HomeMy WebLinkAboutINTERSTATE LAND FEBRUARY 2004 - Filed O-ODP/MASTER PLANS - 2004-12-10HIGHWAY 14 / MI II RFRRY.TRF
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VICINITY MAP/CONTEXT DIAGRAM
LEGAL DESCRIPTIONS
LEGAL DESCRIPTION
PARCEL ONE (WEST OF 1-25 FRONTAGE ROAD)
A tract of land located in Section 16, Township 7 North, Range 68 West of the 6th Principal Meridian, City of Fort Collins, County of Lorimer,
State of Colorado, being more particularly described as follows:
Considering the South line of the South east Quarter of said Section 16 as bearing North 88'19'55" West with all bearings contained herein relative
thereto:
Commencing at the South Quarter corner of said Section 16; thence along the West line of the East Half of said Section 16, North 00'13'05"
East, 360.00 feet to the POINT OF BEGINNING, said point also being the Northwest corner of Lot 1, Block 1, Boxelder Estates Second Filing;
Thence continuing along said west line, North 00'13'05" East, 736.50 feet; Thence North 88'21'55" West, 315.12 feet; thence, North 25'19'25"
West, 264.81 feet to the Southeast corner of the Cooperslew Open Space Association as Recorded at Reception No. 93054775; thence along the
Easterly line of said Cooperslew Open Space Association by the following three (3) courses and distances, North 00'13'39" East, 1650.00 feet,
thence South 89'46'21" East, 200.00 feet; thence North 00'13'39" East, 214.98 feet; thence, South 83'19'51" East, 231.67 feet to the Southerly
Extension of the Easterly monumented line of Sunrise Acres Second Filing; thence along said Easterly Monumented line, North 00'12'30" East,
1118.10 feet to the intersection of the South Line of Crossroads East Business Center; thence along said South line by the following four (4)
courses and distances, South 25'45'23" East, 448.73 feet; thence, South 48'54'30" East, 1510.22 feet; thence, South 24'20'00" East, 195.19
feet; thence, South 58'03'00" East, 127.69 feet to the Southerly Extension of the West line of Smithfields subdivision as monumented: thence
along said southerly extension of the west line, North 00'24'37" East, 32.94 feet to the Southwest corner of said Smithfield Subdivision as
monumented; thence along the Southerly line of said Smithfield Subdivision as monumented by the following four (4) courses and distances, South
65'18'53" East, 356.87 feet; thence, South 79'18'08" East, 300.33 feet; thence, North 57'08'42" East, 197.32 feet: thence, North 69'27'23"
East, 140.94 feet to a point on the West right-of-way line of Interstate 25 Frontage Road as monumented; thence along said West
right-of-way line of Interstate 25 Frontage Road as monumented by the following two (2) courses and distances, South 00'08'53" West, 599.95
feet; thence, South 02'00'12" West, 408.70 feet to the Northeast corner of Lot 1, of Interstate Land P.U.D. First Filing; thence along the North
and West lines of said Interstate Land P.U.D. First Filing by the following two (2) courses and distances, North 76'22'04" West, 300.61 feet;
thence, South 11'52'18" West, 629.05 feet to a point on the North right-of-way line of said Interstate 25 Frontage Road; thence along the
Northwesterly right-of-way lines of Interstate 25 Frontage Road by the following six (6) courses and distances, South 85'37'25" West, 289.71 feet;
thence, South 82'02'35" West, 157.09 feet to a point on a non -tangent curve concave to the Southeast having a central angle of 62'57'30", a
radius of 449.26 feet and the chord of which bears South 43'38'40" West, 469.20 feet; thence along the arc of said curve, 493.66 feet;
thence along a non -tangent line, South 05'14'45" West, 157.09 feet; thence South 01'39'55" West, 455.51 feet; thence, South 46'39'59" West,
141.42 feet to a point on said North Right-of-way line of Prospect Road; thence along said North Right-of-woy line of Prospect Road, North
88'19'55" West, 194.85 feet to the Southeast corner of Lot 3, Block 2 of Boxelder Estates Second Filing; thence along the East, North and
West lines of said Lot 3, Block 2 by the following three (3) courses and distances, North 01'40'05" East, 270.00 feet; thence, North 88'19'55"
West, 290.40 feet; thence, South 01'40'17" West, 270.00 feet to a point on the North Right-of-way line of Prospect Road; thence along said
North Right-of-way line of Prospect Road, North 88'19'55" West, 94.98 feet to a point on the East right-of-way line of Boxelder Drive as platted
in said Boxelder Estates Second Filing; thence along the East, North and West lines of said Boxelder Drive by the following five (5) courses and
distances, said point being on a curve concave to the Northeast having a central angle of 90'00'00", a radius of 15.00 feet and the chord of
which bears North 43'19'55" West, 21.21 feet; thence along the arc of said curve, 23.56 feet; thence, North 01'40'05" East, 315.00 feet;
thence, North 88'19'55" West, 60.00 feet; thence South 01'40'05" West, 315.00 feet to a point on a curve concave to the Northwest having a
central angle of 90'00'00", a radius of 15.00 feet and the chord of which bears South 46'40'05" West, 21.21 feet; thence along the arc of said
curve, 23.56 feet to a point on said North Right-of-way line of Prospect Road; thence along said North Right-of-way line, North 88'19'55"
West, 330.76 feet to the Southeast corner of Lot 1, Block 1 of said Boxelder Estates Second Filing; thence along the East and North lines of
said Lot 1, Block 1 of Boxelder Estates Second Filing by the following two (2) courses and distances, North 00'12'57" East, 330.00 feet; thence,
North 88'19'55" West, 119.99 feet to the POINT OF BEGINNING.
The above described tract of land contains 155.573 acres more or less and is subject to all easements and rights -of -way now on record or
existing.
LEGAL DESCRIPTION
PARCEL TWO (EAST OF 1-25 FRONTAGE ROAD)
A tract of land located in the Southeast Quarter of Section 16, Township 7 North, Range 68 West of the 6th Principal Meridian, City of Fort
Collins, Lorimer County, Colorado, being more particularly described as follows:
Considering the South line of the Southeast Quarter of said Section 16 as bearing North 88'19'55" West with all bearings contained herein relative
thereto:
Commencing at the Southeast corner of said Section 16; thence, North 88'19'55" West, 570.57 feet; thence, North 01'40'05" East, 71.55 feet to
the POINT OF BEGINNING, said point also being on the North Right-of-way line of Prospect Road; thence North 88'16'37" West along said North
Right-of-way line of Prospect Road, 203.18 feet; thence leaving said North Right-of-way line of Prospect Road; North 00'13'55" East, 158.30
feet; thence, North 88'19'55" West, 410.00 feet; thence, South 00'13'55" West, 200.06 feet to a point on said North Right-of-way line of
Prospect Road; thence along said North Right-of-way line of Prospect Road, North 88'19'55" West, 59.27 feet to a point on the East
Right-of-way line of Interstate 25 Frontage Road; thence along said East Right-of-way line of Interstate 25 Frontage Road by the following nine
(9) courses and distances, North 43'20'01" West, 141.33 feet: North 01'39'55" East, 455.51 feet; North 05'04'28" East, 142.46 feet to a point
on a non -tangent curve concave to the Southeast having a central angle of 62'57'30", a radius of 369.26 feet and the chord of which bears
North 43'38'40" East, 385.65 feet; thence along the arc of said curve, 405.75 feet; thence along a non -tangent line, North 82'12'53" East,
142.46 feet; thence, North 85'37'25" East, 289.71 feet; thence, North 82'02'35" East, 157.09 feet to a point on a non -tangent curve concave
to the Northwest having a central angle of 28'04'40", a radius of 449.26 feet and the chord of which bears North 61'05'05" East, 217.97 feet;
thence along the arc of said curve, 220,16 feet; thence along a non -tangent line, South 891in'47'00" East, 79.94 feet to a point on the West
Right-of-way line of Interstate 25; thence along said West Right-of-way line of Interstate 25 by the following four (4) courses and distances;
South 00'13`00" West, 379.44 feet; South 10'39'49" West, 201.09 feet; South 26'48'44" West, 560.45 feet; South 61'10'38" West, 99.88 feet
to the POINT OF BEGINNING.
The above described tract of land contains 21.584 acres more or less and is subject to all easements and rights -of -way now on record or
existing.
PLANNER/ LANDSCAPE ARCHITECT:
mno@p@
urban design, Inc.
3555 stonford road, suite 105
fort collins, colorado 80526
Phone: (970) 226-4074
OWNER/DEVELOPER:
Western VII Investment, LLC
Headquarters Heeauarters Phone:
11859 Pecas Street, Suite 300 303.469.4200
Westminster, CO 80234 Fax: 303.469.4300
rnI I INIC r.ITV I IKAITC
LEGEND
•
ZONE DISTRICT BOUNDARY
®®®®
MAJOR VEHICULAR ROUTE
FUTURE CITY OF FORT COLLINS TRAIL
♦����♦
(PROPOSED PER PARKS AND RECREATION
POLICY PLAN MASTER PLAN)
........
CITY LIMITS
SCALE: 1 "=500'
GENERAL NOTES
1) Interstate Land Overall Development Plan will be a mixed -use development comprising four zoning districts: UE - Urban Estate, LMN - Low
Density Mixed Use Neighborhood, E - Employment and C - Commercial. The proposed development will have a mix of housing types as allowed
per the underlying zone district.
2) This O.D.P. has been submitted to the City of Fort Collins prior to the effective date of the 1-25 Sub -area Plan.
3) All primary and secondary uses per the City of Fort Collins L.U.C. as of 8/13/03 are allowed within the Employment Zone regardless of
location.
4) All primary and secondary uses are allowed within the LMN zone at the densities specified per the City of Fort Collins L.U.C. as of 8/13/03.
5) Two points of fire access have been planned to serve the E. LMN, and UE zoned areas. Poudre Fire Authority has approved these access
points. Fire hydrants will be provided as required by Poudre Fire Authority.
6) Per Fort Collins L.U.C. Section 4.1(E)(1)(b)(b) Development in the UE District shall be exempt from the standards contained in Section 3.6.3,
Street Pattern and Connectivity Standards; therefore no connectivity to the Boxelder Estates neighborhood has been proposed.
7) All natural areas have been defined on this O.D.P. An average of a 254' wide buffer has been maintained along the Cooper Slough. A 50'
wide buffer has been maintained along all irrigation ditches and a 100' buffer has been maintained along Boxelder Creek. All existing trees on
the site will be preserved to the extent practical.
8) All public streets will be designed to the "Lorimer County Urban Street Standards". The access points shown on this O.D.P. are approximate
locations only. Precise locations of access points will be identified at the time of Project Development Plans.
9) The proposed land uses and densities shown on this O.D.P. are approximate. Any additional land uses not allowed in the applicable zone
districts must be approved according to the criteria as set forth by the City of Fort Collins.
10) City of Fort Collins proposed trail systems have been identified on the O.D.P. Separate, secondary internal trail systems have been indicated
on the O.D.P. but ore subject to change with more detailed design.
11) A 10 to 14 acre city park is proposed in the northwest corner of the site, which may be constructed and owned by the City of Fort Collins
Parks and Recreation Department.
12) Master Utility and Drainage Plans have been submitted with this O.D.P.
13) Minimum open space for this O.D.P. shall be 30% overall, including the proposed City Park.
14) The frontage road and Prospect Road does not meet current City standards.
15) Traffic functionality of the frontage road at Prospect Road currently does not meet acceptable level of service.
16) Traffic functionality of the northbound 1-25 off ramp at Prospect Road currently does not meet acceptable level of service.
17) The Prospect Road overpass over 1-25 does not meet current City standards.
18) The applicant will work with the City and COOT with respect to transportation improvements in the area.
19) The City may review classification of the frontage road at the time of a P.D.P.
20) No vehicular access points to Prospect Road will be allowed for the parcel east of the frontage road.
21) Redesign/reconfiguration of the 1-25/Prospect Road interchange may result in an impact on the development of the site and may require
additional right-of-way.
22) Off -site improvements may be required at the time of a P.D.P. in order to meet level of service for all modes of transportation.
23) Sight distance easements may be required along the public roadways at the time of P.D.P. review.
24) Any residential structures in the flood plain must have the lowest floor including basement or crawl space elevated 18" above the most
restrictive 100-year flood level.
25) Any nonresidential structures in the flood plain must either have the lowest floor including basement or crawl space elevated 18" above the
most restrictive 100-year flood level or be flood -proofed 18" above the 100-year flood level.
26) Critical facilities are not allowed to be built in the most restrictive 100-year flood plain. Please see Chapter 10 of City Code for the
definition of critical facilities.
27) A flood plain use permit and $25 permit fee will be required for each structure that is built in the flood plain. To obtain a CO, an elevation
certificate or flood -proofing certificate will be required to be submitted and approved.
28) A flood plain use permit and $25 permit fee will be required for any construction activity in the flood plain including construction of the
detention ponds and any roads.
29) All utilities within the most restrictive 100-year flood plain shall be designed to minimize or eliminate infiltration of floodwaters into the
systems and discharge from the systems into floodwaters.
30) "Conceptual Flood plain" line defined by J.R. Engineering is for conceptual planning use only. Land development shall not be based on this
"Conceptual Flood Plain." A modified flood plain boundary may be provided at time of P.D.P. submittal. Any modification of the flood plain
boundary will be per required City of Fort Collins criteria at time of P.D.P. application.
31) Additional access points may be desired at time of Project Development Plan. Any additional access points will be subject to review and
approval at time of P.D.P.
SIGNATURE BLOCK
THE UNDERSIGNED DOES HEREBY CERTIFY THAT AM THE LAWFUL STATE OF COLORADO )
OWNER OF REAL PROPERTY DESCRIBED ON THIS SITE PLAN AND ) SS
DO HEREBY CERTIFY THAT I ACCEPT THE CONDITIONS AND COUNTY OF LARMIER )
RE RICTIONS SET FORTH ON SAID SITE PLAN.
Western VII Inve(jment, LLC U
BY: Western Property Advisors, Inc. AS DULY AUTHORIZED AGENT
Stanley E. Whitaker, Jr., President
11859 Pecos Street, Suite 300 Westminster, CO 80234
�Rv" 31 Too'
DATE
APPROVED:
BY THE PLANNING & ZG ING BOARD OF THE CITY OF FORT COLLINS,
COLORADO, ON THIS AY OF JaALLAII A.D. 2004.
P1 ING & ZONING BC SECRETARY
Interstate Land
NORTH
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED
BEFORE ME THIS 3 2-9 DAY OF 1'5E421L&I 2004
BY Stanley E. Whitaker, Jr.,
President of Western Property Advisors, Inc.
MY COMMISION EXPIRES: 7ari& 22, Zo ,
LI
SCALE: 1 "=500'
JOB NO.:
7269
ACAD FILE:
7269-cover.dwq
DRAWN:
'k cw
CHECKED:ic/ew
ISSUE:
8/13/03 -
O.D.P.
Submittal
REVISIONS:
10/14/03
- City
Comments
12/30/03
- City
Comments
1/30/04 -
Final
Mpcirs
M
CIVIL ENGINEER:
J•R ENGR4MWM4G
.aW hL
20 Fmt Rasped Rod Sk S Fat Cdre, CO 8M
970-/8F9BB8 Fu 970-/9F938/
WN"O earyaen
Overall Development Plan
FORT COLLINS, COLORADO
NOTICE:
PORTIONS OF THIS PLAN INCLUDING: TOPOGRAPHY,
EXISTING TREES AND OTHER EXISTING SITE FEATURES,
PROPERTY BOUNDARIES, OTHER MAPPING AND/OR SURVEY
INFORMATION, BUILDING FOOTPRINTS, OTHER
ARCHITECTURAL INFORMATION, AND THE LIKE - WERE NOT
PREPARED BY CITYSCAPE, BUT HAVE BEEN PROVIDED BY
OTHERS, AND SHOULD BE CONFIRMED PRIOR TO
CONSTRUCTION.
SHEET TITLE:
COVER SHEET
SHEET NO.:
1of3
• 7
l
101
-r _--- — -..... ■
PROPOSED COOPER
SLOUGH BUFFER
AREA/CITY PARK—�
■
EXISTING ■
SEWER LINE •
I
■
BOXELDER
FAMILY ESTATES
--------------
41
f�
(I
rI
I" I
II
- II
WETLANDS (TYP.)---- 1
PROPOSED COOPER
SLOUGH BUFFER AREA
(254' AVERAGE WIDTH)
COOPER SLOUGH
APPROXIMATE BOUNDARY
EXISTING
SEWER LINE 1
NEIGHBORHOOD \
CENTER
EXTENTS OF F.E.M.A.
FLOODPLAIN
EXTENTS OF
FLOODPLAIN PER
CITY OF FORT COLLINS
EXTENTS OF
FLOODWAY PER
CITY OF FORT COLLINS
CONCEPTUAL FLOODPLAIN
PER J.R. ENGINEERING
(REF. GENERAL NOTE 30)� �J
n
STREET CLASSIFICATION 1"=800'
\� NOTE:
' Internal street pattern for conceptual use
`\ only and is subject to minor change
without amendment to the O.D.P.
1 \1
1 \
/4 \ V.
l i 11
' %
Prospect oad (Artenal) �7_7FF
COLLECTOR n LOCAL - RESIDENTIAL
CONNECTOR
PLANNER / LANDSCAPE ARCHITECT:
C", Q D 0
urban design, inc.
3555 stonford road, suite 105
fort collins, colorodo 80526
Phone: (970) 226-4074
CIVIL ENGINEER:
I® J•R ENGDMMUNG
.anxa..ar
20 Ea■ Roepad P44 SA W Fat Coft CO 8M
9A-49,M Fax 97G-49I-M
a'ege'9re3r9am
)WNER/DEVELOPER:
Western VII Investment, LLC
ieadquarters Headcuarters Phone.
1859 Pecos Street, Suite 300 303.4 9.4200
Nestminster, CO 80234 Fu: 303.469,4300
SLAKE CANAL
i
CITY OF
RESOURCE
CACHE LA
POUDRE DITCH
EXISTING OVERHEAD
ELECTRIC LINE
POTENTIAL 125'
DITCH R.O.W.
LAND USE SUMMARY LEGEND
Gross Residential Estimated Maximum Housing Business PROPOSED COOPER SLOUGH
Zoning District Acreage Code Density Units Bldg. Ht. Type Type
BUFFER AREA (REF. SHT. 3 of 3)
Urban Estate 21.1t 2 DU/AC Maximum 0 40' Single Family N/A
(with Clustered Development) 5 DU/AC Maximum — — EXTENTS OF F.E.M.A. FLOOD PLAIN
_ _ _ _ EXTENTS OF FLOOD PLAIN
Allowed Uses in
400 Single Family —� PER CITY OF FORT COLLINS
Low Density Mixed -Use Neighborhood 68.6t 5 - 8 DU/AC (260 to 500) 40 Multifamily Neighborhood
Center _ EXTENTS OF FLOODWAY
-- --- - ----- - PER CITY OF FORT COLLINS
Employment 60.9t 7 DU/AC Minimum 2� 50, Secondary Uses Primarylsecondary
(200 to 250) Uses _ _ CONCEPTUAL FLOOD PLAIN
— -- -- --- - - --- PER J.R. ENGINEERING
Commercial 26.93 Per C Zoning 0 to 50 50, Per C Zoning Allowed Uses O.D.P. BOUNDARY LINE
Total 177.5t 600
(500 to 750) ZONE DISTRICT BOUNDARY
--- PROPOSED ROADWAY NETWORK
ACCESS POINT
ACCESS POINT SUBJECT TO REVIEW
AND APPROVAL AT TIME OF P.D.P.
® ® PEDESTRIAN & BIKE ROUTE
0000 PEDESTRIAN ROUTE (CONCEPTUAL)
0000 SOFT TRAIL (CONCEPTUAL)
FUTURE CITY OF FORT COLLINS TRAIL
1 (PROPOSED PER PARKS AND RECREATION
POLICY PLAN MASTER PLAN)
• EXISTING TREES (APPROXIMATE)
WETLAND AREA
Interstate Land
Overall Development Plan
FORT COLLINS, COLORADO
�0
NORTH
vOTICE:
ii oii oa -oo
SCALE: 1 "=200'
JOB NO.:
CITY OF
RESOURCE
CACHE LA
POUDRE DITCH
EXISTING OVERHEAD
ELECTRIC LINE
POTENTIAL 125'
DITCH R.O.W.
LAND USE SUMMARY LEGEND
Gross Residential Estimated Maximum Housing Business PROPOSED COOPER SLOUGH
Zoning District Acreage Code Density Units Bldg. Ht. Type Type
BUFFER AREA (REF. SHT. 3 of 3)
Urban Estate 21.1t 2 DU/AC Maximum 0 40' Single Family N/A
(with Clustered Development) 5 DU/AC Maximum — — EXTENTS OF F.E.M.A. FLOOD PLAIN
_ _ _ _ EXTENTS OF FLOOD PLAIN
Allowed Uses in
400 Single Family —� PER CITY OF FORT COLLINS
Low Density Mixed -Use Neighborhood 68.6t 5 - 8 DU/AC (260 to 500) 40 Multifamily Neighborhood
Center _ EXTENTS OF FLOODWAY
-- --- - ----- - PER CITY OF FORT COLLINS
Employment 60.9t 7 DU/AC Minimum 2� 50, Secondary Uses Primarylsecondary
(200 to 250) Uses _ _ CONCEPTUAL FLOOD PLAIN
— -- -- --- - - --- PER J.R. ENGINEERING
Commercial 26.93 Per C Zoning 0 to 50 50, Per C Zoning Allowed Uses O.D.P. BOUNDARY LINE
Total 177.5t 600
(500 to 750) ZONE DISTRICT BOUNDARY
--- PROPOSED ROADWAY NETWORK
ACCESS POINT
ACCESS POINT SUBJECT TO REVIEW
AND APPROVAL AT TIME OF P.D.P.
® ® PEDESTRIAN & BIKE ROUTE
0000 PEDESTRIAN ROUTE (CONCEPTUAL)
0000 SOFT TRAIL (CONCEPTUAL)
FUTURE CITY OF FORT COLLINS TRAIL
1 (PROPOSED PER PARKS AND RECREATION
POLICY PLAN MASTER PLAN)
• EXISTING TREES (APPROXIMATE)
WETLAND AREA
Interstate Land
Overall Development Plan
FORT COLLINS, COLORADO
�0
NORTH
vOTICE:
ii oii oa -oo
SCALE: 1 "=200'
JOB NO.:
7269
ACAD FILE:
7269-ODP.dwq
DRAWN:
cw
CHECKED:
is/ew
ISSUE:
8/13/03
-
O.D.P.
Submittal
REVISIONS:
10/14/03
- City
Comments
12/30/03
- City
Comments
1/30/04
-
Final
Mgcrs
SHEET TITLE:
OVERALL
DEVELOPMENT PLAN
SHEET NO.:
2of3
I
N
PORTIONS OF THIS PLAN INCLUDING: TOPOGRAPHY,
EXISTING TREES AND OTHER EXISTING SITE FEATURES,
PROPERTY BOUNDARIES, OTHER MAPPING AND/OR SURVEY
INFORMATION, BUILDING FOOTPRINTS, OTHER
ARCHITECTURAL INFORMATION, AND THE LIKE - WERE NOT
PREPARED BY CITYSCAPE, BUT HAVE BEEN PROVIDED BY
OTHERS, AND SHOULD BE CONFIRMED PRIOR TO
CONSTRUCTION.
00
0
L0
v
Lo
0
0
N
N
0
N
0
3
a
APPROXIMATE CITY
PARK BOUNDARY
BOXELDER
FAMILY ESTATES
CONCEPTUAL
SOFT TRAIL
COOPER SLOUGH
300' BUFFER
EXTENTS OF F.E.M.A.
FLOODPLAIN \
EXTENTS OF FLOODPLAIN
PER CITY OF FORT COLLINS�
CONCEPTUAL FLOODPLAIN
PER J.R. ENGINEERING
(REF. GENERAL NOTE 30)
PLANNER / LANDSCAPE ARCHITECT:
C",@Do
urban design, inc.
3555 stanford road, suite 105
fort collins, colorado 80526
Phone: (970) 226-4074
APPROY M,0.^�ILOCATION I
-OF EXISTING GREELEY ;
WATER LINE, ASSUMING
50' EASEMENT
CONCEPTUAL PLANT LIST
FOR THE COOPER SLOUGH BUFFER ENHANCEMENT
Common Name
Scientific Name
Thinleaf Alder
Alnus tenuifolia
Fringed Sage
Artemisio frigida
Water Birch
Betula occidentalis
Mountain Mahogany
Cercocarpus montanus
Red Twig Dogwood
Cornus sericec
Narrowleof Cottonwood
Populus angustifolia
Plains Cottonwood
Populus sargentii
Lanceleof Cottonwood
Populus acuminate
American Plum
Prunus americans
Black Chokecherry
Prunus virginiano melanocarpo
Peachleof Willow
Salix amygdaloides
Coyote Willow
Solix exiguo
Silver Buffoloberry
Shepherdia argentea
OWNER/DEVELOPER:
Western VII Investment, LLC
Headquarters Heeaaddq�uarters Phone:
11869 Pecos Street, Suite 300 303.469.4200
Westminster, C080234 Fax 303.469.4300
LAKE CANAL
POTENTIAL 125
DITCH R.O.W.
CACHE LA
POUDRE DITCH
CITY OF FORT C LLINS
RESOURCE RECOVE&RY FARM
COOPER SLOUGH BUFFER
Area — Distance Method
An average of a 254' buffer has been created
along the east side of the Cooper Slough. The
buffer was established by distance measurements
between the eastern bank of the slough and the
nearest proposed encroachment. Measurements
were established every 50' along the slough. This
calculation includes the buffer area along the
proposed City of Fort Collins park.
Interstate Land
Overall Development Plan
FORT COLLINS, COLORADO
LEGEND
—
EXTENTS OF F.E.M.A. FLOOD PLAIN
EXTENTS OF FLOOD PLAIN
PER CITY OF FORT COLLINS
EXTENTS OF FLOODWAY
_
PER CITY OF FORT COLLINS
CONCEPTUAL FLOOD PLAIN
PER J.R. ENGINEERING
FUTURE CITY OF FORT COLLINS TRAIL
(PROPOSED PER PARKS AND RECREATION
POLICY PLAN MASTER PLAN)
%®
EXISTING TREES
WETLAND AREA
NATURALAREA
TURF AREA
TREE PLANTINGS
U (:Pb
SHRUB PLANTINGS
m Imm 200 400
NORTH SCALE: 1 "=200'
NOTICE:
rA
JOB NO.:
7269
ACAD FILE:
7269—buffer.dwp
DRAWN:
'c cw
CHECKED: is/ew
ISSUE:
8/13/03 —
O.D.P.
Submittol
REVISIONS:
10/14/03
— City
Comments
12/30/03
— City
Comments
1/30/04 —
Final
Mylars
CIVIL ENGINEER:
J•R ENGINEERING
A kftW yMw.bpn
W E30 Raped Pond 8A W Fat G r' 00 8M
97IF-NI-9BBB Fax 97D-d9F93B4
wwgagneaYgcan
PORTIONS OF THIS PLAN INCLUDING: TOPOGRAPHY,
EXISTING TREES AND OTHER EXISTING SITE FEATURES,
PROPERTY BOUNDARIES, OTHER MAPPING AND/OR SURVEY
INFORMATION, BUILDING FOOTPRINTS, OTHER
ARCHITECTURAL INFORMATION, AND THE LIKE - WERE NOT
PREPARED BY CITYSCAPE, BUT HAVE BEEN PROVIDED BY
OTHERS, AND SHOULD BE CONFIRMED PRIOR TO
CONSTRUCTION.
SHEET TITLE:
BUFFER EXHIBIT
SHEET NO.:
3 of 3
4
V) IQ
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EXISTING'
OLD CLAY PIPE
INTERCEPTOR
T SEWER- MAINMAIN
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EXISTING
OLD CLAY PIPE
INTERCEPTOR
SEWER MAIN
COOPER SLOUGH
APPROXIMATE BOUNDARY
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az \� CACHE LA
POUDRE DITCH
1Y
SANITARY SEWER
BOUNDARY BETWEEN 1 1
OLD CLAY PIPE I «I
INTERCEPTOR AND
BOXELDER INTERCEPTOR
POND.#6
/ /
POND t // +
SMITH IE UQDjASIPN_
/ �Rlve
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/ TIE INTO
-�
EXISTING 12"
WATER MAIN
EXISTING ,
II
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BOXELDER i I I II
INTERCEPTORS II /
SEWER MAIN
LI
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I= I I I #/ EXISTING`
WATER MAIN 11,
POND #2
EXISTING
BOXELDER
INTERCEPTOR
SEWER MAIN\/ F
POND #3
-- - - - -----
IE INTO OLD
CLAY PIPE FRONTAGE
INTERCEPTOR-- // Y ROAD
EXISTMG 10
, /i /�/
SEWER MAIN EROSION `� // / /
BUFFS / / / � // ///j/ TIE INTO CREEK
�! / i / / BOXELDER CREEK
LIMITS / �j / 1 / INTERCEPTOR—
/ EXISTING 27" EXI TIE INTO
POND #4 ~�` / �i /ki' SEWER MAIN WATER MAIN
POND
EXISTING I
BOXELDER
INTERCEPTOR II TIE INTO
EXISTING 6"
+ .� \■ -" - - - SEWER MAIN II WATER MAIN
GREELY WATER LINE I /� I ■ OUT
(APPROXIMATE LOCATION, I I ■ 11 / -I OUT PARCEL ■
NO APPARENT EASEMENT I `/ PARCEL
WIDTH ASSUMING 8O') — I \ ■ F l
TIE INTO
EXISTING
WATER MAN PROSPECT ROAD
MI CITY OF FORT COLLINS�
RESOURCE RECOVERY FARK�
FUTURE 1V WATER MAIN
LINE UNDER INTERSTATE
MAY REWIRE COST SHARING
NOTE
CALL UTftn Y NOTIFICATION
CENTER OF COLORADO
14004224W
CALL 2-BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR'TNE•MARKIN6 OF'UNDERGROUND•
MEMBER UITCRIES.
INFORMATION- SHOWN ON THIS DRAWING' IS'
INTENDED TO DEMONSTRATE CONCEPTUAL
DESIGNS AND IS SUBJECT TO FUTURE
MODIFICATION BASED ON AGENCY REVIEW
COMMENTS AND MORE DETAILED DESIGN
EFFORTS IN 'THE PRELIMINARY DEVELOPMENT
PLAN, FINAL DEVELOPMENT PLAN, AND
CONSTRUCTION DRAWING PHASES OF THE
PROJECT.
200 100 0 200 400
SCALE: 1 " = 200'
LEGEND
---- N EXISTING WATER MAIN
----S EXISTING SANITARY SEWER
W PROPOSED WATER MAIN
S PROPOSED SANITARY SEWER
- - - - - - - - -► PROPOSED STORM DRAIN W/FLOW DIRECTION
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SHEET Cl OF C2
JOB NO. 39177.20
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A..
-71
�,..—....�. d I / �o
�L�� LAKE CANAL
E. J(OCUST STR
( SS
SMITH iE� 5lJF3IVISI
+/7 CACHE LA i
POUDRE DITCH i
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II
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BOXELDE /4910
II
AMIL EST ES I I, I 81v �� ti� A21� \\ii>�i� I ��� III
/�--_ -- ILY
(POND#6 Vow #6
2.57 AC -FT
1�100-YR POND / / / / / / / / / V v /%I✓ �\ 1,
RELEASE TO �/
COOPER SLOUGH
� 126 CFS � i II j .POND- #1
1 / POND #2
i I III 1,(P�blp f
�_� V � < 3.59 AC -FT
RELEASE TO �/ - / 100-YR POND R E I
PONDS �i A3 / % Q RELEASE TO / / 1tr
c 24.2' CF5 / ! > ` e111XELDER CREEK r I 1 e
Kra L_ — , �', 13.06 /' '�. , `� �, 1S6 CFS i ff
POND #2 \ 41 I
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s� Qr�Fo ��rfzowr
i s—
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COOPER SLOUGH i FRONTAGE
P
APPROXIMATE BOUNDARY - - �� �/� / � ROAD
1.35�G-- A4 EROSION / BOXE DER
FEMA100-YRFLOODPLAIN 100-YR D BUFFER �,(
RELEASE' TO 8.90 UTS / ` / �/ ;ri/� y CREEK
CITY OF FORT COLLINS 8.7 CFS ` POND #4 �� / ,/� i
100-YR FLOODPLAIN 1. 5 AC -FT
AREA Tly BE BACKFILLED �� t/ � i k/ �, i �� _ C1 - 4g05 \
TOE VATE IT OUT OF ���� I �'
E TING FLOODPLAIN . I V I �y 2,3.31
CITY OF FORT GOWNS _ V POND #5 . ��f I IT� OFt OR O LIA
100-YR FLOODWAY _ POND P 0.51 AC -FT I - yf I`\
\ / t / 00- FLO WAY`
—_
100-YR POND m I IflO �, C' f �� II CITY F 0 T COLLINS
\ 100� R FLOOD L IN
RELEASE TO �.yR
BOXELDER CREEK - it �y A5 _ I I l I I POND I \ '
�.� � / 9.6 CFS �[ `i o**. 1.48 ` I
` rr/� � I � 4.60 AC FT
I' �r \r �� • • V' I R1 ELEA$ Td ,.. S f
- OMER CREEK '\
\ �� •�FI� ! 1 ��� ��� 1� - J 26.4 G�rL_� amass
GRY WATER LINE- I��� ��� �� — ■ AREA TO BE BACKFILLED
I it I �� / y CUT i 1
(l(P�Rq)5IMATE LOCATION, d(��'l \ T TO ELEVATE IT OUT OF
N'0�APQ ARE T EASEMENT r I �� /�, ��\ C PAR EL �' EXISTING FLOODPLAIN
�,� �'�� PROSPECT ROAD
II �- - I \ CITY OF Ifi4OF*T r-rh LINB\'v . II
r y�
_ v RESOURCEtEOV Y FARft�k
-FEMA 100-YEAR IFLHpI.IIAI
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.Q6 I 2-BUSINESS DAYS IN ADVANCE :2" o O_ W
BEFORE YOU DIG. GRADE, OR EXCAVATE I= Z_ >- = W D7 Z
FOR .THE. MARKING. OF UNDERGROUND - _ m� H F
ME#IBFR UTILITIES. 0a o a V) W <
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FLOODPLAIN AND REGULATION' NOTES z � o 0
of
ANY RESIDENTIAL STRUCTURES IN THE FLOODPLAIN MUST HAVE THE O W,:D `t
LOWEST FLOOR INCLUDING BASEMENT OR CRAWL SPACE ELEVATED 18" N O rn rn
ABOVE THE MOST RESTRICTIVE 100-YEAR FLOOD LEVEL. a . F- C )
ci')
ANY NON-RESIDENTIAL STRUCTURES IN THE FLOODPLAIN MUST EITHER Q Z (n LLJ
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HAVE THE LOWEST FLOOR INCLUDING BASEMENT OR CRAWL SPACE Q O E-- 0
ELEVATED 18" ABOVE THE MOST RESTRICTIVE 100-YEAR FLOOD LEVEL OR I 5 w Z r7 M
BE FLOOD -PROOFED 18" ABOVE THE 100--YEAR-FLOOD LEVEL. a Z 4a� J jX
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CRITICAL FACILITIES ARE NOT ALLOWED TO BE BUILT IN THE MOST 6j w I-- L`
RESTRICTIVE 100-YEAR FLOODPLAIN. PLEASE SEE CHAPTER 10 OF CITY N?0 3f
CODE FOR THE DEFINITION OF CRITICAL FACILITIES.
A FLOODPLAIN USE PERMIT AND $25 PERMIT FEE WILL BE REQUIRED FOR
EACH STRUCTURE THAT IS BUILT IN THE FLOODPLAIN. TO OBTAIN A
CERTIFICATE OF OCCUPATION, AN ELEVATION CERTIFICATE OR
FLOOD -PROOFING CERTIFICATE WILL BE REQUIRED TO BE SUBMITTED AND
APPROVED. -
A FLOODPLAIN USE PERMIT AND $25 PERMIT FEE WILL BE REQUIRED FOR
ANY CONSTRUCTION ACTIVITY IN THE FLOODPLAIN INCLUDING CONSTRUCTION W
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OF THE DETENTION PONDS AND ANY ROADS. W
ALL UTILITIES WITHIN THE MOST RESTRICTIVE 100-YEAR FLOODPLAIN SHALL Z 9
BE DESIGNED TO MINIMIZE OR ELIMINATE INFILTRATION OF FLOODWATERS
INTO THE SYSTEMS AND DISCHARGE FROM THE SYSTEMS INTO
FLOODWATERS. r�zT�
NOTE
INFORMATION- SHOWN ON THIS -DRAWING' IS
INTENDED TO DEMONSTRATE CONCEPTUAL
DESIGNS AND IS SUBJECT TO FUTURE
MODIFICATION BASED ON AGENCY REVIEW
COMMENTS AND MORE DETAILED DESIGN
EFFORTS IN- THE PRELIMINARY DEVELOPMENT a
PLAN, FINAL DEVELOPMENT PLAN, AND o
CONSTRUCTION DRAWING PHASES OF THE
PROJECT. }
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SCALE: 1 " = 200'
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PROJECT
BENCHMARK: NGSBM
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ELEVATION 4887.68
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LEGEND
---- or
EXISTING WATER MAIN
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---- S
EXISTING SANITARY SEWER
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mmm� BASIN BOUNDARY
o-
- - - - - - - -
- o► PROPOSED STORM DRAIN W/FLOW DIRECTION
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10OYR --
FEMA 100-YEAR FLOODPLAIN
Q
100YR.mmM
CITY 100-YEAR FLOODPLAIN
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A - BASIN DESIGNATION
B - BASIN AREA- IN ACRES
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—►
DRAINAGE FLOW DIRECTION
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SHEET C2 OF C2
JOB No. 39177.20