1975 - Eval. of Exisiting Crane Foundations Berth 6.pdf

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101 III

2lI6 215

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ALLOWAILI _En LeAH· lIPS FOI elVEN FOUNDATIOI ITREIS COIIITIDNS n.

lot

II.

FOUNDATIOI CRACKED. TYPE lOT IETElMfIl£Df SEE 1£P,911

RECOMMEIIDED TIIAT II~ SURCHARGE OR CRANE LOADS BE PERNITTE'

ON TK/S AREA IN ITS PRESENT COIIDITIOI. UTENSIVE QUAY WALL

AND FOUNDATlOll MOVEMENTS. SEE REPORT.

II

n

II

,70

R I

DESCRIPTION

RAIL SIZE

ADDEO TABLE

COlT .IUOUS

FOOTINGS ON

SHALLOW ROCK FIL

100 LB.

CONTI NUOUS

SPREAD

FOOTING

las LI.

100 LB.

CONTINUOUS_

fooTIN&

100 LB.

cOlin NUOUS

SPREAD

FOOTIIG

135 LI•

'DO LB.

/U LB.

lUll.

COIICRETE BEAM I

&I RDER ON QUAY

WALL' PILES

CONT III\IOUS

UTIliTY T"'"EL

CONCRETE BEAM ,

&lRDU 011 QUAY

WALL' PILES

CONTINUOUS

FOOTINGS 01 RilCK

AND SOIL FILL

'180

A

FOUNDATION

CONSTRUCTION· '

LI N. n t- +_C_R_AN_E.N_O_S~._2....,','_21_-1-__C_RrAN_E_.._ ....21-,-_-+_Ct_M.......,e,....._s.--'-u.,...'_..,...;....'_<-I CONST. AT AT AT AT At AT AT AT AT

100 J liS J In ~ IOC! J IIS~, ,n I .100' liS' fat.

STRESS STRESS STRESS STRESS STRESS STRESS STIESS STRESS SliESS

LTR

lell2

1t73

I~

Ito..

lto~

AND

IItU

DATE

COliSl.

I.

LOUTION

I. VALUES SHOW lit THE TABLE ARE NOT INTENDED TO REFLECT THE.CAPACITY 0, TIE ewES '

I. VALUES lit TABLE ARE

IIOTES:

IEITH. I

IUTK I",

DRYOOCK NO. 2

EAST SIDE

AT CAISSG«

&~f:"_~ " -~ -.-oJ

IUTII •

DlYOOCK NO.2, EAsi SIDE

IuTIL 1

DIYOOCI NO. 2

WUJ SIDI

DRY DOCK NO. 2

KUD EIlD

AIU

.r ----

-'-'1;-.--,~,

• I

I

.J ~

L , t OUTeOA~ ~II..

L..·t",,&,,"to e.... 11..

l

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! • I Il.EI IIJF"OfUIiO I ~Il':EiiT" I l.ITILST.,. 'TUNNIiL, .' -r- I', or

OR'( COC.K NO,

~ 0 1.1""..... ' ••T

..:0". ~

',."0-;. .. •

J~ J _.I' .

c,:': .~

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I

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TO MA1'CH

EXI51IN'G-BEAM

13 IDA.

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REP'D BY DATE APPROVE

N). 1/9/81

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TH'

~::::::;;;::L-DI2YDOCK. NO.~

1-~

J :

REVISION~

I . •

'Ito STIRRUPS @ 9 ','T'fPICAl

5·"-9

..~ STIRRUPS @ 9 TYPICAL

O?'YOOCk t-IO.• L-.---I:t-~!--SEE NA"FAC

DeAWING. NO.

'2017lD~ '" dI «

I II

10'2,-0, DESCRIPTION

"05 .::>iIRRUPS @ 18

REVISED ASBU1LT

\#~--I----------,A~J I

JZ" VIT. DRAIN, 11-1'1.

lOO'E)o! WI1H 15' ::lPLll, STEEL

SLtE:VE., \ "= 102-0

I

...z.:, & VI1. ORh\~

INV. 100' 12. :!:

'NI1H 14:" SPLIT

.::3TEE\.. SLEE.vt.

. '(j) 11\ ,sPACES @ 17-0 =

[LEVI\ ,O~-"-,,. SUPPOR'·. BEAM

CRANE . RA\L.

SCALE )1- t~o~

6'VIl DRAIN INv. rl' JOO'48 t 'WITH I I 14" 5PLl1 STEEL 'rill 5LEE'IE I rr

"j

6 EQUAL

~e:e reibolL, -~ ~e -'GI2OUt-lOlJJGo (4 LOCA.iIOt-J~)

BEAM ELEVATION 104.71

e: VrT. DR'AIH 'NV. jOO'40i

WITI-\ 14" 51"\.IT

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Cf I

BEAM HP

14" 89.

I E.L.104·70.

r.._'--

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EXPOSED 10 NEW CONCRETE. - TYPICA\

CHECK GRAPHIC SCALES BEFORE USING

.7":=-1'-D~ t' PIPE &.E NAVfAC DAA'WING t-!o.. 2017lD46

1NOTE.S ~

CD 1. Al.1- PIL!.9 A~e. HF' \4.>< IO't.

2. FOR PILE POI~T DETAIl- seE.

N.~VFAC DRAWING JIJO. 'ZOt'7e:r~Gi

3. ALL PILES, ARE t,OCATE:D OM <l

OF RAIL UNL£~' 'OTH~RWI5E SHO\<JN.

4. PILf. CUTOfF [t.C:~ATlOti 10i'06 EX";

C[PT P1U.S n 11'. n.. leo·O" 6 AU: j~ 6j'" AT "n.101'30': -. - '"

S, ~Ll UTIUilf~ S~M~t £)lISTING. £XCEPl .

A~ N01ED. SEt AAVFAC DRt'\Wlt-tG No.IOI7'-48.·

(0. FOP. SEC"fr()N c-C "~RU' ,.·f & pop, \:)U::' N",\lF'AC DAA'¥J\NG' No. 2ot7"~. .

7. fOJ\ DRAINAGE OET"I\.~ .u. NAVF"AC KEY P N ~"WIt-lG toIa. 2Ot7lD4~. . . LA

6. FoR RAIl.. ALI6r..1MEJ-J'T ~eEl' IJAVJ:'M:, DRAWIIJ<!J uo. 20m.41.

0-e"WATER

PIPE

li'ORAIIJ LIIJE

SCALES.

.0. ,,10

EXIOT. CONe. .ENCASED ELE.C.TRIC"\.. SERVICE OUc,.s,li~ PREMOULDED FILLER ON "LI- SIOE~ EXPOSED TO NE.W CoNCRETE. -·pPlCA\..

I BE.M...l HP n><74

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4*cQ

T~I I I I

. I I

GRAPHIC

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l.4><89

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ELEV.J03·~

lot;

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PLAN- BERTH (0 AIJD 7 - DECK FRAMI./.J6

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SLEEVES CtD" PIPE)

'-10. 1.10 ~E;.. 4iJ~o ~ CoEOUtJOIIoJG C.A2>t.E.

cor-JC2_ie.

PILe: CAP

Ai COr-l5TRUC-

I::CHANICAL

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.sCALE - VERTICAL ~. 11-0" ~'ZONTAL ~ .. 11.0:

d·o·

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PIPE

CAell.i. weLDE:.D "TO 26J1..C; AWD PILE;Co f:/"{ exO"Tl-lE:.eMlCP~

.~Leev= ((J' PIPE.)

':'LEEVE (10" PIPE;)

1.5__-0_ _\_~!~_15_"_0_11__........1 15_"_0_"_--.I_---=I-=.'2.~--'~"'-\\__J

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TOP OF BEAM

r:c" TYP\Q'I .

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C?Nll~UOLlS KEY .ELEVATON - .sUPPORT BEAM -4: "j'.4: TYPICAL CRANE RAIL W

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CONTINUOUS KE1 ....ti~-:::-:=-==-==-=--=::;jtni<l--l---df--4lrt"i\I------~Irt-i\l--_u_--4-4-----+-P.--r.."" j,,+··--t-'rf;l---~--:"'---,-.2lJ -0 --f

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AT BAY.X.

I~O" Z'_cQ·, I~O ~"'8 ORILL 2" OIA.. HOLE FILL +----+-o--=-~-_+_'/~/ wITH (':;~OU-r, ,.'(~ (Ie" o.c.)

<l- G1

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/ c.I2DU~OIIJC. (4 LOCAT~)

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; 'T'(PICAL,

FOR OETAIL.t:l t:leE:

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BOTTOM OF BEAM

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0 ~ , . , :' .~ ~ ~_.::-. '( FAY• DEPARTMENT OF THE NAVY NI\VAL FACILITIES ENGINEERING COMMAN

~ '2"O~ 1ld. ~.

- , SPOffORD a THORNDIKE. INC.

;, ".5~H2.1 ~ -~ . -

. . . - . ':t. •~".• . , NORTHERN DIVISION!N ' . • i .-# l~$;' ~ . '. ~

. ': ' .... BOSTON. MASS. . /.,.,-

~.ltO-=f

I f ~ 4r ~ .... 10 ~flflf/lIIll".~ -0-.- ',' ',-=-- -.,."--.-

~··ARCH!TECTS ~ [NGINEER$ . NAVAL SASE • PHIl.ADEl.PHIA. Pi

. .. '.... • . ... r-,,- • , L~", l~ , .''''; • II) ...\ 1 '.::: . [ , I I I , I \}f NEW 1/111/. . .

. It!.J ~ DES C.l<.l.. IDR ..Jl... (cHK ~U... F.

IIJ SEC,.ION K-K ":.. r- -, ..~.::. - ~~'I. ~ . . PORTSMOUTH NAVAL SHIPYARD PORTSMOUTH.N,.

"'5@ J2 d ;': '. I I ;,1. 2 . -......1 ~.. '. l~" '- .'. ~\<Jiz• 11·0~

'. .,.)- ~~~Dh!!Y~ -·"a,~;i. ; ADDITIONAL CRANE RAIL . SYSTEM. "'"5~ J2-' •• I'v .. l i#. II) SCALE .

c ' . '" '4_ 0

/ :> 10 l.5 2.0 t!lrJ:'" · ~.

t

" ~'. • .f. ." ~ .. . '- ." 4'-a·l~&I :-.- .. " '~, • ... • .' 4. •••• • •••', ... i ';'" CONSTRUCTION DRYDOCK NO. t a BERTHS ea1 ",.. .

~I- I I. , « t ::J I I I i (; AlBREClIT· ~I

4-~ lOP~eoT J K.-J ~ ~Tea Ptl.E. ' ~ DiWlECTCR ,. BERTHS 6 AND 7 .

SECTION J-J it ;;; Net. 1399 Q q"J .

~~g~tt.~I~.I.C; qt)?1&? .

i CUT IIoI:SIDE: _ L-i .. 20 25 .:50 ~ ","0 "'ill'~ ~ t8 ~ .' CONCRETE FRAMING'PLAN AND DETAIl.S0 0 JO 15 '?< 0. G1S1'~~ ~ §

J SCALE 91 • lId DE.iA.' L :t... !\ !. " '?< I<"(.i ~_ ~<§ if$' eA~@. PILE•. I I ! ! I 1 ',0' , ,

• -0 1\ I til I ~1;;'I.'SSJ(jNA\. \: ~~~

HO. o lit. . ,.~

: J.-J END DETA\L. SCALE Wi/J/JIIIfIIfIII\\\\\\\~ APPROVED DAn; SIZE CODE IDENT. NO. NAVFAC DRAWING NO.

!i''l. ="-0" ~EC10N ·H-H CI2AJ.JE. 2A\L Qf2OUNOt~ '-2017635, TP-65~ SCA\.E !'z,.J'·d I/i,,'·0,1 . OFFICER IN CHARG£ . F 8009l , i·, tYPICAL 5TRUT Dt:TAILS.

~I

SATISFACTORY TO: DATE' !C!pmlJl~tl CONSTR. CONTR. NO:N62412-7~C ..OO< i Pwo LIB Of ta:fy.l.nL- I'ttlR IV F R AND FAt:· • SCAl.E: AS SHOWN SPEc.04-16-0006 t SHEET .,& ~"',:" SOu J- _.

OCI'·fST 08955-100-12-13' -- .~._- ..- ..... ". - . ---- ... .....- -r-' --..------- -- --"--'~- .---'. -_.~- -- """ .. .. . . -.'.-.- ... " - - - -- - - - ••- .-•.-- --"'T fr- _.. _.._--_.~-- '. -.,'.. , .-.'", ". ---- '.- _. - .--. .--_._-. .._--- ---.-. -- .__.

.- -._- .. _____ '-""0

PSNY Berth 6.PDF.pdf