129-08 OVERSIZE PLANS

SANDFIDDLER
SANDPIPER
OCEAN
PEARL
Q x
'= PIKE
T RPON m SHAD
POT
SAIL -FISH T SALMON
SITE -
TEAL
VICINITY MAP
NTS
EFI
EFI
WIRE F
ENCROACHES
3
WIRE
ENCROACH[
DDnDnccl'l ntrlm
«.l
(60' R/W) TEAL ROAD UNIMPROVED ROADWAY
SITE OVERVIEW
SCALE: 1 " = 15'
HORELINE (1 /14/08)
T M
TOP OF BANK 1/14/08)
5
18'+/
Sn IS-1
N
141111=��
PROPOSED FRAMING PLAN
Scale:1/4" =1'-011
LEGFND
—
EX. PIPE
Q —
REBAR SET
® —
EX. REBAR
—
EX. FEN;VE IRON
❑ —
CONC. MON. SET
—
EX. P/K NAIL
L� —
P/K NAIL SET
(D —
SPRINT FIBRE OPTIC
® —
CATV PED.
C-O-)—
UTILITY POLE
❑ —
ELEC. BOX
E —
LIGHTPOST
® —
WATER METER
EXISTING ELEV.
ANY DISCREPANCIES (DIMENSIONAL OR OTHER) DEPICTED ON THE CONSTRUCTION DOCUMENTS
MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO FABRICATION OR
CONSTRUCTION. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR COORDINATING
INFORMATION BETWEEN STRUCTURAL DOCUMENTS AND ARCHITECTURAL SPECIFICATIONS.
DESIGN LOAD TABLE
DESIGN LOADS (psf
LIVE LOAD
DEAD LOAD
DEFLECTION
EXTERIOR DECKS
40
10
L/360
BEAM SCHEDULE
MARK
DESCRIPTION
BM-1
2X80.40ACQ
JS-1
2 X 8 0.40 ACQ @ 161'O.C. (max)
'/ "X6" DECKING (typ)
BM-1 w/(2) 5/8 "O BOLT
EACH END (typ).
LPPROXIMATE SWL
•- •-- •-.' .� .-..-..-......-..-.
lil
-EXISTING GRADE:
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.
8X8" TIMBER PILINGS
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61-0" OC w/
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8ft. EMBEDMENT DEPTH
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PROPOSED Eft. WIDE
PIER CROSS SECTION
Scale: 1/4" = V-0"
21' X 8" 2.5 CCA WALER
NEXGEN 7.25 COMPO' TfE
SHEET PILES
/8" 0 GALVANIZED
IE BACK RODS
8" 0 T.W. ROUND
DEADMAN 5' LONG
OLT & WASHER
PLAN VIEW
Scale: N.T.S.
5/8" 0 THRU - BOLT
V2" X 8" 0.40 ACQ WALE
5/8" 0 GALVANIZED
LAG SCREWS 2' O.C.
(Ty'.)
'� i
'T.W. WALERS
flLzubth i l
2"X8" T.W. CAP BOARDS
DEAD MAN ANCHORS
PROPOSED NEXGEN 7.25 SERIES SHEET
PILES PER MANUFACTURER'S
SPECIFICATIONS (typ).
TYPICAL EXTERIOR DECK SECTION
Scale: N.T.S.
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F1t.E NQ:
08145600P1
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OF 1 SHEETS