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TEMPORARY CONSTRUCTION
OPENING PIAGRAM
OVER BRA LINE
ORO LINE PROFILE
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GENERAL NOTES iiELENISED FOR CONSTRUCTION
L ALI MATERIALS AND WORXYANSLIFF SHAD. 6E IN ACCORDANCE IN YNE
&EQUi&EMENT3 UP THE WA5HMUrON 5-ATE OEPARPMEN` OF TRANSPDRPOWN
5YANOARD SPECIFICATIONS FOR ROAT DEDUCE A40 APPROVAL CONSTRUCTION -.
EN A35H VERSION DATED ENDS AND A ICAMARNPS
2. EXCEPT OCR SEISMIC HAM RA, THl5 STRUCTURE DAN SEEN SUPPOSED IN ACCORDANCE WITH
TOE REQUIREMe`NTO a THE AAEHTO LRFO OPPOSE DE$;GV SPECIFICATIONS FOURTH. EDWARD
DATED W07 AND 1NTEkLNI TMRORCH:"CA SE RLE PROVEN OVER SEEN:COAYDLCTEO IN
ACCORDANCE: WITH THE REQUIREMENTS OP THE AMATO DATA SPECIFICATIONS FOR PIER
SEISMIC. CRACKS PERMIT OFTEN WAY. TOOT: WITH WI DOT DESIGN MEVANYWO1M AMEMDMENPS
IWZAOS Y51N'O SEISMIC INDEED CATEGORY C, SITE CLASS C AND :A. PENN 69WKP
ACCELERATION COEFFUIENT. (LAW) OF 0.44,
4, THE CPNMEYE IN THE WARNER PECK, .PIER DIAPHANOUS, AND END DtAPNRAGM5 $HALL US"
CLA55 ASSOC. CONCRETE IN THE CRUISE FHAFTK APAU 05 CLASS 4DWI ALL OTHER
CAST -IN PLACE CONCRETE SMALL 8E CG455 4OOD.
,V THE.XOMINA_ SEARING CAPACITY OF SPREM 00r,,09 FAR 5ERVKE. SYREUMH AND
EXTREME MENTt LIWT STATES. SHALL WE TAKEN AD (IN SUNS
5. THE NE AIDA& SHAFT CAPACITY PER SHAFT AT PIER f. &.2 FISALL AS TAKEN AS (El RIFSI:
DE&I6N LIMP STATE
DEE T STATE
SERVICE -I
STRENGTH 3 --
`$EfiACE -V
LDCATDON
EXTREME}..
5ETTLSMENT (A FWW
PIES.2
BRIN FRlCPION
END SEARING
A&F
PIER '5
BAS
I PAID
5. THE NE AIDA& SHAFT CAPACITY PER SHAFT AT PIER f. &.2 FISALL AS TAKEN AS (El RIFSI:
DE&I6N LIMP STATE
LRAFFISH
SERVICE -I
STRENGTH EXTREME- I
.........
ENO GEAR }N(s
....__:c__.
CAN
750 ]SD.
PIES.2
BRIN FRlCPION
END SEARING
G40
275
840 &fO
__._.... __._.L.._....._..._____-
WHO iIXSD
TIOw
$PIN FRICTION
_._..�
tQPE
RfS !$k5
fi HELENA OTHERWISE SYOWW ON THE PLANS, CONCRETE COVER. MEASURED FROM
THE FADE OF THE CONCRETE TO WE FACE OF ANY REINFORCEMENT STEEL
WWL( AE 2L INCHES AT THE TOP OF THE WALKWAY MAE. I INCH AT THE
SEPTUM OP THE SRIDOE DECK, C INCHES AT THE TOP 0P ILRUMGS, 5 INCHES
AT THE. NoTTOM OF FOOPAHGS AND HE fNCHEB AT ALL SPACE LOCATIONS.
>. THE. CONDUITS. JUNCTION CORES. ANO IMA TIES ARE SHOWN POE REFERENCE ONLY. THE
CONTRACTOR SHALL COLANNAIR THESE PLANS SAM WE ELECTRICAL, LTC. AND OTHER
CIVIL MARC
& FALSEWO&X $HALL CA CAREFULLY RUSAWAT TO "EVEN' SOLVED AN UNDUE STORES IN THE
STRUCTURE THE CORPORATE FOR TRAFFIC CARRIERS SHALL NET 0E PLACED WJ THE
FALdENORft HAS MEN RELEASED.
& THE TELEVISION Of AIL EX!&TM.0 OUIOVE& WITHIN IPIS HARDLY WE LAW
STRUCTURES. SONIC WE VERIFIED OF THE CONTRACTOR P009 TO EXCAVATORS
0.. &PLUSES IN CADILLAC SWAM OR MOOT RElNfbkCEME4T SHALL &E WELDED LAP SPLICE TYPE ONLY:
U, IS DENOTES EFFECT COATED REPAIR,
LEGEND
DENI'DIES SECTION, VIEW OR DETAR
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�/ TAKEN OR GNONk DN BkIRG£ SHEEt k& -O-XX
TAKEN OR SHOULD ON THE SAME: SHEET
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