIPPER WAY
FIELD VIEW ROAD
GREENSPACE WAY
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M
R
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A
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M
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A
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BUILDING A3 STORY18 UNIT
BUILDING B3 STORY18 UNIT
BLK
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BUILDING A3 STORY18 UNIT
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SCALE: 1" = 50'
50'100'
SHEET No:
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#
1 2 3 4 5 6 7
PRE
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C-052
52 84
AUGUST 7, 2024
105-001
RCM
RCM
JRG
0'5'10'
VERTICAL SCALE: 1" - 5'
NOTES:
LEGEND
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.
HI
G
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A
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KEY MAP - 1" = 1000'
052
KEY MAP - 1" = 1000'
5050
5055
5060
5065
5070
5075
5080
5085
21+00
5050
5055
5060
5065
5070
5075
5080
5085
SEE SHEET C-065
22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+0020+00
SE
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C
0
5
3
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SEE SHEET C-064SEE SHEET C-063
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0
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EXISTING
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5045 5045
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1
2
3
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7
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1 2 3 4 5 6 7 8 9 10
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12
13
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27+74.10 WELLNESS ROAD
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13
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20
21
22
23
24
25
26
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28
29
30
31
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SHEET No:
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C-053
53 84
AUGUST 7, 2024
105-001
RCM
RCM
JRG
0'5'10'
VERTICAL SCALE: 1" - 5'
NOTES:
LEGEND
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.
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053
KEY MAP - 1" = 1000'
5050
5055
5060
5065
5070
5075
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5055
5060
5065
5070
5075
SEE SHEET C-070 FOR
32+00
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5045
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SEE SHEET C-072
PROPOSED
GRADE
EXISTING
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Δ
ASP
E
N
0'
SCALE: 1" = 50'
50'100'
SHEET No:
PR
O
J
E
C
T
/
L
O
C
A
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N
:
DR
A
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OF
CHECKED BY:
DESIGNED BY:
DRAWN BY:
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.
#
1 2 3 4 5 6 7
PRE
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project no:
date:
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C-054
54 84
AUGUST 7, 2024
105-001
RCM
RCM
JRG
0'5'10'
VERTICAL SCALE: 1" - 5'
NOTES:
LEGEND
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.
HI
G
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L
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F
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KEY MAP - 1" = 1000'
054
KEY MAP - 1" = 1000'
5050
5055
5060
5065
5050
5055
5060
5065
SEE SHEET C-071
43+00
SEE SHEET C-074SEE SHEET C-073
SE
E
S
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T
C
-
0
5
3
F
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R
CO
N
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A
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5045
5040
5045
5040
SEE SHEET C-055
FOR CONTINUATION
PROPOSED
GRADE
EXISTING
GROUND
5035 5035
5030 5030
44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00
26
27
28
29
30 31 32 33 34 35 36 37 38
1
16
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15
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14
4
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PROP HC
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PROP 6' CONC
CROSSPAN
8'
5'
30'
29.5'
PROP CL 59'
29.5'
PROP HC
RAMP
PROP 5' SW 8'
5'
PROP FL
PROP ROW
61+87.91 FIELD VIEW ROAD
11+99.11 CLARION LANE
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TYPE R
INLET
DRIVE-OVER CURB & GUTTER
DRIVE-OVER CURB & GUTTER
PROP HC
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PROP HC
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1
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3
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Δ
ASPEN
0'
SCALE: 1" = 50'
50'100'
SHEET No:
PR
O
J
E
C
T
/
L
O
C
A
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DR
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OF
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#
1 2 3 4 5 6 7
PRE
L
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I
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A
R
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NOT
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
project no:
date:
SO
N
D
E
R
S
E
A
S
T
FO
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C
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L
L
I
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C-055
55 84
AUGUST 7, 2024
105-001
RCM
RCM
JRG
0'5'10'
VERTICAL SCALE: 1" - 5'
NOTES:
LEGEND
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.
HI
G
H
M
E
A
D
O
W
R
O
A
D
/
F
I
E
L
D
V
I
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W
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PL
A
N
V
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E
W
HI
G
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M
E
A
D
O
W
R
O
A
D
/
F
I
E
L
D
V
I
E
W
R
O
A
D
CE
N
T
E
R
L
I
N
E
P
R
O
F
I
L
E
KEY MAP - 1" = 1000'
055
KEY MAP - 1" = 1000'
5050
5055
5050
5055
54+00
SEE SHEET C-054
FOR CONTINUATION
5045
5040
5045
5040
SEE SHEET C-075
PROPOSED
GRADE
EXISTING
GROUND
5035 5035
5030 5030
5025
5020
5025
5020
55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00
2
3
4
BLK
1
BLK
1
7
8 9 10 11
1 2 3 4
8 7 6 5
13
12
14 15 16 17 18
BLK
1
BLK
1
19
1 2
4 3
BLK
2 BLK
3
GRASSLAND ROAD
TU
R
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B
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R
O
A
D
PROP HC
RAMP
PROP HC
RAMP
PROP 6' CONC
CROSSPAN
VERTICAL CURB & GUTTER
VERTICAL CURB & GUTTER
8'
5'
PROP ROW
PROP 15'
UTILITY ESMT
PROP ROW
PROPOSED EDGE
OF ASPHALT
36'
31.5'
PROP CL
PROP FL
PROP 10'
TYPE R
INLET
63'
31.5'
PROP HC
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PROP HC
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PROP 5' SW
PROP 5' SW
GR
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PROP 5' SW
PROP FL
PROP 5' SW
PROP 10'
TYPE R
INLET
12+52.68 GRASSLAND ROAD
21+81.75 STERNWHEELER DRIVE
8'
5'
36'
31.5'
63'
31.5'
8'
5'
PROP ROW
PROP ROW
PROP CL
PROP FL
PROP 5' SW
PROP FL
PROP 5' SW
PROP CURB
RAMP
PROP 6' CONC
CROSSPAN
1
2
3
4
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1 2 3 4
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ST
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Δ
ASPEN
0'
SCALE: 1" = 50'
50'100'
SHEET No:
PR
O
J
E
C
T
/
L
O
C
A
T
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:
DR
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OF
CHECKED BY:
DESIGNED BY:
DRAWN BY:
DE
S
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V
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S
E
D
B
Y
:
AP
P
R
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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:
SO
N
D
E
R
S
E
A
S
T
FO
R
T
C
O
L
L
I
N
S
,
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R
L
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N
E
P
L
A
N
A
N
D
P
R
O
F
I
L
E
C-056
56 84
AUGUST 7, 2024
105-001
RCM
RCM
JRG
0'5'10'
VERTICAL SCALE: 1" - 5'
NOTES:
LEGEND
PROPOSED
GRADE
EXISTING
GROUND
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.
GR
A
S
S
L
A
N
D
R
O
A
D
PL
A
N
V
I
E
W
GR
A
S
S
L
A
N
D
R
O
A
D
CE
N
T
E
R
L
I
N
E
P
R
O
F
I
L
E
KEY MAP - 1" = 1000'
056
KEY MAP - 1" = 1000'
5055
5060
5065
5070
5075
5080
5085
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
SEE SHEET C-057
FOR CONTINUATION
5090
5055
5060
5065
5070
5075
5080
5085
5090
SEE SHEET C-059
SEE SHEET C-059
BL
K 3
BL
K
6
BL
K
7
9
10
11
12
16
15
14
13
7
8
9
10
14
13
1
2
11
1
2
3
4
8
7
6
5
1
2
3
6
5
4
7
8
9
14
13
12
1
2
3
19
2
0
21
BL
K
7
BL
K
5
BL
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BL
K
6
BL
K
7
9
10
11
12
16
15
14
13
7
8
9
10
14
13
1
2
11
1
2
3
4
8
7
6
5
1
2
3
6
5
4
7
8
9
14
13
12
1
2
3
19
2
0
21
BL
K
7
BL
K
5
BL
K 3
BL
K
6
BL
K
7
9
10
11
12
16
15
14
13
7
8
9
10
14
13
1
2
11
1
2
3
4
8
7
6
5
1
2
3
6
5
4
7
8
9
14
13
12
1
2
3
19
2
0
21
BL
K
7
BL
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5
8'
5'
GREENSPACE ROAD
PROP HC
RAMP
PROP HC
RAMP
PROP 6' CONC
CROSSPAN
21+31.39 GREENSPACE ROAD
15+59.76 MEADOWLARK ROAD
NA
T
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P
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PROP
AREA
INLET
36
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31
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5
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63
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31
.
5
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8'
5'
VERTICAL CURB & GUTTER
PROP HC
RAMP
PROP HC
RAMP
PROP 6' CONC
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18+21.39 GREENSPACE ROAD
10+00.00 NATURE PARK WAY
VERTICAL CURB & GUTTER
VERTICAL CURB & GUTTER
VERTICAL CURB & GUTTER
8'
5'
36
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31
.
5
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63
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31
.
5
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8'
5'
ME
A
D
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L
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PROP HC
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PROP ROW PROP CL
PROP FL
PROP 5' SW
PROP FL
PROP 5' SW
PROP CURB
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PROP HC
RAMP
PROP HC
RAMP PROP HC
RAMP
PROP ROW
PROP ROW
PROP CL
PROP FL
PROP 5' SW
PROP FL
PROP 5' SW
PROP CURB
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PROP HC
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PROP
CURB CUT
PROP
CURB
RAMP
PROP CURB
RAMP
PROP HC
RAMP
24+34.39 GREENSPACE ROAD
10+00.00 FIELD POINT WAY
28+78.60 GREENSPACE ROAD
25+43.64 PARKLAND ROAD
PROP HC
RAMP
PROP HC
RAMP
PROP HC
RAMP
PROP HC
RAMP
PROP 10'
TYPE R
INLET
PROP 10'
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INLET
FI
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PROP 6' CONC
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PROP
AREA
INLET
1
2
3
4
BLK1
BLK1
BLK1
5
6
7
8 9 10 11
BLK2
5 6
BLK3
BLK4
BLK5 BLK6
BLK
7
1 2 3 4
8 7 6 5
9 10 11 12
16 15 14 13
7 8 9 10
14 13 12 11
1 2 3 4
8 7 6 5
1 2 3
6 5 4
7 8 9 10
14 13 12 11
13
12
14 15 16 17 18
BLK1
BLK1
BLK1
19
20
21
22
23
24
25
26
27
28
29
30
31
32
36 35 34
33
1 2 3 4
5
6
7
8
9
10
11
12
13
1415
16
17
18
19 2021
BLK
4
BLK7BLK5
1 2 3 4 5 6 7 8 9 10 11
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3 4 5 6 7 8 9
11
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BLK10 BLK10
BLK
11
BLK12
BLK14
1
2
3
4
5
6
7
8
9
BLK15
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
BLK15
BLK15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
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1
16
2
15
3
14
4
13
5
12
6
11
7
10
8
9
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BLK16
BLK17
BLK19
BLK18
BLK21
1
2
3
4
5
6
7
8
9
10
11
12
1
2
3
4
5
6
7
8
9
10
1
2
3
4
6 7 8
9
11
10
12
13
14
5
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19202122
1 2 3 4
5
6
7
8
9
101112131415
1 2 3 4 5 6 7 8 9 10 11
15
12 13 14
22
23242526272829
21
20
35 34
1 2 3 4 5 6 7 8 9
1011121314
1 2 3 4 5 6
7
8
9
10
11
12
14
16
17
18
19
20
22
15161718
19 20 21 22 23 24 25 26 27 28
BLK11
BLK14
27 28 29 30 31 32 33 34
35
36
37
38
39
47 46 45 44 43 42 41 40
BLK12
BLK12
BLK12
8 7
1 2
4 3
1 2
4 3
5 6
16 15
BLK2 BLK3
BLK1
BLK
20
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P
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BUILDING A3 STORY18 UNIT
BUILDING B3 STORY18 UNIT
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SCALE: 1" = 50'
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C-057
57 84
AUGUST 7, 2024
105-001
RCM
RCM
JRG
0'5'10'
VERTICAL SCALE: 1" - 5'
NOTES:
LEGEND
PROPOSED
GRADE
EXISTING
GROUND
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.
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SEE SHEET C-058
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SCALE: 1" = 50'
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C-058
58 84
AUGUST 7, 2024
105-001
RCM
RCM
JRG
0'5'10'
VERTICAL SCALE: 1" - 5'
NOTES:
LEGEND
PROPOSED
GRADE
EXISTING
GROUND
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.
FI
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KEY MAP - 1" = 1000'
058
KEY MAP - 1" = 1000'
5055
5060
5065
5070
5075
5080
10+00 11+00 12+00
SEE SHEET C-059 FOR
CONTINUATION
5055
5060
5065
5070
5075
5080
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5050 5050
13+00 14+00 15+00 16+00 17+00
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1
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Δ
AS
P
E
N
0'
SCALE: 1" = 50'
50'100'
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:
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:
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.
#
1 2 3 4 5 6 7
PRE
L
I
M
I
N
A
R
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NOT
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
project no:
date:
SO
N
D
E
R
S
E
A
S
T
FO
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T
C
O
L
L
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S
,
C
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L
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A
D
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ST
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R
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W
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R
D
R
/
C
O
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R
T
C
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P
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A
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A
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R
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F
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C-059
59 84
AUGUST 7, 2024
105-001
RCM
RCM
JRG
0'5'10'
VERTICAL SCALE: 1" - 5'
NOTES:
LEGEND
PROPOSED
GRADE
EXISTING
GROUND
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.
ST
E
R
N
W
H
E
E
L
E
R
D
R
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/
C
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A
N
V
I
E
W
ST
E
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W
H
E
E
L
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D
R
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V
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/
C
O
U
R
T
CE
N
T
E
R
L
I
N
E
P
R
O
F
I
L
E
KEY MAP - 1" = 1000'
059
KEY MAP - 1" = 1000'
5055
5060
5065
5070
5075
5080
SEE SHEET C-056
5055
5060
5065
5070
5075
5080
SEE SHEET C-051
5050 5050
15+00 16+00 17+00
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Δ
ASPEN
0'
SCALE: 1" = 50'
50'100'
SHEET No:
PR
O
J
E
C
T
/
L
O
C
A
T
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N
:
DR
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OF
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D
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:
AP
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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
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project no:
date:
SO
N
D
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R
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E
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N
A
N
D
P
R
O
F
I
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E
C-060
60 84
AUGUST 7, 2024
105-001
RCM
RCM
JRG
0'5'10'
VERTICAL SCALE: 1" - 5'
NOTES:
LEGEND
PROPOSED
GRADE
EXISTING
GROUND
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.
NA
T
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R
E
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R
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KEY MAP - 1" = 1000'
060
KEY MAP - 1" = 1000'
5050
5055
5060
5065
5070
5075
5080
5085
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
5050
5055
5060
5065
5070
5075
5080
5085
SEE SHEET C-061
FOR CONTINUATION
SEE SHEET C-057
SEE SHEET C-057
5045 5045
10
2
3
24
25
26 27
28 29
30
31
32
36
3
5
34
33
6
7
8 9 10
11
12
13
14
15
16
1718
19
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PROP 10'
TYPE R
INLET
WA
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INLET
NATURE PARK WAY
PROP HC
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PROP HC
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PROP 6' CONC
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PROP ROW
PROP ROW
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29
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PROP CL
PROP FL 59
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PROP HC
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DR
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20
21
22
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7
8
9
10
11
12
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16
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18
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1 2 3 4
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7
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1 2 3 4 5 6 7 8 9 10 11
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22
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1 2 3 4 5 6
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11
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17
18
19
20
22
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19 20 21 22 23 24 25 26 27 28
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SCALE: 1" = 50'
50'100'
SHEET No:
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#
1 2 3 4 5 6 7
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C-061
61 84
AUGUST 7, 2024
105-001
RCM
RCM
JRG
0'5'10'
VERTICAL SCALE: 1" - 5'
NOTES:
LEGEND
PROPOSED
GRADE
EXISTING
GROUND
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.
NA
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KEY MAP - 1" = 1000'
061
KEY MAP - 1" = 1000'
5050
5055
5060
5065
5070
5075
5080
17+00 18+00
5050
5055
5060
5065
5070
5075
5080
SEE SHEET C-051
SE
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19+00 20+00 21+00 22+00 23+00 24+00
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4
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16
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20
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25
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STERNWHEELER DRIVE
8'
5'
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.
5
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63
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31
.
5
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8'
5'
VERTICAL CURB & GUTTER
PROP HC
RAMP
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14+29.23 STERNWHEELER DRIVE
12+97.72 MORNING STAR DRIVE
VERTICAL CURB & GUTTER
PROP HC
RAMP
PROP HC
RAMP
PROP HC
RAMP
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RAMP
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RAMP
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PROP 10'
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PROP CURB
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PROP CURB
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17+30.49 STERNWHEELER DRIVE
10+00.00 WALKING STICK WAY
PROP HC
RAMP
PROP HC
RAMP
PROP HC
RAMP
20+13.82 STERNWHEELER DRIVE
10+00.00 PATHWAY ROAD
PROP HC
RAMP
PROP HC
RAMP
PROP HC
RAMP
PROP ROW
PROP 5' SW
PROP FL
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20
21
22
23
24
25
26
27
28
29
30
31
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6
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10
11
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3
4
5
6
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11
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12
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8
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Δ
AS
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0'
SCALE: 1" = 50'
50'100'
SHEET No:
PR
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/
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:
DR
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OF
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#
1 2 3 4 5 6 7
PRE
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project no:
date:
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C-062
62 84
AUGUST 7, 2024
105-001
RCM
RCM
JRG
0'5'10'
VERTICAL SCALE: 1" - 5'
NOTES:
LEGEND
PROPOSED
GRADE
EXISTING
GROUND
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.
ST
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KEY MAP - 1" = 1000'
062
KEY MAP - 1" = 1000'
5055
5060
5065
5070
5075
5080
SEE SHEET C-064
5055
5060
5065
5070
5075
5080
SEE SHEET C-065
5050
5045
5050
5045
10+00 11+00 12+00
SE
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SEE SHEET C-066
SEE SHEET C-066
13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00
14 13 12 11 14 13
12
11
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1516171819202526
16 15
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3 STORY
18 UNIT
BUILDING B
3 STORY
18 UNIT
BLK
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BLK
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24
12 13
14
212223
BUILDING D
3 STORY
18 UNIT
BUILDING A
3 STORY
18 UNIT
28+78.60 GREENSPACE ROAD
25+43.64 PARKLAND ROAD
PARKLAND ROAD
PROP CURB
RAMP
PR
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P
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C
8'
5'
36'
31.5'
63'
31.5'
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31.5'
PROP CL
PROP FL
63'
31.5'
PROP 5' SW
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PROP FL
PROP 5' SWPROP HC
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29+12.46 PARKLAND ROAD
25+18.25 HIGH MEADOW ROAD
PROP ROW
PROP HC
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PROP AREA INLET
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1
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1 2 3 4
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SCALE: 1" = 50'
50'100'
SHEET No:
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C-063
63 84
AUGUST 7, 2024
105-001
RCM
RCM
JRG
0'5'10'
VERTICAL SCALE: 1" - 5'
NOTES:
LEGEND
PROPOSED
GRADE
EXISTING
GROUND
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.
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5055
5060
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5060
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5070
5075
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SEE SHEET C-052
5050
5045
5050
5045
SEE SHEET C-062
FOR CONTINUATION
SEE SHEET C-057
25+0020+00
SEE SHEET C-052
24+0023+0022+0021+0020+0019+00 26+00 27+00 28+00 29+00
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BUILDING A
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Δ
ASPEN
0'
SCALE: 1" = 50'
50'100'
SHEET No:
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1 2 3 4 5 6 7
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C-064
64 84
AUGUST 7, 2024
105-001
RCM
RCM
JRG
0'5'10'
VERTICAL SCALE: 1" - 5'
NOTES:
LEGEND
PROPOSED
GRADE
EXISTING
GROUND
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.
PA
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064
KEY MAP - 1" = 1000'
5055
5060
5065
5070
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5070
5075
SEE SHEET C-052
5050
5045
5050
5045
SEE SHEET C-062
SEE SHEET C-063
16+00
SEE SHEET C-052
15+0014+0013+0012+0011+0010+00 17+00
SEE SHEET C-065
5040 5040
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SCALE: 1" = 50'
50'100'
SHEET No:
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C-065
65 84
AUGUST 7, 2024
105-001
RCM
RCM
JRG
0'5'10'
VERTICAL SCALE: 1" - 5'
NOTES:
LEGEND
PROPOSED
GRADE
EXISTING
GROUND
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.
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SCALE: 1" = 50'
50'100'
SHEET No:
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66 84
AUGUST 7, 2024
105-001
RCM
RCM
JRG
0'5'10'
VERTICAL SCALE: 1" - 5'
NOTES:
LEGEND
PROPOSED
GRADE
EXISTING
GROUND
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.
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SCALE: 1" = 50'
50'100'
SHEET No:
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C-067
67 84
AUGUST 7, 2024
105-001
RCM
RCM
JRG
0'5'10'
VERTICAL SCALE: 1" - 5'
NOTES:
LEGEND
PROPOSED
GRADE
EXISTING
GROUND
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.
MO
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067
KEY MAP - 1" = 1000'
5055
5060
5065
5070
5075
SE
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-
0
5
3
5050
5045
SEE SHEET C-067
SEE SHEET C-053
17+00 18+00
5080
5055
5060
5065
5070
5075
5050
5045
5080
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BL
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BL
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11
BL
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12
6
7
8
9
10
11
15
12
13
14
22
23
24
25
26
27
28
29
21
5
6
7
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11
12
13
14
1
2
3
4
24
25
26
27
28
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27
28
29
30
31
47
46
45
44
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FAIRWATER DRIVE VERTICAL CURB & GUTTER
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PROP CURB
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17+77.45 MORNING STAR DRIVE
PROP HC
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N
0'
SCALE: 1" = 50'
50'100'
SHEET No:
PR
O
J
E
C
T
/
L
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C
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:
DR
A
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OF
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#
1 2 3 4 5 6 7
PRE
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A
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NOT
F
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C
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S
T
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C
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project no:
date:
SO
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C-068
68 84
AUGUST 7, 2024
105-001
RCM
RCM
JRG
0'5'10'
VERTICAL SCALE: 1" - 5'
NOTES:
LEGEND
PROPOSED
GRADE
EXISTING
GROUND
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.
FA
I
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W
A
T
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R
D
R
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PL
A
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FA
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CE
N
T
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R
L
I
N
E
P
R
O
F
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KEY MAP - 1" = 1000'
068
KEY MAP - 1" = 1000'
5055
5060
5065
5070
5075
5055
5060
5065
5070
5075
SEE SHEET C-067
5050
5045
5050
5045
10+00 11+00 12+00
SE
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S
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C
-
0
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5
SEE SHEET C-066
13+00 14+00
SEE SHEET C-065
5040 5040
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K
14
1
2
3
4
6
7
8
9
BL
K
16
1
2
3
4
5
17
18
19
20
21
22
7
8
9
10
11
12
14
16
17
18
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TRAILWAY ROAD
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0'
SCALE: 1" = 50'
50'100'
SHEET No:
PR
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C
T
/
L
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C
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:
DR
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OF
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RE
V
.
#
1 2 3 4 5 6 7
PRE
L
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M
I
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A
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Y
NOT
F
O
R
C
O
N
S
T
R
U
C
T
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project no:
date:
SO
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R
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P
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A
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D
P
R
O
F
I
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C-069
69 84
AUGUST 7, 2024
105-001
RCM
RCM
JRG
0'5'10'
VERTICAL SCALE: 1" - 5'
NOTES:
LEGEND
PROPOSED
GRADE
EXISTING
GROUND
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.
TR
A
I
L
W
A
Y
R
O
A
D
PL
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N
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P
R
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F
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KEY MAP - 1" = 1000'
069
KEY MAP - 1" = 1000'
5055
5060
5065
5070
5055
5060
5065
5070
SEE SHEET C-053
5050
5045
5050
5045
10+00 11+00 12+00
SEE SHEET C-067
13+00 14+00
SEE SHEET C-053
15+00 16+00
5040
5035
5040
5035
SEE SHEET C-070
BLK
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1 2 3 4
56789
BLK
15
1
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31.5'
63'
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SCALE: 1" = 50'
50'100'
SHEET No:
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C-070
70 84
AUGUST 7, 2024
105-001
RCM
RCM
JRG
0'5'10'
VERTICAL SCALE: 1" - 5'
NOTES:
LEGEND
PROPOSED
GRADE
EXISTING
GROUND
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.
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070
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5055
5060
5065
5070
5055
5060
5065
5070
SEE SHEET C-053
5050
5045
5050
5045
10+00 11+00 12+00
SEE SHEET C-069
13+00 14+00
SEE SHEET C-053
15+00 16+00
5040
5035
5040
5035
20
21
22
23
26
12345678
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Δ
ASPEN
0'
SCALE: 1" = 50'
50'100'
SHEET No:
PR
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DR
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#
1 2 3 4 5 6 7
PRE
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project no:
date:
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C-071
71 84
AUGUST 7, 2024
105-001
RCM
RCM
JRG
0'5'10'
VERTICAL SCALE: 1" - 5'
NOTES:
LEGEND
PROPOSED
GRADE
EXISTING
GROUND
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.
GR
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KEY MAP - 1" = 1000'
071
KEY MAP - 1" = 1000'
5055
5060
5065
SEE SHEET C-072
FOR CONTINUATION
5050
5045
10+00 11+00 12+00
SEE SHEET C-054
13+00 14+00
SEE SHEET C-075
15+00 16+00
5040
5035
17+00 18+00 19+00 20+00 21+00
5030
5025
5055
5060
5065
5050
5045
5040
5035
5030
5025
SEE SHEET C-074SEE SHEET C-054
6
7
8
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HI
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VERTICAL CURB & GUTTER
PROP ROW
PROP 5' SW
PROP FL
PROP ROW
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PROP FL
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21+39.81 WELLNESS ROAD
13+22.68 CLIPPER WAY
PROP CL
1
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17
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SCALE: 1" = 50'
50'100'
SHEET No:
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C-072
72 84
AUGUST 7, 2024
105-001
RCM
RCM
JRG
0'5'10'
VERTICAL SCALE: 1" - 5'
NOTES:
LEGEND
PROPOSED
GRADE
EXISTING
GROUND
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.
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KEY MAP - 1" = 1000'
5055
5060
5065
SEE SHEET C-054
5050
5045
SEE SHEET C-071
FOR CONTINUATION
SEE SHEET C-054
5040
5035
18+00 19+00 20+00 21+00
5030
5025
5055
5060
5065
5050
5045
5040
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5030
5025
SEE SHEET C-073
22+00 23+00 24+00 25+00 26+00 27+00 28+00
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20+28.78 CLIPPER WAY
46+85.16 HIGH MEADOW ROAD
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Δ
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SCALE: 1" = 50'
50'100'
SHEET No:
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C-073
73 84
AUGUST 7, 2024
105-001
RCM
RCM
JRG
0'5'10'
VERTICAL SCALE: 1" - 5'
NOTES:
LEGEND
PROPOSED
GRADE
EXISTING
GROUND
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.
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SCALE: 1" = 50'
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C-074
74 84
AUGUST 7, 2024
105-001
RCM
RCM
JRG
0'5'10'
VERTICAL SCALE: 1" - 5'
NOTES:
LEGEND
PROPOSED
GRADE
EXISTING
GROUND
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.
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SEE SHEET C-073
13+00 14+00
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P
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N
0'
SCALE: 1" = 50'
50'100'
SHEET No:
PR
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C
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/
L
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A
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N
:
DR
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.
#
1 2 3 4 5 6 7
PRE
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I
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N
project no:
date:
SO
N
D
E
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A
S
T
FO
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C
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L
L
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C-075
75 84
AUGUST 7, 2024
105-001
RCM
RCM
JRG
0'5'10'
VERTICAL SCALE: 1" - 5'
NOTES:
LEGEND
PROPOSED
GRADE
EXISTING
GROUND
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.
CL
A
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PL
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P
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F
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E
KEY MAP - 1" = 1000'
075
KEY MAP - 1" = 1000'
5030
5035
5040
5045
5050
SEE SHEET C-071
5025
5020
10+00 11+00 12+00
SE
E
S
H
E
E
T
C
-
0
7
1
13+00 14+00
SEE SHEET C-055
5030
5035
5040
5045
5050
5025
5020
15+00 16+00
50155015
SHEET No:
PR
O
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C
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/
L
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C
A
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O
N
:
DR
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.
#
1 2 3 4 5 6 7
PRE
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S
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project no:
date:
SO
N
D
E
R
S
E
A
S
T
FO
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C
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L
L
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A
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L
S
C-076
76 84
AUGUST 7, 2024
105-001
JRG
JRG
JRG
SHEET No:
PR
O
J
E
C
T
/
L
O
C
A
T
I
O
N
:
DR
A
W
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.
#
1 2 3 4 5 6 7
PRE
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C
T
I
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N
project no:
date:
SO
N
D
E
R
S
E
A
S
T
FO
R
T
C
O
L
L
I
N
S
,
C
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O
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A
D
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WA
T
E
R
D
E
T
A
I
L
S
C-077
77 84
AUGUST 7, 2024
105-001
JRG
JRG
JRG
SHEET No:
PR
O
J
E
C
T
/
L
O
C
A
T
I
O
N
:
DR
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.
#
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PRE
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S
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C
T
I
O
N
project no:
date:
SO
N
D
E
R
S
E
A
S
T
FO
R
T
C
O
L
L
I
N
S
,
C
O
L
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A
D
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T
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R
D
E
T
A
I
L
S
C-078
78 84
AUGUST 7, 2024
105-001
JRG
JRG
JRG
SHEET No:
PR
O
J
E
C
T
/
L
O
C
A
T
I
O
N
:
DR
A
W
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:
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.
#
1 2 3 4 5 6 7
PRE
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NOT
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S
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C
T
I
O
N
project no:
date:
SO
N
D
E
R
S
E
A
S
T
FO
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C
O
L
L
I
N
S
,
C
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A
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D
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T
A
I
L
S
C-079
79 84
AUGUST 7, 2024
105-001
JRG
JRG
JRG
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:
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:
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V
.
#
1 2 3 4 5 6 7
PRE
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Y
NOT
F
O
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C
O
N
S
T
R
U
C
T
I
O
N
project no:
date:
SO
N
D
E
R
S
E
A
S
T
FO
R
T
C
O
L
L
I
N
S
,
C
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L
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A
D
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RO
A
D
W
A
Y
D
E
T
A
I
L
S
C-080
80 84
AUGUST 7, 2024
105-001
JRG
JRG
JRG
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
2'-0"
6"
1"
9"
6"
1'-0"
3"
DRIVE OVER CURB & GUTTER
ON SITE
(SPECIAL)
2'-0"
6"
1"
10
.
5
"
6"
1'-1"
4.
5
"
DRIVE OVER CURB & GUTTER
ON SITE
5"
6"
*3'
CURB
ZERO HEIGHT
VERTICAL
CURB
TRANSITION
1'
6"
VARIES
TYPICAL CURB RETURN
TRANSITION DETAIL
VERTICAL CURB
VERTICAL CURB
RO
L
L
O
V
E
R
C
U
R
B
PCR
FOR CURB RETURN
SIDE WALK
5 ' TRANSITION TO
VERTICAL CURB
AND GUTTER
*TRANSITION LENGTH SHALL BE 3' WHEN BACK OF CURB IS ADJACENT TO
LANDSCAPED AREAS. TRANSITION LENGTH SHALL BE 6' WHEN BACK OF
CURB IS ADJACENT TO SIDEWALKS OR PEDESTRIAN PATHS.
SHEET No:
PR
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E
C
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L
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C
A
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DR
A
W
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N
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:
OF
CHECKED BY:
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V
.
#
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C
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I
O
N
project no:
date:
SO
N
D
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R
S
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A
S
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FO
R
T
C
O
L
L
I
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S
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C
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A
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A
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A
Y
D
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T
A
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C-081
81 84
AUGUST 7, 2024
105-001
JRG
JRG
JRG
SHEET No:
PR
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J
E
C
T
/
L
O
C
A
T
I
O
N
:
DR
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D
B
Y
:
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V
.
#
1 2 3 4 5 6 7
PRE
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Y
NOT
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O
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C
O
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S
T
R
U
C
T
I
O
N
project no:
date:
SO
N
D
E
R
S
E
A
S
T
FO
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C
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L
L
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D
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T
A
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L
S
C-082
82 84
AUGUST 7, 2024
105-001
JRG
JRG
JRG
PLASTIC STORM BEDDING DETAIL
SHEET No:
PR
O
J
E
C
T
/
L
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C
A
T
I
O
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:
DR
A
W
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N
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.
#
1 2 3 4 5 6 7
PRE
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I
N
A
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Y
NOT
F
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C
O
N
S
T
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C
T
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project no:
date:
SO
N
D
E
R
S
E
A
S
T
FO
R
T
C
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L
L
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G
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D
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A
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C-083
83 84
AUGUST 7, 2024
105-001
JRG
JRG
JRG
CC
A
A
B
B
SECTION C-C
SECTION A-A SECTION B-B
WELL SCREEN FLOW CONTROL PLATE
PLAN
GENERAL NOTES
SECTION D-D
D
D
A A
ABBREVIATIONS
LEGEND
SHEET No:
PR
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D
B
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:
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D
B
Y
:
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V
.
#
1 2 3 4 5 6 7
PRE
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R
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C
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N
project no:
date:
SO
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D
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FO
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C
O
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L
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C
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R
A
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A
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E
D
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A
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C-084
84 84
AUGUST 7, 2024
105-001
JRG
JRG
JRG