HomeMy WebLinkAbout18.0 Floodplain Development Permit1111riPY41EtiFN1011111/2107{41I4'I LI9M'll11111
Reception#: 786310
05121/2010 11:09:46 AM Jean f7lberico
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 YZ 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, Al
Director
County File Number FDPA6264
1111 hriIP�4inihhlli.N7IWh, I01 l,7+'llitlAilii L 11111
Reception#: 786310
05/21/2010 11:09:46 RM Jean Rlberico
2 of 5 Rec Fee:$0.00 Doc Fee:0.00 GRRFIELD 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.
10.0n -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.
i
B/F A
TCI LANE 8' WIDE
ASPHALT PATH
BRIDGE DESIGN INFORMATION
SPAN
1
SPAN
2
OVERALL LENGTH
76'-10"
115'-0"
CLEAR WIDTH
CORROSION PROTECTION
N/A
N/A
CAMBER
NONE
NONE
UNE LOAD
85 PSF
85 PSF
VEHICLE LOAD
10 K
10 K
WIND LOAD
35 PSF
35 PSF
SEISMIC ZONE
1
1
RUB RAILS
N/A
N/A
TOE PLATE
STEEL
STEEL
RAIL HEIGHT
DECKING
TIMBER
TIMBER
TRUSS TYPE
H - TYPE
H - TYPE
STEP
2'-6" MAX
2'-6" MAX
BREAKAWAY DEVICE
NO
NO
CLOSURE PLATE
REQUIRED
REQUIRED
SKEW
90"
90°
6320
RUB RAIL
8'-0" CLEAR
4 BRIDGE
TOP CHORD
VERTICAL
TOE PLATE
PGL & HCL
BER DECK
FLOOR BEAM
STRINGER
GENERAL NOTES:
A. ALL WORK SHALL BE IN ACCORDANCE WITH THE COLORADO
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD
AND BRIDGE CONSTRUCTION, 2005 EOMON, 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
9"
76'-10" SPAN #1
BRIDGE PLAN
10 5 0 10
ORIGINAL SCALE: 1" = 10'
1" EJ
ABUTMENT
OR PIER
ABUT - B/F ABUT
115'-0" SPAN #2
m
PIER #2 ELEV 6309.00
TCI LANE RANCH
6300
6290 —
/
t 5 LOW CHORD AT THIS
2 -6" MAX s * 100 -YR ELEV 6301.83. e END = 6308.52 MIN / r
3,___________________________________________/
LOW CHORD AT THIS f— I
ENO = 6302.8 MIN * 100 -YR ELEV BASED ON:
BRIDGE PROFILE — H—TRUSS FL00D UNITS, EXHIBIT SHEET 1, JOB No. E-5875, MAY 21st 2008
0 5 0 10 (FROM DREXEL & BARREL & CO. 1-11-10)
BRIDGE SECTION — H—TRUSS
2 1 0 2
ORIGINAL SCALE: 11 = 1-0"
r
.*,o
ri
OD�
OD m BRIO GRANDE TRAIL /,"
ORIGINAL SCALE: 1" = 10
6320
6310
6300
6290
Print Date:
File Name:
Horiz. Scole:
Vert. Scole: As Noted
Unit Information Unit Leader Initials
)
Sheet Revisions
Date:
Comments Init.
sntu zan
..twin r am em.com
As Constructed
No Revisions:
Revised:
TCI Lane Ranch Pedestrian Bridge
GENERAL LAYOUT
PEDESTRIAN BRIDGE
Project No./Code
STE M535-004
Void:
Designer:
Detailer:
Sheet Subset:
Structure
Numbers
16663
BX 1 Subset Sheets:
Sheet Number
DRBXII„ BARREL & CO.
rn &08Sm ore
310 SUOMI
900LOHP,COw8S00MOI
na+rAr )CHOM
MAN
94Cv
°OMa000:we°av
m
msAcnc088i
OWNER%OEVELOPER;
86
`-1,011:
03.0 WES
MIN FFE=
6307.4' — --
F LOT : 87
0.20 ACRES
MIN FIFE=
6307.4
LOT : 88
0.31 ACRES
4318 MIN FFE= I'
, 6307.4 A
MIN FFE=
6311 9.4
`i'<1.T • 77
0.30 "ACSYES' -
60 30 0 60 120
SCALE: 1"-60'
MIN FFE=
6309.26 /
6399 4.
10T : 73 LOT :472-
.39
72'.39 ACRES. 0.33 ACRES
-- LOT : 71
$ 1 x 0.32 ACRES
MIN FFE=
6304 FPE-111 MIN 6fE--\
630.,: 6307.4
—8631.48
(B)/ LOT : 76 •
0.43 ACRES H
/ LOT : 7S
JI LOT : 74 ACRES‘
-0.33 ACRES
N06Ie 099<05 a 6e.0<0
o
FUND
PROPERTY UNE.
FLOWPLAIN 0EY10PMENT PERMIT CROSS SECTION i.0..
* DENOTES 0l1ERPOtATEO CROSS SECTION
FEMA 010 CROSS rc110N 1.0
RS CROSS SECTION 10091109 .
IX. Fl900596
E%. (1000 AREA
00R El£VA110
1
NOTE:
1. ALL ELEVATIONS SHOWN ON THIS PLAN ARE BASED
ON NAVO 88 DATUM, UNLESS OTHERWISE NOTED.
2. CONVERSION:
ELEV 100.0 (NAVO 1929)=104.51 (NAVD 1988)
3. FLOODPLAIN LIMITS PLOTTED FOR FEMA FIS
MAPPING, NOT 8Y ELEVATION.
4. ELEVATIONS NOTED ARE REGULATORY FLOODPLAIN
MODEL
12/23/09
DESIGNED 8Y: MM.
DRAWN BY: CY
CHECKED BT JAB
RE NAME:I 511E PWV1015
OEA9LNG SCM F:
HORIZONTAL: Y'=60'
VERDOAL NONE
FLOODPLAIN
SITE PLAN
LOTS
PROJECT N0. E-5875
DRAWING N0.
LOT: 40
.0.31 ACRES
BE 41
- 5785.1 SF
'MN FEE—
>s, 6288.38---
•l BE 42
5200.8 S< /
4S
C2,
\ "MIN /BE
/
6268.96FFE3591.9 SF-'-
/
/ MIN EFE= /'
6289.99
LOT : 36 qy+
T : 5 37 \0.23 ACRES LOT : 35 +��/
kCRE4 , • 0.22 ACRE
1
�82
\\\\ ��� 6296_
PREPARED BY:
BE
as'4128.044SF
MIN FTE
6221C11-= I a
0.31 ACR5
ES
IN FFE-'. '
8-- 3°2
-6T0� t
�'—''�'/ • 1 LOT.; 48 .,......n"
LOT : 47 —6:35 ACRES.•' V
0.341. ACRE51 0.35 ACR $'\ MIN FFE= MIN
-1, 4294.63 MIN FFE=
06,2 ,
� 629&31,-
MIN FFE= MIN FEE
t. 6223.E9o, 1 6294.01 -
e:a.,`..:om
E S
LOT: 6
0,43 • ACRE
1 6302.1
630£.7 I
•
LOT -: "8E
OS3 ACRES
,.._,MW FFE=
,636`!'
ISSUE
SUBMITTAL SET
DATE
12/23/09
09210NEO 89;
MAA
DRAWN 866
0
CHEC%ED 8T: Jh8
FILENAME SIZE PUN101S
ORZOWTA Cf4 F;
H0ER 0NTAl 1"®60'
VEA1tCAL NONE
FLOODPLAIN
SITE PLAN
LOTS
SHEET: 2 OF 7