HomeMy WebLinkAbout5.0 Land Use Change PermitBili 111111 1 ".6 111INT WILL , N W, W, I f IA11,41 1111111
Reception#: 786310
05/21/2010 11:09:46 RM Jean Alberico
1 of 5 Rec Fee:$0.00 Doc Fee:0.00 GARFIELD COUNTY CO
LAND USE CHANGE PERMIT
for
DEVELOPMENT WITHIN THE FLOODPLAIN OF THE ROARING FORK RIVER
FOR TCI LANE RANCH PUD, GENERALLY LOCATED ''Y2 MILE EAST OF
CATHERINE STORE ON STATE HIGHWAY 82, IN SECTIONS 31 & 32,
TOWNSHIP 7 SOUTH, RANGE 86 WEST, GARFIELD COUNTY.
PARCEL NO# 2391-311-00-033 AND
2391-323-00-051
In accordance with and pursuant to §4-111, Development in the 100 -year
Floodplain, of the Unified Land Use Resolution of Garfield County of 2008, as
amended, the Director of the Building and Planning Department hereby authorizes
the following activity:
Construction of a pedestrian bridge within
the flood -fringe and the floodway, and
placement of fill on residential lots located
within the flood -fringe of the designated 100 -
year floodplain of the Roaring Fork River
This Land Use Change Permit is issued subject to the conditions set forth in Exhibit
A (attached hereto), and shall be valid only during compliance with such conditions
and other applicable provisions of the Unified Land Use Resolution of 2008, as
amended, Building Code, and other regulations of the Board of County
Commissioners of Garfield County, Colorado.
BUILDING AND PLANNING DEPARTMENT,
GARFIELD COUNTY, COLORADO
Fred A. Jarman, AI
Director
County File Number FDPA6264
111F1.6F MANkt 111I9M1aG ,IOTPLAPI 11111
Reception#: 786310
05/21/2010 11:09:46 AN Jean Alberico
2 of 5 Rec Fee:$0.00 Doc Fee: 0.00 GARFIELD COUNTY CO
EXHIBIT A — TCI Lane Ranch PUD Floodplain Permit
1. All representations of the applicant within the application shall be considered
conditions of approval unless otherwise modified by the Director Determination.
2. Prior to issuance of the Final Plat for TCI Lane Ranch PUD the Applicant shall
provide a copy of the conditional FIRM and floodway map revision approved
through FEMA.
3. No alterations of the floodplain may be made other than the specific
improvements noted in the application and shown on drawings by James
Brzostowicz, P.E., as labeled "General Layout Pedestrian Bridge" and
"Floodplain Site Plan Lots" Sheets 1 and 2 attached hereto as Exhibit B.
4. All new construction or substantial improvements shall be designed (or modified)
and adequately anchored to prevent flotation, collapse or lateral movement of the
structure resulting from hydrodynamic and hydrostatic loads, including the effects
of buoyancy.
5. All new construction or substantial improvements shall be constructed with
materials resistant to flood damage.
6. All new construction or substantial improvements shall be constructed by
methods and practices that minimize flood damage.
7. All new construction or substantial improvements shall be constructed with
electrical, heating, ventilation, plumbing, and air conditioning equipment and
other service facilities that are designed and/or located so as to prevent water
from entering or accumulating within the components during conditions of
flooding.
8. All new and replacement water supply systems shall be designed to minimize or
eliminate infiltration of flood waters into the system.
9. New and replacement sanitary sewage systems shall be designed to minimize or
eliminate infiltration of flood waters into the system and discharge from the
systems into flood waters.
10. On-site waste disposal systems shall be located to avoid impairment to them or
contamination from them during flooding.
11. No disturbance of a regulated wetland shall be allowed.
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ABUT #1
A
TO LANE 8' WIDE
ASPHALT PATH
BRIDGE DESIGN INFORMATION
SPAN
1
SPAN
2
OVERALL LENGTH
76'-10"
115'-0"
CLEAR WIDTH
8.-G"
8' 0'
CORROSION PROTECTION
N/A
N/A
CAMBER
NONE
NONE
LIVE LOAD
85 PSF
85 PSF
VEHICLE LOAD
10 K
10 K
WIND LOAD
35 PSE
_1
35 PST
SEISMIC ZONE
1
RUB RAILS
N/A
I N/A
TOE PLATE
STEEL
STEEL
RAIL HEIGHT
4'-6"
4'-6"
DECKING
TIMBER
TIMBER
TRUSS TYPE
H - TYPE
I H - TYPE
STEP
2'-6" MAX
1 2'-6" MAX
BREARAWAY DEVICE I NO
I NO _
CLOSURE PLATE
REQUIRED
REQUIRED
SKEW
90°
90°
6320 -
6310 TCI LANE
____---
6300
6290
Print Date
File Name:
H or" Scale:
Unit Information
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GENERAL NOTES
A. ALL WORK SHALL BE IN ACCORDANCE WITH THE COLORADO
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD
AND BRIDGE CONSTRUCTION, 2005 EDITION, AND PROJECT SPECIAL
PROVISIONS; THE LATEST M&S STANDARDS; COUNTY OF GARFIELD
STANDARDS; AND THE PROJECT CONTRACT BID DOCUMENTS.
B. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM
SPECIFICATIONS: COLD FORMED WELDED SQUARE AND RECTANGULAR
HOLLOW STRUCTURAL SECTIONS: ASTM A847 PLATES AND OTHER
STRUCTURAL STEEL SHAPES: ASTM A588 ANCHOR BOLTS: ASTM A307
76'-10" SPAN #1
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193'-5" /FBUT =B/F ABUT
PIER #2
1 �(
BRIDGE PLAN
0 5 010
ORIGINAL SCALE: 1" = 70'0'
SPAN
Y
W
CD
W
W
W
CD
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193'-5" B/F ABUT — B/F ABUT
6 PIER #2 ELEV 6309.00
MAX * 100—YR ELEV 6301.83
------------------- _
LOW CHORD AT THIS
--------
END = 6302.8 MIN
BRIDGE PROFILE — H—TRUSS
10 5 0 10
ORIGINAL SCALE: i" = 10'
_ Sheet Revisions
Date: Comments In it. _,£_ La's and ASmCt�g; InC.
Vert. Scale: As Noted
Unit Leader Initials:
115'-0"
BRIDGE SECTION — H—TRUSS
2 1 0 2
ORIGINAL SCALE: Hi" = V-0"
\J' BRIO GRANDE TRAIL i� 6320
i
i
6310
i
LOW CHORD AT THIS
END 6308.52 MIN
/ 6300
* 100—YR ELEV BASED ON:
FLOOD LIMITS, EXHIBIT SHEET 1, JOB No. E-5875, MAY 21st 2008
(FROM DREXEL & BARBELL & CO. 1-11-10) 6290
TCI Lane Ranch Pedestrian Budge
As Constructed Project No./Code
GENERAL LAYOUT
No Revisions: PEDESTRIAN BRIDGE ( STE M535--004
Revised: Designer: Structure 16663
- Detailer— �Numbers�—
Void: Sheet Subset: BX Subset Sheets: Sheet Number -
0.4] ACRES -
MIN FFE=
6298.09
1
LOT -.--39
I- LOT: 36 ¢
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�0.19 ACRES ,_.1 // .: ", ---
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5200.6 SF / 6}a} LOT : $1'. \ \
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RE 43 \
MIN Fr E- 35919 IF --
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s 6268.96/ =§ -- LOT
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MIN F E \ "
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62 y 2
5 RE
89 99
--� _ 1 0.34 ACRES I MIN FFE 1 6
MIN FFt=
MI
629111 f T ACRES '� 1 629463 6295
MIN FFE-
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MIN FFE 1 MIN FFE
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MIN
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'0:58 ACR
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PREPARED 8Y:
DREXRL, HARRELL,$ CO
Suv on
1Bm N1861468(
HUOfDPP. tl](Lanrotl3ol
1 PUIGNM 81 1 MAA I
RIZONNG SCA [;
NORIAONTAL 1°=60'
VERTCAO NONE
FLOODPLAIN
SITE PLAN
LOTS
0.4] ACRES -
MIN FFE=
6298.09
1
OT : 62` \
'0:58 ACR
/0,-
PREPARED 8Y:
DREXRL, HARRELL,$ CO
Suv on
1Bm N1861468(
HUOfDPP. tl](Lanrotl3ol
1 PUIGNM 81 1 MAA I
RIZONNG SCA [;
NORIAONTAL 1°=60'
VERTCAO NONE
FLOODPLAIN
SITE PLAN
LOTS