159-08 Oversized Plans 2011

u Head Creek Class SA Waters 18-88-8-4
6 1 AM r-3-Proposed Site
1 : 100
P
1 dosed Bridge
5 walk -Way
�1 nts
2x6 Cap
6x6 Post
S!, Wire Rail
2x6 Decking
2x12 Deck Joists
RT RIDGE PREU141NARY CR05,18 SEt;
ALL WooD TID ut P.Tf SYP, ALL FASTEN F—IRS TC 'D OR T. Sn—
.'ag Cor
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AW7 ZZ
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AT STATM 1340
Tw#*Fj"MTM
CART BRIDGE—H—CTION A —A (1" 1-2. FEET)
RECEIVED
MM, BRIDGE STRUCTURE tS INTEMMID TO BE 7 ADOVE MARSH GRASS AOIZ120
FROM STATIPON 11*7* 10 STAIN 114«Sl
CLF-AFtANCEtSWZtXEDATGMGEA,$tOACs4ESTip &VA-tUPMTH 17 ZCW-V.
EXISTINIra ROAD ELLrVATXM
Permitted Cross Section
1L-9-29-0
nts
AQW-19
-x -- 1 .1 1 1 -1 1 - -- - -- " - . - - - - -1.1 1- - it
Bridge Structure is Intended to Be 3€-0" Min. Above Grass From Station 11+78 to Station 14+93.
Clearance is Reduces at Bridge Approaches to Meet Up With Exist. Road Elevationci
A-"\ �j Proposed Section
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Notes
1 Exist- CAMA Permit 159-08 and Stormwater Permit &�iV6-070805 Aliows for a MAXI 8' Wide Impervious Deck. Request Addition of Wood
Wakway for Total Width of 22'-8" But With Removal of Wear Deck to Make Structure Pervious.
2 Not Final Structural Drawing. Builder/Engineer Option to Frame in Opposite Direction.
3 Bridge Has Both Radial and Vertical Curves as Per Sh. I of 4, 6-17-2008. The Alignment and Height Above Coastal Wetland of the
Authorized Wooden Cart Bridge Shall Adhere to the Alignment Depicted on the Permit Drawing(s).
Proposed Bridge Plan
192
Bruce Allarek.
RE
5489 Eastwind Rd.
Wilmington., NC 28403
`-201!
Bridge11 6'-1 8"xCart Bridge - 18 plus walk NO WEAR DE( K(Recoverj)6.rvt