HomeMy WebLinkAboutKECHTER CROSSING SUBDIVISION FIRST REPLAT - PDP/FDP - FDP130005 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSCITY OF FORT COLLINS
LARIMER COUNTY
CITY OF FORT COLLINS
LARIMER COUNTY
CITY OF FORT COLLINS
LARIMER COUNTY
PROJECT SITE
1 COVER SHEET & PP INFORMATION
2309 KECHTER LLC being all the lawful recorded owners of the property shown on
these Final Construction Plans, except any existing public streets, roads, or highways,
do hereby certify that I/we accept the conditions and restrictions set forth on said plan
and in the conditions of approval by Larimer County, dated __________________,____,
2012, and that I/we consent to the recordation of any information pertaining thereto.
OWNER:
Witness my hand and official seal.
COUNTY OF )
STATE OF COLORADO
Notary Public Seal
My Commission expires .
, by _____________________ as Manager,
The foregoing instrument was acknowledged before me this day of ,
By: As:
Owners Certification
KNOW ALL MEN BY THESE PRESENT THAT:
Vicinity Map
Scale: 1" = 1000'
S.S.
2309 KECHTER LLC
2012 2309 KECHTER LLC
Land Use Tabulations
Sheet Index
2 GENERAL NOTES
6 OVERALL UTILITY PLAN
16 DRAINAGE AND EROSION CONTROL PLAN
7-15 SANITARY SEWER PLAN & PROFILE
Legal Description
Benchmark
Legend
Sheet Name:
OF
2309 KECHTER LLC. LARIMER COUNTY, CO
Owner:
2309 Kechter LLC.
1315 Oakridge Drive, Unit 100
Fort Collins, CO. 80525
PH: (970) 267-0954
FAX: (970) 206-1011
Date Revised:
10/11/2012
Date Prepared:
07/19/2012
Consultants:
Landscape Architect,
Planner & Civil Engineer
Jim Sell Design
153 W Mountain Ave
Fort Collins, Co 80524
T 970.484.1921
F 970.484.2443
MAXIMUM BUILDING HEIGHT FOR SINGLE
SCALE - 1" = 50'
0 25' 50' 100'
1-800-922-1987
or 534-6700
OF
2309 KECHTER LLC. LARIMER COUNTY, CO
TILDEN ST
KADENWOOD DRIVE
OLD FARM LANE
COPPERVEIN STREET
COPPER CREST LANE
CROSSVIEW DR
COPPER MILL LN
KECHTER RD. (CR-36)
1
1
2
NORTHERN ENGINEERING IS ONLY RESPONSIBLE FOR RE-ALIGNMENT
OF THE WATERLINE, AS CLOUDED AND NOTED IN REVISION NO. 2. THE
ORIGINAL DESIGN ENGINEER REMAINS THE SOLE OWNER AND
RESPONSIBLE PARTY FOR ALL INFORMATION CONTAINED OUTSIDE OF
THE REVISION CLOUDS DATED 10.31.12.
LEGEND:
NOTES:
NORTHERN ENGINEERING IS ONLY RESPONSIBLE FOR THE DESIGN OF THE UNDERDRAIN
SYSTEM, AS CLOUDED AND NOTED IN REVISION NO. 1. THE ORIGINAL DESIGN ENGINEER
REMAINS THE SOLE OWNER AND RESPONSIBLE PARTY FOR ALL INFORMATION CONTAINED
OUTSIDE OF THE REVISION CLOUDS DATED 10.31.12.
1
2
NORTHERN ENGINEERING IS ONLY RESPONSIBLE FOR THE PROPOSED
STORM SEWER WITHIN TILDEN STREET AND THE STORM LOWERING
BETWEEN MANHOLE A4 & A5, AS CLOUDED AND NOTED IN REVISION NO.
4 & 5. THE ORIGINAL DESIGN ENGINEER REMAINS THE SOLE OWNER
AND RESPONSIBLE PARTY FOR ALL INFORMATION CONTAINED OUTSIDE
OF THE REVISION CLOUDS DATED 01.07.13
4
4
6
NORTHERN ENGINEERING IS ONLY RESPONSIBLE FOR THE PROPOSED
RELOCATION OF LOTS 4 AND 5 AND UTILITY SERVICES WITHIN BLOCK 4,
AS CLOUDED AND NOTED IN REVISION NO. 6. THE ORIGINAL DESIGN
ENGINEER REMAINS THE SOLE OWNER AND RESPONSIBLE PARTY FOR
ALL INFORMATION CONTAINED OUTSIDE OF THE REVISION CLOUDS
DATED 03.05.13
SCALE - 1" = 50'
1-800-922-1987
or 534-6700
OF
2309 KECHTER LLC. LARIMER COUNTY, CO
0 25' 50' 100'
SCALE - 1" = 30'
0 15' 30' 60'
KEY SCALE: 1" MAP = 400'
KECHTER ROAD
OLD FARM LANE
COPPERVEIN STREET
COPPER MILL LN
KADENWOOD DRIVE
MATCHLINE
MATCHLINE
MATCHLINE
ɓ ɓ ɓ ɓ
ɓ
1-800-922-1987
or 534-6700
OF
2309 KECHTER LLC. LARIMER COUNTY, CO
NORTHERN ENGINEERING IS ONLY RESPONSIBLE FOR THE PROPOSED
RELOCATION AND GRADING OF LOTS 4 AND 5 AND WITHIN BLOCK 4, AS
CLOUDED AND NOTED IN REVISION NO. 6. THE ORIGINAL DESIGN
ENGINEER REMAINS THE SOLE OWNER AND RESPONSIBLE PARTY FOR
ALL INFORMATION CONTAINED OUTSIDE OF THE REVISION CLOUDS
DATED 03.05.13
FAMILY RESIDENTIAL EQUALS
THIRTY-FIVE (35) FEET FROM TOP OF
STRUCTURE TO GRADE AT CENTER OF
BUILDING ENVELOPE
R1-RESIDENTIAL - 21.77 AC (75% OF TOTAL)
DEVELOPABLE LAND = 28.86 AC
76 TOTAL LOTS - 76 DWELLING UNITS
3.1 DWELLING UNTIS/ACRE
SMALLEST LOT = 7.200SF (.45 AC)
LARGEST LOT = 35,382SF (.97 AC)
AVERAGE SINGLE FAMILY LOT SIZE = 9,559SF (0.61 AC)
LOCATION:
NW 1
4, SECTION 8, TOWNSHIP 6N,
RANGE 68W OF THE 6TH P.M.
SITE ACREAGE = 28.86 AC.
DEVELOPABLE LAND = 28.86 AC.
OPEN SPACE = 7.09 AC. (24%)
FA-1-AGRICULTURAL
Abbreviations
Surveyors:
King Surveyors
9299 Eastman Park Dr
Windsor, Co 80550
T 970.686.5011
F 970.686.5821
Drainage Engineer
BenchMark Engineers
1920 Thomas Ave, # 620
Cheyenne, WY 82001
T (307) 634-9064
F (307) 778 8010
P1-P3 PLAT (FOR REFERENCE ONLY)
19-23 FINAL GRADING PLAN
Sheet SheetName Number Sheet Name
3-4 DEMOLITION PLAN
24-33 STREET PLAN & PROFILE
41-43 ULTIMATE KECHTER RD PLAN & PROFILE (REFERENCE ONLY)
17, 17A,18 STORM DRAIN PLAN AND PROFILE
34-36 STREET SECTIONS
37-38 INTERSECTION DETAILS
39-40 STRIPING AND SIGNING
INDEMNIFICATION STATEMENT:
THESE PLANS HAVE BEEN REVIEWED
BY THE LOCAL ENTITY FOR CONCEPT
ONLY. THE REVIEW DOES NOT IMPLY
RESPONSIBILITY BY THE REVIEWING
DEPARTMENT, THE LOCAL ENTITY
ENGINEER, OR THE LOCAL ENTITY FOR
ACCURACY AND CORRECTNESS OF THE
CALCULATIONS. FURTHERMORE, THE
REVIEW DOES NOT IMPLY THAT
QUANTITIES OF ITEMS ON THE PLANS
ARE THE FINAL QUANTITIES REQUIRED.
THE REVIEW SHALL NOT BE
CONSTRUED FOR ANY REASON AS
ACCEPTANCE OF FINANCIAL
RESPONSIBILITY BY THE LOCAL ENTITY
FOR ADDITIONAL QUANTITIES OF ITEMS
SHOWN THAT MAY BE REQUIRED
DURING THE CONSTRUCTION PHASE.
5 KECHTER RD. PAVEMENT RE-CONSTRUCTION PLAN
47-56 DETAILS
44-46 ULTIMATE KECHTER RD X-SECTIONS (REFERENCE ONLY)
1
3
2
3
1 3
1 2
1 2
1
1 2 3
Surveyors:
Northern Engineering
200 S. College Ave.
Fort Collins Colorado
T 970.221.4158
F 970.221.5419
NORTHERN ENGINEERING IS ONLY RESPONSIBLE FOR THE PROPOSED STORM SEWER WITHIN TILDEN STREET AND THE STORM
LOWERING BETWEEN MANHOLE A4 & A5, AS CLOUDED AND NOTED IN REVISION NO. 4 & 5. THE ORIGINAL DESIGN ENGINEER REMAINS
THE SOLE OWNER AND RESPONSIBLE PARTY FOR ALL INFORMATION CONTAINED OUTSIDE OF THE REVISION CLOUDS DATED 01.07.13
4
4
4
2 4
4
5
5
6
6