HomeMy WebLinkAboutCOUNTRY CLUB RESERVE - FDP180030 - DOCUMENT MARKUPS - ROUND 5 - SITE PLANV.P.
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COUNTRY CLUB RESERVE These drawings are
instruments of service
provided by Northern
Engineering Services, Inc.
and are not to be used for
any type of construction
unless signed and sealed by
a Professional Engineer in
the employ of Northern
Engineering Services, Inc.
NOT FOR CONSTRUCTION
BID SET
301 North Howes Street, Suite 100
Fort Collins, Colorado 80521
E NGINEER ING
N O R T H E RN
PHONE: 970.221.4158
www.northernengineering.com
CS3
CONSTRUCTION NOTES
GENERAL AND
3
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
BOXELDER SANITATION DISTRICT
UTILITY PLAN APPROVAL
BOXELDER SANITATION DISTRICT CONSTRUCTION NOTES
1. Existing Utility Locates: It shall be the responsibility of the Contractor to coordinate field locates of all existing utilities prior to commencement of any
construction. Contractor shall also notify all affected utility companies prior to commencing construction. In the event of damage to any existing
utility, the contractor shall immediately notify the owner of the utility involved and unless authorized in writing by the owner of the subject utility, shall
not attempt to make repairs. The cost of repairs shall be the responsibility of the Contractor.
2. District Owned Easement Pictures: Contractor to provide sequential digital pictures spaced at no more than 300 feet detailing conditions of the
off-site Boxelder Owned Easement Conditions and any structures that could be affected, to the District and the property owner prior to the start of
any off-site work. These pictures shall include all existing fence, ditches, ditch structures, out buildings, water troughs, trees and all other
landscaping. Pictures are to be placed at no more than four (4) pictures on a 11x8 sheet of photo paper inserted into transparent sleeves and
delivered with the drawings of record in a three (3) ring binder.
3. Protection of Property: Contractor shall continuously maintain adequate protection from damage of all public and private property through which the
work is done.
4. Safety: All sewer main installation within the District shall be subject to current (Occupational Safety and Heath Association (OSHA) and the
Colorado Safety Association, (CSA) safety requirements. Contractor shall also comply with any and all requirements and regulations as set forth by
City, County, State and Federal agencies having applicable authority.
5. Start of Construction: No construction shall begin without prior design review of the District. The District shall be notified 48 hours in advance of
starting construction or testing to allow for scheduling.
6. Road Excavation Permits: In event that State, County or City road excavation permit(s) are required, the Contractor is responsible for obtaining all
road permits which may be required.
7. Other Permits: The Contractor shall be responsible for obtaining all permits required for construction.
8. Revisions: No verbal authorization for field revision shall be given. All requests for field revision shall be made in writing accompanied by proposed
change indicated on copy of the approved design drawings. Any field revision approved and installed shall also be accurately documented on the
Drawings of Record.
9. Materials: Plastic Pipe -All gravity sanitary sewer piping shall be Polyvinyl Chloride (PVC) unless otherwise noted on the approved drawings. Pipe
15" and smaller shall conform to ASTM D3034, Type PSM, and SDR 35. Pipe 18" and larger shall conform to ASTM F679. All fittings shall be
(PVC) unless otherwise noted.
10. Pipe Cover: A minimum cover of 3-1/2 feet of cover shall be maintained throughout the sewer line and service line installation.
11. Bedding: All sewer main installation shall include bedding. Bedding shall be ¾" washed rock uniformly graded and compacted. Refer to force main
desgin for force main bedding requirements. Trench shall be excavated to a depth below established grade equal to ¼ of pipe diameter (min. 4").
Bell depressions shall be provided for all joints. In event that unstable trench conditions are encountered at pipeline grade 1-1/2" uniformly graded
washed rock shall be used for stabilization. Bedding material shall be placed and compacted under and around sides of the pipe. Place bedding in
such a manner as to provide solid, uniform bearing surface for full length of barrel. Minimum 30" initial lift above pipe before other than hand
compaction equipment is to be used. Note maximum trench width detail.
12. Backfill: Backfilling of trench shall be performed as soon as practical, subsequent to inspection and approval. Backfilling of acceptable material shall
not be placed in lifts of greater than one (1) foot. Backfill shall be compacted to 95% of optimum density in roadway and residential areas and 90%
in all off-site easement areas unless otherwise noted. Compaction testing of bedding and back fill shall be at least five tests per 1,000 feet and at
varying depths and locations in accordance with the requirements of the applicable authority or as required in project specific specifications.
13. Concrete: All concrete construction shall be completed utilizing 3,000 psi at twenty-eight (28) days or equal concrete.
14. Pavement or Other Repairs: In event that asphalt or concrete pavement, sidewalks, storm sewers, waterline or any other public or privately owned
property is damaged or requires reconstruction due to the work, repairs or replacement will be made in accordance with the requirements of the
appropriate governing authority. Private property will be returned to its original condition or as close to original condition as reasonably possible,
unless otherwise noted on the drawings.
15. Service Taps on Existing Lines: All taps made on existing lines shall be completed at developer's expense by District personnel or the District's
authorized contractor with no exception.
16. Inspection: Construction shall conform to District Standards and Specifications or project specific specifications at all times. The District shall
inspect the construction as necessary and shall observe all line testing. The District shall have the authority to ascertain that all construction of
facilities is equal to or better than minimum construction requirements as set forth in
17. Testing: All lines shall be pressure tested and flushed by the Contractor in accordance with District Standards and Specifications and under the
District's supervision. Upon passing, copies of all passing test results including soils compaction in the area of sewer main construction shall be
provided to the District.
18. Acceptance: Upon completion of all utility construction (sewer and other) and fulfillment of all District requirements, preliminary acceptance of new
sewer system improvements will occur in accordance with District's acceptance procedure.
19. Warranty: The Contractor shall warrant the materials, installation, workmanship and surface restoration for a period of two years from date of
preliminary acceptance. During this warranty period the Developer shall promptly repair any defects in the work and maintain the work area. At the
close of the two-year warranty period the District will make a field inspection. Upon satisfactory correction of any deficiencies noted the District
would make final acceptance of the lines and work. The lines and the appurtenances shall then become the sole property and responsibility of
Boxelder Sanitation District.
20. Drawings of Record and Total Costs: Within 90 days of preliminary acceptance of the new facilities, the District shall be provided with acceptable
Drawings of Record of the complete system consisting of two sets of fill size reproduced prints, two sets of ½-size reproduced prints, one set of 6
mil double matted reproducible mylars and one complete digital file equivalent (software and version to be confirmed at time of delivery). Written
confirmation of the total cost of all sewer system improvements shall also be submitted with the Drawings of Record.
EAST LARIMER COUNTY WATER DISTRICT GENERAL NOTES FOR CONSTRUCTION
1. Standard and Specification: Construction shall be per the East Larimer County Water District Standard Construction Specifications in effect at the
start of constructions.
2. Locates: It shall be the responsibility of the Contractor to coordinate field locates of all existing utilities prior to commencement of any construction.
Contractor shall also notify all affected utility companies prior to commencing construction. In event of damage to any existing utility Contractor shall
immediately notify owner of the utility involved and, unless authorized in writing by the owner of the subject utility, shall not attempt to make repairs.
Cost of repairs shall be the responsibility of the Contractor.
3. Damage to Property: Contractor shall continuously maintain adequate protection from damage of all public and private property through which the
work is done.
4. Safety: All water main installation within the ELCO Water District shall be subject to current OSHA and COSHA safety requirements. Contractor
shall also comply with any and all requirements and regulations as set forth by City, County, State and Federal agencies having applicable
authority.
5. Landscaping Adjacent to District Waterlines: No landscaping (bushes, shrubs, trees or other plantings) that has a mature height of over 3 feet
(3-ft)shall be placed within ten feet (10-ft) of any District waterline (distribution main, service line, meter, etc.). The District shall have the right to
remove any landscaping that violates this standard, at any time such landscaping is discovered, and shall not be required to replace the removed
landscaping.
6. Design Approval and Notice of Construction Start: No construction shall begin without prior design approval from ELCO. District shall be notified 48
hours in advance of starting construction or testing to allow for scheduling. District shall inspect the construction as necessary and shall observe all
line testing. Construction or testing shall conform to District Specifications at all times. In event that State or City road excavation permit(s) are
required Contractor shall notify District of proposed construction schedule well in advance to allow time for District to obtain the required permit(s).
7. Permits: Contractor is responsible for obtaining all County road permits which may be required.
8. Changes During Construction: No verbal authorization for field revision shall be given. All requests for such field revision shall be made in writing
accompanied by proposed change indicated on copy of the approved design drawings. Any field revision approved and installed shall also be
accurately documented on As-Built drawings as detailed below in these Notes.
9. Materials of Construction:
a. Pipe - All water piping shall be Polyvinyl Chloride (PVC). All PVC piping through 12-inch shall be manufactured in accordance with AWWA
Standard C900, "Polyvinyl Chloride (PVC) Pressure Pipe, 4-inch through 12-inch, For Water Distribution", Class 150 (DR 18). All PVC piping
14-inch through 24-inch shall be manufactured in accordance with AWWA Standard C905, "Polyvinyl Chloride (PVC) Water Transmission Pipe,
Nominal Diameters 14-inch through 36", Class 200 (DR 18). Pipe with a diameter greater than 24 inches shall be specified based on engineered
design. Pipe size shall be as shown on the approved plans. All non-metal water piping shall be installed with a twelve (12) gauge braided
copper wire, plastic coated, six hundred (600) volt taped to top of pipe and surfaced at each valve as a tracer wire. Pipe joints shall be made
using an integral bell with an elastomeric gasket push-on type joint or using machined couplings of a sleeve type with rubber ring gaskets and
machined pipe ends to form a push-on type joint. All materials installed shall be free of manufacturer defects. Any defective or damaged
materials noted on the construction site shall be so marked and removed from the site. All fittings shall be mechanical joint, ductile iron,
manufactured in accordance with AWWA Standard C153. Fittings shall be furnished with a cement-mortar lining of standard thickness class with
a 250 psi pressure rating. Under no circumstances shall any PVC piping be installed utilizing mechanical equipment to seat the joints.
b. Gate Valves - Gate valves shall conform to AWWA Standard C509-87 with mechanical joint, 2" open left operating nut and resilient seat. Valve
shall be Mueller A-2380-20 or approved equal.
c. Butterfly Valves - Butterfly valves shall conform to AWWA Standard C504-80 with mechanical joint, 2" open left operating nut, resilient seat and
shall be equipped with sand bonnet. Valve shall be Mueller or approved equal.
d. Fire Hydrant Assembly - Hydrant shall conform to AWWA Standard C502-85, 1" square open right operating nut, no American Darling units.
Mueller Super Centurion with epoxy coated shoe or American Flo Control Waterous Pacer WB-67-250X with epoxy coated shoe.
e. Fittings - All fittings shall be swing assemblies with anchor couplings.
10. Pipe Wrap: All fittings, valves, fire hydrant shoes and plugs shall be poly-wrapped with 8-mil thick polyethylene plastic wrap, double layered, and
ends securely taped prior to backfill.
11. Bedding: All water main installation shall include bedding. Bedding shall be 3/4" washed rock uniformly graded and compacted. Trench shall be
excavated to a depth below established grade equal to 1/4 of pipe diameter (min. 4"). Bell depressions shall be provided for all joints. In event that
unstable trench conditions are encountered at pipeline grade 1-1/2" uniformly graded washed rock shall be used for stabilization. Bedding material
shall be placed and compacted under and around sides of the pipe. Place bedding in such a manner as to provide solid, uniform bearing surface
for full length of barrel. Minimum 30" backfill above pipe before other than hand compaction equipment is to be used. Note maximum trench width
detail.
12. Backfill: Backfilling of trench shall be performed as soon as practical, subsequent to inspection and approval. Backfilling of acceptable material shall
be placed in lifts not greater than one (1) foot. Backfill shall be compacted to 95% of optimum density in roadway areas and 90% in all other
locations. Compaction testing of bedding and backfill shall be at least five tests per 1,000 feet and at varying depths and locations in accordance
with the requirements of the applicable authority.
13. Joint Restraint: All fittings, tees, plugs, and fire hydrants shall be provided with anchor couplings and/or joint restraint in accordance with ELCO
Specifications. Thrust blocks shall be used only as required per field conditions and as approved or directed by the ELCO field inspector. .
14. Concrete: All concrete construction, including thrust blocks, shall be completed utilizing Type 5 or equal cement only.
15. Asphalt Replacement: In event that asphalt pavement is involved that has been in place less than two years (according to City or County Engineer's
record) and is cut, the cut shall be a minimum of 20 feet in width and will be replaced to the specified depth by a paving machine.
16. Pipe Cover: A minimum cover of 4-1/2 feet shall be maintained throughout the waterline and service line installation, particularly in areas of new
grading and drainage swales. Extra bury depth may be required to maintain minimum cover at drainage culvert crossings and/or fire hydrant runs.
Maximum allowable cover shall be 6 feet, unless specifically approved by the District.
17. Connection to Existing System: All connections to existing waterlines shall be completed at developer's expense by ELCO personnel or the
District's authorized contractor with no exception.
18. Inspection: ELCO shall have the authority to ascertain that all construction of facilities is equal to or better than minimum construction requirements
as set forth in the District's Specifications. The District shall also have the authority to assign an inspector to check any and all work, including all
materials to be incorporated in the work, excavation, bedding, backfill, testing and all construction methods and practices.
19. Testing and Acceptance: All lines shall be pressure tested, chlorinated and flushed by the Contractor in accordance with District Specifications and
under the District's supervision. Upon passing chlorination testing, bacteriological testing will be completed by an accredited water quality control
laboratory. Copies of all passing test results, including soils compaction in the area of water main construction, shall be provided to the District.
20. Project As-Built and Record Drawing Requirements:
a. As-built drawings are prepared by the contractor. They confirm, in red ink, on-site changes to the original construction documents. The As-built
drawings shall be forwarded to project's design engineer for conversion to Record Drawings.
b. Record Drawings are prepared by the project's design engineer and reflect on-site changes the contractor noted in the as-built drawings. The
Record Drawings shall be approved by ELCO prior to Preliminary Acceptance of the project. Record Drawings are to be delivered to the District
in hard copy (11 x 17 format) and electronic format. Hard copy drawing text font size shall be large enough to be legible with font size approved
by the District. Electronic format shall be delivered in Adobe .pdf, AutoCAD and ArcView shape files (release version to be confirmed with
District at time of submittal). These documents shall accurately reflect any change made in the field which varies from the approved construction
plan and including, at a minimum, field dimensions and elevations, horizontal and vertical locations of underground utilities and appurtenances.
Include with the Record Drawings a complete copy of the recorded Filing Plat and a written confirmation of total costs of all water system
improvements involved.
21. Warranty: The Contractor shall warrant all work associated with the waterline installation including, but not limited to the materials, installation
workmanship and surface restoration for a period of two years from date of Preliminary Acceptance. During this warranty period the Contractor shall
repair any defects in the work and maintain the work area. At the close of the two year warranty period and upon satisfactory correction of any
deficiencies noted, the District shall accept the constructed lines and appurtenances as the sole property and responsibility of the ELCO. EAST LARIMER COUNTY WATER DISTRICT
UTILITY PLAN APPROVAL
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OF:
SHEET NUMBER:
FORT COLLINS, CO 80524
COUNTRY CLUB
RESERVE
GROUP
landscape architecture|planning|illustration
444 Mountain Ave.
Berthoud,CO 80513
T
B
970.532.5891
TBGroup.us
PREPARED FOR
REVISIONS
SHEET INFORMATION
DATE
SEAL
7
PROJECT TITLE
SHEET TITLE
ISSUE DATE
HILLSIDE COMMERCIAL
GROUP, LLC
CALL 3 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
Call before you dig.
R
JUNE 30, 2020
FINAL
DEVELOPMENT
PLAN
1st Submittal 12/12/18
2nd Submittal 3/13/19
3rd Submittal 5/29/19
4th Submittal 6/30/20
Sheet Index
S 0.0 - OVERALL SITE PLAN / COVER SHEET & NOTES
S 1.0 - SITE PLAN
S 2.0 - SITE PLAN
S 3.0 - SITE PLAN
S 4.0 - SITE PLAN
S 5.0 - SITE PLAN
S 6.0 - SITE PLAN
Overall Site Plan
Cover Sheet & Notes
S 0.0
Legal Description
Owner's Certification of Approval:
THE UNDERSIGNED DOES/DO HEREBY CERTIFY THAT I/WE ARE THE LAWFUL OWNERS
OF REAL PROPERTY DESCRIBED ON THIS SITE PLAN AND DO HEREBY CERTIFY THAT
I/WE ACCEPT THE CONDITIONS AND RESTRICTIONS SET FORTH ON SAID SITE PLAN.
IN WITNESS WHEREOF, WE HAVE HEREUNTO SET OUR HANDS AND SEALS THIS THE
_______ DAY OF _______________________, 20_____.
OWNER , PROSPECTS STATION. A COLORADO LIMITED LIABILITY COMPANY
BY:___________________________________
CONSTANCE DOHN , MANAGER
NOTARIAL CERTIFICATE
STATE OF COLORADO)
COUNTY OF ___________________)
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME
BY________________________________________________
THIS ______ DAY OF ________________________, 20_____.
MY COMMISSION EXPIRES:_____________ __________________
NOTARY PUBLIC
(SEAL)
A TRACT OF LAND BEING THE NORTH HALF OF THE NORTHEAST QUARTER SECTION 30, TOWNSHIP 8
NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER,
STATE OF COLORADO.
Vicinity Map:
Site
SQUARE FEET ACRES % OF
RESIDENTIAL LOTS 945,402 21.70 27.1%
COMMON OPEN SPACE 2,039,550 46.82 58.3%*
INTERNAL ROW 325,828 7.48 9.3%
PERIMETER DEDICATED ROW 184,472 4.23 5.3%
TOTAL AREA: 3,492,994 80.19 100%
*PER LAND USE CODE SECTION 4.2(E)(2)(b), CLUSTER DEVELOPMENT SHALL SET ASIDE AT
LEAST 50% OF THE TOTAL LAND AREA OF THE PROPOSED DEVELOPMENT AS PRIVATE OR
PUBLIC OPEN SPACE THAT IS PERMANENTLY PRESERVED AS OPEN SPACE THROUGH
DEDICATION OF OWNERSHIP.
58% OF THE TOTAL PROJECT AREA HAS BEEN PRESERVED FOR OPEN SPACE TO BE
MAINTAINED BY THE HOA
*ANY FENCING INSTALLED AROUND OIL WELLS SHALL NOT REDUCE THE TOTAL OPEN SPACE
OF THE DEVELOPMENT TO LESS THAN 50%.
Area Coverage
Planning Approval:
BY THE DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES OF THE
CITY OF FORT COLLINS, COLORADO THIS__________DAY OF _________________________ A.D.,
20_______.
_____________________________________________________________________________________
DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES
Land-Use Statistics
EXISTING ZONING: UE - URBAN ESTATE
LAND USE: DETACHED SINGLE FAMILY
DEVELOPMENT STANDARD: RESIDENTIAL CLUSTER DEVELOPMENT
EXISTING BUILDINGS: 0
PROPOSED RESIDENTIAL UNITS 160 UNITS - SINGLE FAMILY
TOTAL AREA 3,492,994 - 80.19 ACRES
PERIMETER DEDICATED ROW 184,472 SF - 4.23 ACRES
NET LAND AREA: 3,308,522 SF - 75.95 ACRES
UNITS PER ACRE 2.0 DU / ACRE
MINIMUM LOT SIZE N/A
SMALLEST LOT 4,950 SF
LARGEST LOT 10,620 SF
AVERAGE LOT SIZE 5,908 SF
Site Plan Notes
1. THE PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FINAL PLANS. AMENDMENTS TO THE PLANS MUST BE REVIEWED AND APPROVED BY THE
CITY PRIOR TO THE IMPLEMENTATION OF ANY CHANGES TO THE PLANS.
2. REFER TO FINAL UTILITY PLANS FOR EXACT LOCATIONS AND CONSTRUCTION INFORMATION FOR STORM DRAINAGE STRUCTURES, UTILITY MAINS AND
SERVICES, PROPOSED TOPOGRAPHY, STREET IMPROVEMENTS.
3. REFER TO THE SUBDIVISION PLAT AND UTILITY PLANS FOR EXACT LOCATIONS, AREAS AND DIMENSIONS OF ALL EASEMENTS, LOTS, TRACTS, STREETS, WALKS
AND OTHER SURVEY INFORMATION.
4. ALL CONSTRUCTION WITH THIS DEVELOPMENT PLAN MUST BE COMPLETED IN ONE PHASE UNLESS A PHASING PLAN IS SHOWN WITH THESE PLANS.
5. ALL EXTERIOR LIGHTING PROVIDED SHALL COMPLY WITH THE FOOT-CANDLE REQUIREMENTS IN SECTION 3.2.4 OF THE LAND USE CODE AND SHALL USE A
CONCEALED, FULLY SHIELDED LIGHT SOURCE WITH SHARP CUT-OFF CAPABILITY SO AS TO MINIMIZE UP-LIGHT, SPILL LIGHT, GLARE AND UNNECESSARY
DIFFUSION.
6. SIGNAGE AND ADDRESSING ARE NOT PERMITTED WITH THIS PLANNING DOCUMENT AND MUST BE APPROVED BY SEPARATE CITY PERMIT PRIOR TO
CONSTRUCTION. SIGNS MUST COMPLY WITH CITY SIGN CODE UNLESS A SPECIFIC VARIANCE IS GRANTED BY THE CITY.
7. FIRE HYDRANTS MUST MEET OR EXCEED POUDRE FIRE AUTHORITY STANDARDS. ALL BUILDINGS MUST PROVIDE AN APPROVED FIRE EXTINGUISHING SYSTEM.
8. ALL SIDEWALKS AND RAMPS MUST CONFORM TO CITY STANDARDS. ACCESSIBLE RAMPS MUST BE PROVIDED AT ALL STREET AND DRIVE INTERSECTIONS AND
AT ALL DESIGNATED ACCESSABLE PARKING SPACES. ACCESSABLE PARKING SPACES MUST SLOPE NO MORE THAN 1:48 IN ANY DIRECTION. ALL ACCESSIBLE
ROUTES MUST SLOPE NO MORE THAN 1:20 IN DIRECTION OF TRAVEL AND WITH NO MORE THAN 1:48 CROSS SLOPE.
9. COMMON OPEN SPACE AREAS AND LANDSCAPING WITHIN RIGHT OF WAYS, STREET MEDIANS, AND TRAFFIC CIRCLES ADJACENT TO COMMON OPEN SPACE
AREAS ARE REQUIRED TO BE MAINTAINED BY A PROPERTY OWNERS' ASSOCIATION. THE PROPERTY OWNERS' ASSOCIATION IS RESPONSIBLE FOR SNOW
REMOVAL ON ALL ADJACENT STREET SIDEWALKS AND SIDEWALKS IN COMMON OPEN SPACE AREAS.
10. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED,
DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE
DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF
OCCUPANCY.
11. FIRE LANE MARKING: A FIRE LANE MARKING PLAN MUST BE REVIEWED AND APPROVED BY THE FIRE OFFICIAL PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF
OCCUPANCY. WHERE REQUIRED BY THE FIRE CODE OFFICIAL, APPROVED SIGNS OR OTHER APPROVED NOTICES THAT INCLUDE THE WORDS NO PARKING FIRE
LANE SHALL BE PROVIDED FOR FIRE APPARATUS ACCESS ROADS TO IDENTIFY SUCH ROADS OR PROHIBIT THE OBSTRUCTION THEREOF. THE MEANS BY WHICH
FIRE LANES ARE DESIGNATED SHALL BE MAINTAINED IN A CLEAN AND LEGIBLE CONDITION AT ALL TIMES AD BE REPLACED OR REPAIRED WHEN NECESSARY TO
PROVIDE ADEQUATE VISIBILITY.
12. PREMISE IDENTIFICATION: AN ADDRESSING PLAN IS REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND POUDRE FIRE AUTHORITY PRIOR TO THE
ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. UNLESS THE PRIVATE DRIVE IS NAMED, MONUMENT SIGNAGE MAY BE REQUIRED TO ALLOW WAY_FINDING.
ALL BUILDINGS SHALL HAVE ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY
LEGIBLE, VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY, AND POSTED WITH A MINIMUM OF SIX_INCH NUMERALS ON A CONTRASTING
BACKGROUND. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR
OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE.
13. THE EXISTING PLUGGED AND ABANDONED OIL AND GAS WELL HEAD LOCATION SHALL REMAIN PERMANENTLY PLUGGED AND ABANDONED IN ACCORDANCE
WITH THE COLORADO OIL AND GAS CONSERVATION COMMISSION STANDARDS. PRIOR TO CITY AUTHORIZATION OF ANY RESIDENTIAL BUILDING PERMIT IN
CONJUNCTION WITH THESE FINAL PLANS, THE OWNER SHALL CONDUCT A SOIL GAS SURVEY OF ALL PLUGGED AND ABANDONED OIL AND GAS WELL HEAD
LOCATIONS ON THE PROPERTY AND PROVIDE THE CITY AND THE COGCC WITH THE RESULTS OF THE SURVEY. SHOULD THE RESULTS OF THE SURVEY
INDICATE THAT ANY WELL HEAD IS NOT PROPERLY PLUGGED AND ABANDONED IN ACCORDANCE WITH THE COGCC STANDARDS, THE OWNER OR COGCC SHALL
RE-PLUG THE WELL HEAD AND PROVIDE FURTHER DOCUMENTATION TO THE CITY AND COGCC THAT THE WELL IS PROPERTY PLUGGED IN ACCORDANCE WITH
ALL COGCC REGULATIONS. UPON COMPLETION AND COGCC INITIAL ACCEPTANCE OF ON-SITE WELL PLUGGING AND RECLAMATION, ANY CONTINUED
MAINTENANCE, REPAIRS, ALTERATIONS, AND/OR WELL HEAD MONITORING SHALL BE THE RESPONSIBILITY OF THE HOMEOWNERS ASSOCIATION OR OTHER
APPROVED CITY ENTITY.
Overall Site Plan
SCALE 1" = 200'
0 200' 300' 400' NORTH
1 2 3
4 5 6
E. DOUGLAS RD.
TURNBERRY RD.
WINGED FOOT DR.
KIAWAH DR.
BALTUSROL CT.
BALTUSROL DR.
CARNOUSTIE
DR.
ROYAL TROON AVE.
OIL/GAS
WELL HEAD
#4
OIL/GAS
WELL HEAD #3
OIL/GAS
WELL HEAD #2
OIL/GAS
WELL HEAD #1
350' SETBACK
OIL/GAS (TYP.)
350' SETBACK
OIL/GAS (TYP.)
350' SETBACK
OIL/GAS (TYP.)
350' SETBACK
OIL/GAS (TYP.)
EXISTING
WETLAND
(PROTECT-IN-PLACE)
50' WETLAND
BUFFER (TYP.)
Country Club Reserve
Site Plan
Fort Collins, Colorado 80524
Urban Estate Residential Cluster Plan Setback Requirements
SCALE 1" = 30'
0 30' 45' 60'
BUILDING ENVELOPE
(TYP.)
LOT LINE (TYP.)
8' MIN. REAR YARD
SETBACK
RIGHT OF WAY (TYP.)
TYPICAL
LOT
WETLAND BOUNDARY
(TYP.)
150' SETBACK
ABANDONED
WELL
NATURAL HABITAT
BUFFER ZONE
BOUNDARY (TYP.)
NATURAL HABITAT
BUFFER ZONE
BOUNDARY (TYP.)
Typical Non-Corner Lot Detail
Typical Corner Lot Detail
BETHPAGE DR.
15' MIN. FRONT
YARD SETBACK
5' MIN. SIDE YARD
SETBACK