AUKE BAY MARINE STATION FLOAT EXTENSION - City and ...

CITY & BOROUGH OF JUNEAU, ALASKA

AUKE BAY MARINE STATION FLOAT EXTENSION 2018

PORT ENGINEER'S OFFICE 155 S Seward Street-Juneau, AK 99801

907-586-0397 * 907-723-2851 cell Scale: use dimensions

Contract No. DH 18-068

Clff/NUIIClll OI J'IIIIIIJI * AU.SUS cmw. mY

DOCKS AND HARBORS DEPARTMENT

LIST OF SHEETS 1. TITLE SHEET 2. PLAN LAYOUT 3. FLOAT PLAN-FRAME-SECTION 4. ANCHOR PROFILE-SILL DIAGRAMS 5. STRINGER DIAGRAMS 6. STEEL HARDWARE 7. TRANSITION RAMP 8. EXISTING CONCRETE FLOAT MODIFICATION

CONTRACT: DH18-068 WG FILE:

TITLE SHEET

SHEET 1 OF 8

/I// I· lN I

/ / / CBJ MANAGED TIDELANDS I I

1

\ \ \ \

\ I I I I I I I

I I I I \ I I I I O \

I g cl, I ":" q, o I I o ~ \ /

I f 'P t'Y') \ Ff O O ~. I /~2t NAVY W/ CHAIN TO FLOAT

/ O ~~ / \ -' ' I "' 1.______, I "I , \

I 1":" I I \ ,t----._\ I \ \ ~ 6 / 11385 GLACIER HIGHWAY

I I / ( \ \ \ ~ \ I I I I \ \ \ \ \ \ I CHAIN TO PAD EYE IN

'1 \ \ ----- ( .:::, / \ \ \ \ \ / ROCK FORMATION i!5 I I \ NEW 100' X 14' 'FLOAT, 0 ____,_____ .--0

VJ 5 / \ WOOD DECK ? N POLY TUBES\,, ~ -17 ·6

\ I v --g:: / I \ \ \ \ \ \ \ ~ \ -- ¥ -- \

,-.J

O / \ \ \ \ \\ \ \ \ \ t-- _. 1 Lgoo# CONCRETE BLOCK

ff1~\ \ ti / I \ \ I I I \ ) 1, 2.5' X ~- 5' X 1' I

Q:'Q:' '\\1 \ \ \ \-- -- 1 , \ ~g , \ \ \ .J. -- ' I Q:' \ , i i \ I

11309 GLACIER HIGHWAY

ABMS PROPERTIES UPLAND BUILDINGS NOT SHOWN ti~ I I \ \ _. \---1 -- \ \ \ \ \

/ _. _. \ \ \ \ TRANSITION RAMP UPLANDS -------

NOTES : 1. ALL HARDWARE, WELDMENTS, AND CHAIN SHALL BE HOT DIP GALVANIZED. 2. TIMBER BOLTS (T.B.) (ECONOMY HEAD) TYPICAL, UNLESS NOTED. 3. POLY PONTOON LENGTHS AND TAB SPACING VARIES WITH AMBIENT TEMPERATURE AND

DIRECT SUN EXPOSURE. 4 . HEX HEAD(H.H.) BOLTS IF INDICATED REQUIRE NUT AND MALLEABLE IRON OR STEEL PLATE

WASHERS BETWEEN WOOD SURFACES WITH LOCK WASHER ON STEEL SURFACES. 5. NOT ALL REQUIRED BOLTS OR LAGS ARE SHOWN OR CALLED OUT. 6. ALL SAWN LUMBER AND LAMINATED TIMBERS SHALL BE ACZA TREATED. 7, LOCATIONS WITHOUT POLY TAB SHALL HAVE AT LEAST ONE STRAP 8. FIELD DRILLED HOLES AND CUTS SHALL BE TREATED (LIBERALLY SOAKED WITH

APPROPRIATE TREATMENT) . 9. NAIL BUMPER BOARDS WITH 20d GALV BOX NAILS NOT LESS THAN 2 EVERY 24" O.C. 10. CONTRACTOR SHALL PROVIDE SURVEY CONTROL FOR ANCHOR PLACEMENT. 11. DIMENSIONS SHALL BE CENTER OF HAWES PIPE TO ANCHOR SHACKLE PIN PLACEMENT

SHALL BE CONTROLLED AND ACCURATELY MEASURED TO MAINTAIN PLAN GEOMETRY AND INSURE SATISFACTORY PERFORMANCE. ANCHORS HALL BE PLACED IN ALIGNMENT WITH THE CHAIN AND SHANK LAID HORIZONTAL. -

g 6~ / _. _. _.\--\ _,.\ \\ \ \ l1

~ \ \ CBJ MANAGED

\\ Y \ _. --1 _. ) I \ '1 I I ~ I \ ~ \ y _. _. _. \ \ \ \ \ I \ i 1 11305 GLACIER \ L

CY / / \ 1 \ I 1 I I ; -CHAIN TO S~ RAP AT BASE \ HIGHWAY

/ ATS 1126 CBJ MANAGED TIDESLANDS OF EXISTING PILE \ ABMS PROPERTIES -

\ I I \ \ . I . UPLAND BUILDINGS NOT

I ~\~ ~~ \ / 3T NAVY W/ CHAIN }o FLOAT / \ \ \ \ • \ ~ OWN

I I \ \ L____j, __ ~---1---,--~ B. J MANAGED UPLANDS I / I \ I I

EXISTING FLOAT 16' X 120' I \ • ! ATS 415 CBJ MANAGED \ \ I -

TIDE DATA DESIGN EXTREME TIDE HIGHEST PREDICTED thru 2047 MHW MEAN TIDE LEVEL MLW MLLW LOWEST PREDICTED thru 2047 DESIGN EXTREME TIDE


907-586-0397 * 907-723-2851 cell Designed by: HM Drawn by : HM Scale:use dimensions Checked by:~ Checked by:___E

TIDESLANDS \ I

22.8 20.2 15.1 8.2 1.5 0.0

-4.9 -6.0

0 " g ~ 1 Q 'P I 'i I

o;' I I 0 ~

0

~

'L-~01 FEET

ClfflllOIOIIGII. OI JIDIIAII *~SCAmA.1.mY

~ .J ~

~ 0

) I

I


I I

) I

I

CBJ FISH

HOUSE / :

ABMS PROPERTIES -UPLAND BUILDINGS NOT SHOWN

SITE PLAN

DH18-068 SHEET 2 OF 8

r UNIT 1 POLYFLOAT FLOAT MATCH LINE UNIT 2 POLYFLOAT ~ t------------------------49'·8" @42F--------------------;--------------------------q•9' -6 3/4" @42F--

11" · ~ 1 -3'-10~"----3'-9§"-: -3·-11~"-- 4·-1~"~ -3·-11½"-3'-11§"--3·-11~"1 3•-11¾"- - 4'-o"- 3•-11i"--3·-11i"--:--3·-11¾"-, - 4•-10i"---r- 3·-11~ .. -t- 3·-11i" -:- 4•-o"- T 3• -11~"T 3•-11½"--:r 3•-10!"-:-3•-11¾"-----3·-11¾"--3·-11¼"--3·-11; .. --;--3·-11i"-- 1·-1"

l

I I

~ CX)

I I L

~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~· ______ ,,-.._, ______ ~,,-.._, -------,,-.._,__ r--., ______ ~r'\------~

\ I I I \_3

4 " S.S. BOLTS, PLATE WASHERS AND - - 24"0 NYLOCK NUTS, 20 BOLT CIRCLE r42"0

I I I , - -'-._,I '-..,/l----'--------1 "--,) '-..,I-

~ ~ ~ r ~ ~ ~ ~ ~ ~ ~ 1·-1 .. , r ~. 11" ~ r r ~ r ~ ~ r ~ ~ H~

I Y'-115 .. __ l_3•-11Z"- -3'-11J .. _J__3•-111"--L- 4'-0"- -1 -3'-11J"--3'-11J .. ___J__3•-11J .. _'.__ 4•-o"- 1- 4'-0"--l--3•.11J .. ___J__3•.11Jn l ,' -3•-10J"--l-- 4'-1"---L3•-11l"..-l-4•-ol" I 7'-111"- ~1---7'-111"-----1-- 4'-0"--l--3•-11J .. _J__ 4•-o"--l--3•-11"-l-':-1·-1"

8 8 4 2 "9-11/4" @42f 4 4 4 4 2 2 4 "9'-7 1/2" @42F 2 4 i

OWNER FURNISHED POLY PONTOONS (AS CONSTRUCTED DIMENSIONS SUBJECT TO AMBIENT TEMPERATURE AND DIRECT RADIATION)

.----------------------50'-0¼" 54'-9¼" I , 1., I 24'-35., _________ __,

, 1, (2A! (2) (2A! 25 -82 6 i (3AJ (2J (H~ 6 ) (2Al (2 ;

8 (2Al (4 ) (4Al I (4Al (4 l (3A) (3 ) (3AJ (2) 12A) 6 ) (ZN (2 l (3Al (3 ) (s ) (6 )

1 ·82 - --r- 4'-0"--f- 4'-0"___::::_- 4,.0"~ 4'-0"1 4'-0"___:-'~ 4•-o"-~- 4'-o"~ 4'-0"~ - 4'-0": 4'-0"~ - 4'-0"- ~f2 '-rntp~~oi•f '-11¾"j 4'-0"~-4'-•"---=:.-4•-o"-t-4'-o"T 4'-o"~ 4'-o"__,;::..-4•.~.~!· ~ 4'-D"~- 4'-o"-t-4'-D"- T 2'-10" ~ 5'-9"~ ~ t ·A:-;~~~ SPACING

' ' ' . ' _· , ' : : ' ' . ' : ' : : : , , , , ~ , ~ , - -. : (SEE SHEET 6)

I {

- "\-. - - - --{ / _ ~ E/W HAWES WELDMENT - "',-- __ _ _ --{ ,- 't--- / N/S HAWES PIPE WELDMENT --{,-,- ' ~ _ _ _ --{ -\- _ _ _ _ __ _

I I /" (SEE SHEET 6) ---+• -i---1- I I (SEE SHEET 6)-1-: -lff __ ~_r.~~-~-++ 1 tt-1----fH-

1

- - -

I

I: -

II

ill~ - -- : L ~~- : -J -~ --- "L ~ --J ,U -~ -- _Jt L -~ J":_ ----~ ,L --- ,, ~-- -~--_ ½ l ~--~;E~B:~;E~~~E

I I .. ~ sILLs sTRAPs EAcH wAY, 3 4" H.H.B. TH Ru TAB [

1

[ u11 111

:;ILLs sHALL BE sHIMED wITH "t"x4x16" sAw cuT To REQUIRED THICKNEss, cENTERED n I AND 1

2" X 4" L.B. INTO SILL, AT (SEE SHEET 6) U AND FIELD DRILLED, TREATED AND BOLTED TO 8 POLY TABS WITH 3/4" H.H . BOLTS, 2 PER LJ 1: GLB 5J,;/'X24 TRANSITION END I \ _J I I I IL I I _ _ 111 TAB. THICKENESS SHOWN ON PLANS IS APPROX. ONLY, SEE NOTE 3 SHEET 2. 1~ . r-'·"l· SILL (SEE SHEET 4)

: :

I I I 1·-10!· .. ~ =r -91 ..

I I ------------------ -----13'-6" 2 I 2 INT. STRINGER SPLICES (1/4" GAP@ JOINT)

- ----·13'-81"--------------------------a•5•-8l"•~., --------------------+-------------------4,l' -6"------------------, '--- EXT. STRINGER SPLICES( %" GAP@ JOINT) 5'-8½" A 1'-8½"

3 ' 2 :4 ~ ~ 9 10 2~i ~2 .13 .14' ~5· .16. :.._17 .21 ~2 23 .24 25 26 ~7 ~$ - SILL#(STRAPS2-5,7,9-12,17-18,20-21,23-25,27) 7 . ~ ,18' ~9- 20

SILL AND STRINGER FRAMING PLAN _,,,,.. , ,..7,1

t------------=~=~•~~.;.;Ll,.:..' ----------.------------------------l:-64~9½u, ________ ...4>'_,_"'--------------------------------- I - -8 CHAIN PLATE (SEE SHEET 6)

l Al3 1--

0

:..::-=o--~=--~ =- -==-, -==--==- ==- """':::::\ =-1-

0

\=->r-:\=-.:.~\_-D-B_L_L _G_LB-3.-1-;S-X_2_4_S_TR_I_N_G-ER_S_==--::::0

1--:==--==--==--==--==--==--==--0

==--==--==--==--==--==--==--=0

=_-==--==--==--==--==--=-0

==--==--=0

=_-==--==--==--==--==--==--=-0

==--==--==--==--==--==--==--==--==--==--==--==--==--==- -=0

=~==--==--==--==--==- -==--=0

=--==--==--==--==- -==--==--==-0

=--==--==--==--==--=:-.--l0 ----ilt;n:7 A3

t----~----+-1---"--8X8XTIE DOWN RAIL -------+1

---------------------------------------------------------------------to ----11111

'--1-- ~1----+_,/===============-2_x_12_s_1s_2_E_T_w_o_R_o_w_s_~~~~~~~~-=.~~~-:.,-;_t _T_.B_.1_-2"_-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.-=.~1;11-n1,·HI__J

.... N !=:13X8 SIS2E DECKING -----F.1-- -F.r. ,------++--,r---t"-+---------------------------------F.il, ==-~f..ct-1----------------------F.t--f..ct-l -------.l!l!l~,1 C/L FLOAT

v, -~ " - +--f~= STAGGER JOINTS /7~--=~===~~~~~=~ _ _c__~~~~=~~~~~~~=~~~~~~~a--=~ ~~~~~~~=~~~F=!~·~=~~~~~=~=~~~~~ b I t=:jj I ! ', I

0

1--------- /+/ _____ L:_' __ L:J ______ -++--~d-~:---------------------------------L: ___ L:J_ ,~coLLAR HATCH COVER 28 14"X24" ===================::'.'.L:~===~.:J==========tf/// SWAY BAR (SEE SHEET 6)

1--------,+1------------------'"-' HATCH COVER 18"X24" ======================================================--L_E_D_G_ER_u_ND_E_R_D_E_c_K_E_N_D_s ________________ ---1, 6" XlO' D-FENDER (OWNER 1--------------------------LEDGER UNDER DECK ENDS :0 ~ FURNISHED) ON 2X8, BOLT

L ;~oi~;o; -=-;;-=-;; -=-;; -=-;;-=-;;-=-;;-=-;;o-=-;;-=-;;-=-;;-=-;;-=-;;-=-;;-=-;; •-=-;:-=-;:-=-;;-=-;;-=-;;-=-;;-=-;;-=-•;;-=-;;-=-;;-=-;;-=-;;-=-;;-=-;;-=-0;;-=-;; -=-;;-=-;;-=-;;-=-;;-=-;;-=-~o-=-;;-=-;;-=-;;-=-;;-=-;;-=-;;0-=-;;-=-;;-=-;.;-=-;;-=-;;-=-;;-=-;;-=-;;-=-;;-=-;-0; ; -=-;; -=-;;-=-;;-=-;;-=-;;-=-;; -=-~•-=-;;-=-;;-=-;;-=-;;-=-;;-=-;;-=-;;•-=-;;-=-;;-=-;;-=-;;-=-;;-=-;;-=-;;-0;-=-;;-=-;;-=-;;-=-;;-=-;;-=-;;-=-;-.;;-=-;;-=-;;-=-;;-=-;;-=-;~1~0 ~~~~~~ I MATCH 0@ 24" O.C.

!:============================================lw~:~~-illf'~8=======================::::--===================:t__--11~ - C/L LENGTH TIMBER DECK FLOAT

, r- 17'·8½"-------------16'-0"-----~-------17'-8¾"·--------+------16'-0"---------------16'-0"-----~------15'-li"-------- - TDR SPACING 3i"~ 1·-8~" I I I I

1 I I' I '-+-, ._._, --+-> 1 '-r N ,_,1--, , -r, M CK! ===---= 1 END SILL 6 ANGLES

TtF.ffl -nrxr-- T ~ nrif== ~ ~ n~ ~ -----..rx1 nr= ~ ~ ;m= ---iilXf =J' = nrxr- ~ ·rx,= nr ----ixf -.;ri,- nrxr-- nm- -nrxl==,n ~ - (SEESHEET6)

~· APPROX"t"---::'.1--01~" w ~~2~"ow ---'il,:..- 2¾" ow __-: ~ .. --..'.1 4)01" ---'ii,:..3¾" w ---i t'..½~" ---'i l-- 2" ___,~O!" ---'.!i,:..-1t ---'iH." ___,i,:..1-¾" - -·1l-2f ___,~~~~:TEl~~~:f,r'\3" :

u O O O O '-._,/ \._I "3X6 DECK LEDGER, 2~ 3,8"X6" LAG BOLTS @24" O.C.

FLOAT SECTION A3-A3 16"0 FENDER ~-0 FEET 4


907-586-0397 * 907-723-2851 cell

'

Clff/aOUIIGII. OI PIPl• P *JJ.A.SUsc.mw.crrt

~~~~~r ___________ ~ FLOAT PLAN-FRAME-SECTION

- -Designed by: HM Drawn by: HM I Scale:use dimensions Checked by:£5 Checked bv:ES DOCKS AND HARBORS DEPARTMENT SHEET 3 OF 8

I i !

314 "0 x 24" ECON HD BOLT BXS TDR

r-------------13'- 7 1/2"----------

~-13'-4" -

1 3XB S1S2E ACZA DECK T.B. %"0 - r ;9¾" _ ·- ---------12'-4"---------- M

6"0 X 3h "" UHMW BLOCK I 6X10 X 12'-3112" SILL 2X12 (515) ACZA ~~~:iis:c8:l:2~s:J:8:IZC8J:8:l::~~;:t2I:'8:JC8:l::8:l::~~;J:'8;I:'8:JC8:l::8:1::~ffn':

1

__.,---- DBL GLB 3.125X24 STRINGERS BUMPER BOARDS ---+--· ll t:::J:::I

....___L6x4x .375 CLIP ANGLE T.B. 518"0 X B" AT

STRINGER W/ H.H.NUTS AND LOCK WASHERS. 3/a" H.H . BOLTS W/ NUTS AND LOCK WASHERS AT SILL.

l /

DEEP WATER ANCHOR (WEST) CHAIN SLOPE (EXTREME)

/

/ TIMBER DECK POLY PIPE FLOTATION

TYPICAL SECTION

-

----,·~ XISTt G FLOAT

~--- --74'-ll" I II II II I II

NORTH ANCHOR SHACKLE PIN

--........ I I - - UNDER MAX LOADING

-------- : I 11 I' -- -- I, I _ i LOW TIDE DRIFT RANGE--1---..,-,--;- --UNDER MAX LOADING

--NORTH CHAIN L=203.2' SOUTH CHAIN L=127 .1'

-20 ___ _,_,=-----------------+--6-'--5'.LI' f-----------1'-'--l~I--.J.----I/__:::,,.,,.,,.

- --------171•-2"--------- -----12011 o "-t,--tr--+---+e--- ,

WEST CHAIN L=355 .6' EAST CHAIN L=130.6

HARDWARE PER ANCHOR 1. CONNECTING SHACKLES TO ANCHOR SHACKLE

I f N AND S ANCHORS ~ ESIGN ANCHOR SPACING

CONCEPT ONLY - SUBJECT TO CHANGE FOR ACTUAL FIELD CONDITIONS. COORDINATE

WITH ENGINEER

ANCHOR POINT AT BASE OF PILE

2 . CHAIN ¾" STUD LINK CHAIN PER PLAN SCHEDULE PAD EYE ANCHOR POINT IN 3 . DETACHABLE CONNECTING LINKS AS MAY BE REQUIRED 4 . ATE ANCHOR, CONCRETE BLOCK 2 .5' SQ. X 1' WITH # 6 BAR ROCK OUTCROP APPROX. EL. 15.17 IMBEDDED 6"0 LOOP ON TOPSIDE, SHACKLE TO CHAIN. PLACE L BLOCK AT BOTTOM OF EXPOSED ROCK.

✓,,,----------------~--------- , -

TIDE DATA DESIGN EXTREME HIGH HIGHEST PREDICTED thru 2047 MHW MEAN TIDE LEVEL MLLW LOWEST PREDICTED thru 2047 DESIGN EXTREME LOW

/// · =-= _ = = = HIGH TIDE DRIFT RANGE ~ UNDER MAX LOAD!~ __ ,/ - o - - - - - - - - - - ~ ____cb_ - ~~ ~ 900#

~~:~ ' :r - - - - - - - - -~ - - - -~-~ - - - CONCRETE BLOCK

15.1 ' _20 _ _ _ _ LOW TIDE DRIFT RANGE~ ~ UNDER MAX LOADING

~:~ ; / - ~ --- - - ~·-~ ----4.9 , -40 --- ---- -----6 0

-APPROX BOTTOM PROFILE - - - - - -60 - - - - · - - - - UNDER CHAIN LINE

r3T NAVY ANCHOR _ _-_ - ·· ·· - - :. ; - ~ - - - -

/

SHACKLE PIN _-_ - - - - - ~ ----- - -- -100 - - - - -

I - ---I

-120 - - - I ------------------320'-0"-----------------------122'-11"-------'

L-oESIGN ANCHOR SPACING

WAND E ANCHORS HORIZONTAL DIMENSIONS CONCEPT ONLY - SUBJECT TO CHANGE FOR ACTUAL FIELD CONDITIONS. COORDINATE WITH ENGINEER


907-586-0397 * 907-723-2851 cell Drawn by: HM Scale:use dimensions Checked b : ES

0 50 100 FEET

mTIBOUIIGII. OI )IIIIIAII * ~s ~ art


I I - l,'2" CHAMFER 4 I

I 0Ll"_0 ~ 06" 16 .

d CORNERS, TYPICAL FULL '6J LENGHT ALL TDR 17illr;= 3br- 3'-0"----i

~ .----- -----r---- ------,~~ 41-iCT II I

FLOAT END TDR \__ BXBX12'-4" <iv END TDR(S~,~~~ SIDE

U.H.M .W TDR BLOCK

---3-,, ------·SEE ELEVATION DAP JOINT AND BLOCK SPACING---------- M''<t

7 4 I _j MIVL µ:ir,r---------------.--------------~---rH~L~ 7

M !__j7~"L.- '--- sxs j 6" T1E DOWN RAIL (TDR)

1' -0"

.-----------12'-3!"----------,Ml'<t

4¾7 t ~lll: _ _______ ~ :111} I \_131 6" DRILL 2A ONLY SILL TYPE 2 3tw I

L2'· ,3·~ ~ 2'-0"~ - -1'-6"--1'-6"- - 2 '-0"~ 4 I I

' L DRILL 4A ONLY SILL TYPE 4

- GLB 5½"X24"

! D I I I

' L DRI LL 3A ONLY

- , M

SILL TYPE 3

r 2'-5i"~ - -----7'-4"-------,.-2'-5¾"7

31... 111: :II I 2 'I 1 1 I

- 'i~· -1 ~ 2•-2,j"~ - 11'i.6"DRILL '-- 2 '-24"--'

SILL TYPE 5 SILL TYPE 6

M IV 7

,-----------------------,'

111: :II I

END SILL TYPE 1

6X10 SILL TYPES

ANCHOR ELEVATIONS-SILL DIAGRAMS

WG FILE: DH-068

SHEET 4 OF 8

- -------------17'-4§"-------------

'--3'-ll~"- ~ --,--- - ··-o"------r-1-2·-10"- -I -l'-10½"-r-3'- 10½"------, 9½" - LONG SIDE

t-~- I I

I

I : I : ; !

13'-S~" 91"~ 1 ~ 2 - SHORT SIDE

.------------------------------------ ·1·-s¼"·----------------------------------

r - 2· -10¼"- -1- 2·-10~"- -,-----.3'-11i"--..,.1- ----------------------2s· -o"----------------------- .,..1 ~ - .3'-11~"- -

I I I I :.1:. - ~l~ s~" I i

8

- --------------------------------------·s·-ai"--------------------------------------

-1·-a½'•·--,-~ ---------------------------------4qo• -o"---------------------------------- - 3·-11~" -~

1:-i : : ! I I I ! I : : I L I I I I I 1 1 ~ t-¥n8

3" - 8 1/4"

INT. STRINGERS

- --------------------------------------4•5'-4¼"--------------------------------------

~ 3'-11~"--T ---- --------~----------32'-0"----------------------- - - ~ - 2'-l0"·- ..,..1

- --- '.:'-9"·---~ 9½" - -- LONG SIDE

0 0 0 0

0 0

~ I ~ 0 0

I

0 0 0 0

0 0 0 0

0 1 0 0 0 0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0 0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

~ , ~ 0 0 0 0

0 0 0 0

0 0 0 0

0

0

0

0

! \ 1

I ~ 1'-10~ 9~" - -1 _____________________________________ •1·-s~"----------------------------------- - SHORT SIDE

- --------------------------------------4·s·-s¼"-------------------------------------~

~ - 3'-11~" I

28'-0"----------------------- .--- 2'-10~"-----r-2'-10§"- - --3'-lli" 3'-11~"- - f ' 0

0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

- ---- ----- - 13'-7~" --- --

L 1•-sl"-~ -----x:'-O"------ ..,-..- 3'-11~"~ r ¾ "DEEP X 2½"0 COUNTER 2

I I 8 '= BORE, 1

½_ 5" DRILL, TYPICAL

® ® 0 0 0 0 1 0 0-1-i o 0 0 0 0 0 0 I 0 0 ~i~ 00 0 0 0 0 1 0 0 0 0 0 0 0 0 I 0 0 - ~

I 8 1/4" LJ EXT. STRINGERS


907-586-0397 * 907-723-2851 cell

_J 1i" L TYP. - U--45§"

•

Clff/BOUWO,JQDtP *AU.SUS~ arY

• •

0 0 0 0

0 0 0 0

Designed by:_HM___ Drawn by: HM I Scale:use dimensions 6.. Checked bv: ES Checked by: ES ~ 1),._ DOCKS AND HARBORS DEPARTMENT

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 10 0 0 0 0

I

0 0 0 0

0 0 0 0

1 STRINGER DIAGRAMS ~Of~-~ :&•, ~~~-:t _C_O_N_T_RA_C_T_: _D_H_1_8 ___ 0_6_8 _________________ ;

~,._\ WG FILE: SHEET 5 OF 8 ..J

r 4"7 CHAIN PLATE

2 REQ'D

~ WELD 1"0 X 715" RING 1" BELOW FLANGE PLl3

·5

X 17

X "625

-\ ✓SEE RETAINER DETAIL THIS SHEET I

',, 7 [I]

I

;....

T L I r B - ---------------K:'-6"--------------- - PL10X6X.500 _J

1------------------------12'-3½"

------------------------12·-3½"---------------------- I

(rl I 1 2"0 BOLT 2X6 NAILERS I C I II I ~4" BETWEEN C9X20'S I

rt- ~- ~ L - /i l -~ _o - ~o'.-

~

L6X4X.375 X 7'-0" SILL STIFFNER (SEE SECTION A-A THIS SHEET) .--1-~-----------------10' -3..l. u _________________ ___ I 16 I

BRACE C5X6.7_/ PLAN L BRACE CSX6.7

>--------------------10'-0~"------------------i

'- -----------n~'-lf5"-------------,I l'-----------LL"-10~"-------- ~ I ~ - - 3·-2:U .. ____ T 1

5 16 '1 4w-L-----2•- 103"·---~-----2'-103'

1 ~ 8

~ ~L~u 1 r·L6X4X.375 X 8'-0" SILL STIFFNER I 3'-llLl"_ -I r-C9XMi

lA

I t

// I

I

I~ ~1~ - 4

'° L .---~i•\:- PL~2"X4X8 " , - PL10X6X.500

1½5"0

"'

, 1

" l~ i ~ 1 y8 ..

' ~1, _' CSX6.7 BRACE EACH SIDE

- 2x6x5 '-4" NAILER ~ Kx, 7 BRLACH SIDE,:: u, I

-- ____J

M IV N

0 ------r

i

5"

~ C9X20

IL-PL10X6X.500

SECTION 8-8~

5" - C9X20

~ \ ~ ''" °'1-:7: i-7 ;.... ~ - 9

HSSlOXSX.375 WITH FLUTED END EACH WAY -

0 I

9 ;....

0

0 - ' L ,.:;IV

N

i----1•-arl,"- - o o f / \ __I ,---- ' ~ ~

\ i ~ - ll"_j "-SYM @ C/L PL13 .5X17X .625_/

ELEVATION SECTION C-C

E/W HAWES PIPE WELMENT

-- ----L6x4x.375 2" CLIP BOTTOM CORNER 6" LEG

SILL TYPE 1- 5 ANGLE 3/i5" 0 TYP----,

t----------------8'-0"------------+ 1 - ~

\ I II

o o I

I I I

}j-- i IJl I <i ~ \ - - - ~ 0 1

1.. I f=' j l- 1'- 0"--l I \ l<~0-0-- ------- ---------~----,I

r4i M IV .-- 1'-3"---' ~ \ N 1fo" BAR \_INSTALL IN PAIRS

SILL STRAP

ELEVATION

NOTE: ALL WELDS THIS SHEET ~4"

FILLET ALL AROUND UNLESS NOTED •,~ \S'~

.... 113 .07°

N/S HAWES PIPE WELDMENT ~ ½"-1'-0"

>;=::::::::;:==:,;c=:::::c:::===::i;=== jPL3/s"

t--------------7'-0"-----------~

~ r L6X4X.375 SILL STIFFNER I ":1~ 01f ,,;;;v ~"J • - 1'-0"~-----

t l~~ ~' ! ___ l ____ _ 1

--2'-0"--- 11 .... TYP~\ r · FOR SPAONG

O

hl o o J r=o I

,,t - -

I 11"

I 1 2

lj_

SECTION A-A CHAIN PLATE (CONCRETE FLOAT) U PL%" ll"-

~ ~ 22·R ·-i /'"'PL½" 1-0-y-~~&-ir16~4+---l-7 .. ,1

''------t-----------------------------~

~l·-4-832 .. 3--i,, \ I -3,. I \..PL% " i,v72.40 --!!,-.,. -:; " ~ 7 s r - r 6"-----i I i '?!..""" i----2'-1"~

03"-..___ ~ --~, I __ ~ ----------- I • r==~ F •=~

",~D-n=--....;:::=::.....Jbl=~=-tl 1Ll" I · i _ _J '-" J - 16

T >---+--•-4----e-

11" c~~ 11"

PL ¾"X 6"HOOP, RADIUS BOTH n ~

I . -~. I -L>-~ ~ ~~N I I I 1--;-~--+--<8~ - I ~ on n

PL¾"li I J.,

8 ¼ "CHAMFER r-t INSIDE EDGES

lN --! .. TOP AND BOTTOM INSIDE / ¾ "0 X 1¼" ELEVATOR BOLTS,

EDGES ON STEEL RING AND COUNTERSUNK 3/s", EVENLY U.H.M.W. LINER SPACED HIGH AND LOW ~

¾ "0X 6" } ;~~::> ~ / 16 PL6X6X.500

L .. F 1½~ l- -t+--1 -II+--+-}-,..._

o J -.... !11.. 1 , 4 \ 1 n 1--~ 1 --tFl---+~+--

~ ~01½" '~0~"

::, - ,. .

9 ;....

..=t1N ~ In n ~

~ - ,. . - ;....

~ ~ on n ~ - V -

..:.1'<1' lJ")

I L~~

L - J 0 ---WELD 1"0 X 3/i.5" RING TO RETAINER

3 ,. AND WELDMENT, ADD 1/s" SS CABLE ,___ 44 ·~ 18- 24"BETWEEN,NICRO PRESS LOOP

EACH END. CHAIN KEEPER

U.H.M.W. HEAT AND MOLD TWO t::=...J

HALF LOOPS ~ I-~ I " 1, ei - L3X2h " X W' COPE ~

,{ 3" LEG TO FIT 1. ¼" RADIUS, TYP _ _....~ STEEL RING

SECTION D SECTION E SECTION F PLAN INTERIOR PILE COLLAR DETAIL

SWAY BAR SILL 6 ANGLE

-

V PORT ENGINEER'S OFFICE "'q ,,, "<; V

~~~~ V

155 S Seward Street-Juneau, AK 99801 ,--~ '~ :.48'-7 , ~- * STEEL HARDWARE 1: .AI>S&li'~ CAEUL ~ ~ -.J. ~ -907-586-0397 * 907-723-2851 cell '

~/.

Designed by:_HM_ Drawn by: HM Scale: use dimensions CONTRACT: DH18-068 DOCKS AND HARBORS DEPARTMENT ~WG FILE: SHEET 6 OF 8 Checked by:__E5__ Checked by: ES ~~ ~ ~

( CHAIN PLATE AT[ :~:::Ec:::E::;,::~~:'KIND ALL wooo 1

AND FASTNERS ON FIRST 10' SECTION OF I EXISTING FLOAT (SEE SHEET 8) I

4 SETS OF 3 4 "0 NYLON 3- STAND LINE

WITH H.D. SNUBBERS EACH WAY.

I ~ --~ TRANSITION GANGWAY

-- / (SEE DETAILS THIS SHEET)

y; I I

-- I I EXISTING CONCRETE FLOAT

~--1 I \_PL!"X4X8 SECURED TO DECK W/ C.S. 1

4"X l" F.H . MACHINE SCREWS AND INSERTS 12" O.C. THREE EDGES, OBSERVE RANGE OF MOTION AND DETERMINE OPTIMUM PLACEMENT BEFORE FASTENING.

( /

SNUBBER PLATE (SEE SHEET 6\

\

LINE NO. EAST WEST LINE 1 93.125 91.75 LINE 2 84.25 84.75 LINE 3 93 93 LINE 4 84 84

,------------------TABLE-----------------------i TOLARANCE PLUS O MINUS 2"

r¾" THIMBLE EYE-3/4" 3-STRAND NYLON / LINE, 2 OVER AND UNDER, EACH WAY r¾" LINE SNUBBER-3 TURNS

"---LINE 2 & 4

CHAIN PLATE ON EXISTING FLOAT TO

BE DETERMINED \

SWAY CONTROL SNUBBER ASSEMBLY

SALV G D A GER STRAP A - 2X8 X 6'-3" FLAT BLOCKING UNDER

¼" 4'X8' STEEL LANDING WEAR PLATE

/ DECKING, 1,2 " H.H.BOLTS, 2 PER SIDE

,.--CURVED TRANSITION PLATE / -' 12" X 5'-0" DIAMOND PLATE

,----=t=' =' ==;==;=:::::;===;:\,

3x6 LEDGER

%"0 H.H. BOLTS, NUTS THIS SIDE

6" Xl0' D-FENDER

ON 2X8, BOLT %"0 0

LINE 4

½" CHAIN_,,,,.,;


907-586-0397 * 907-723-2851 cell Scale: use dimensions

0 0 0 0 0 0 0 0 . ~ 6X8 WALER EXTENT NOT SHOWN FOR CLARITY

RAMP ELEVATION


- ¼"0 S.S. F.H. MACHINE SCREWS, COUNTER SINK APRON COUNTER BORE 1•4 " DEEP, S.S.

inico =-~-:,,.,--._---__- 1 = WASHER AND NUT

17=- 2"=rrlCXl UHMW APRON SHOE

r-3" ---- ' l ~ .-,) ,,,,,;t ;,- ~ ' .._,,, I

<Fl, - coUNTERBORE %" FOR 5%" S.S. H.H. BOLTS, UHMW RAMP SHOE LOCK WASHER AND NYLOCK NUTS ON FLANGE

I , ~-------5'-5~"

1 I 5~" r-- 6" O.C.

F==i:::::::;=:;::::::z====r====::::c====i I ¾" STEEL PIPE

• L ¾" ALUM. PIPE

/ ALTERNATE APRON-FLOO ~---++--~. BEAM

~--/,.,,---. TRANSITION APRON ·,_,,,, $$=;= 30" X 66112" X ~'4 " ALUM. PLATE =;=;=p==f' W/ TRACTION GRIT SURFACE

f------------5'-6! "-----------<

PROVIDE ½" HINGE PIN W/ WASHERS AND CLEVIS PIN EACH END

APRON PLAN

OWNER FURNISHED GANGWAY FOR TRANSITION RAMP -

- ----------Y '-011. ______ ~

r, r

- ---5'- 8"·--------,

/REPLACE DECKING W/ 7~2 X 10 S1S2E

Iii ; Iii ,

- ------n::.' -Q"·-----

- AS-IS CONDITION C6Xl0 .5 LOWER CHORD L6X4X.375 FLOOR BEAMS 2Xl2 DECKING 1~4" PIPE DIAGONAL l ½" PIPE TOP CORD

STEEL GANGWAY

TRANSITION RAMP

CONTRACT: DH 18-068 WG FILE: SHEET 7 OF 8

'

r DAP FOR HARDWARE

I j

SP

0

- - ---1"0 PVC CONDUIT FOR 3 4"0 @12" O.C. I I

THRU RODS@ 24" O.C., EACH 10' SECTION

I , 8X8 X 10'-0" TDRABOI/E r TIE DOWN RAIL

SP

0 _JL WP 11111 111

"'IF O lllll lli

11111111 11

11111w I

WP

0 SP

0 ( DOCK EDGE ABOVE

I LELl r1 EL •

I I 6X80' GANGWAY

5X3 APRON

I f----~---~-----,-,

SAFETY j LADDER

l II r 6X8X 9'-6" WALER (DAP WALER FOR HARDWA1~E) I NOT SHOWN

j _ ~ 6' D-FENDER / FOR CLAI~ITY

~-~~~~~~==t:· ==i======::::t:=======3:======t============±::::::==========±::==========±::==========::::t::==========:::t::==========:::::t::==========::::::r===========:::t"' i '-------.'.::'-5" I

\LIMIT OF MODIFICATION THIS FLOAT

WORK ORDER: 1. REMOVE (EACH SIDE) 10' OF TIMBER TIE DOWN RAIL (TDR), WALERS AND (ONE SIDE) RUBBER D-FENDER SECTION. 2. REMOVE AND INSPECT THRU RODS AND TDR BOLTS, REPLACE DAMAGED AND UNUSABLE IF NECESSARY. 3. INSTALL FLOAT CONNECTING HARDWARE FOR NEW FLOAT ADDITION. 4. PROVIDE AND INSTALL 10' OF NEW TREATED 8X8 TDR AND 6X8X 9' -6" WALERS. REPLACE 9' -6 D-FENDER. MODIFICATIONS TO EXISTING FLOAT

10'-0" I

I . • I 9" '-6" '- 3" I

I I I

I II II II I TYPICAL TIE DOWN RAIL

r---------10'-0"--------,..:;,N ~ It r ni--3" 1 1 ·J!, JI, JI, JI, JI,° JI, Ji, Ji, JI, • IJ I Ml<t

- 1:J,,16"0 W/ 3¼"0 X 2" COUNTERSINK

c--i 6" r-;/ s·-o··------ --1

1·-o" O = L · I , M

~rlN 1110 0 0 0 011 0 0 0 0 II 1----r-LLLI I - 3" I I

'--------~ ~'-6"------~

WALER 1 AS SHOWN 1 OPPOSITE HAND

V PORT ENGINEER'S OFFICE 155 S Seward Street-Juneau, AK 99801

907-586-0397 * cell:907-723-2851 Designed by: HM Drawn by: HM I Scale:use dimensions

~ Checked by: ES Checked bv: ES

- REUSE EXISTING D-FENDER

r ~4"0X 20" TIMBER BOLTS, REUSE IF POSSIBLE J r8X8 TIE DOWN RAIL

~ .- UHMW TOR BLOCK (SEE SHEET 4)

TYPICAL SECTION EXISTING CONCRETE FLOAT

~ Clff/JlftOIIIIII OI J1IIIM1l

-~ AI.ASUS cmTAL ~ DOCKS AND HARBORS DEPARTMENT

LEGEND

SP~ STEEL PILE 12314"0 WP= WOOD PILE 10-12"0 LRC= LIFE RING CABINET FE= FIRE EXTINGUISHER CABINET EL= ELECTRICAL SERVICE BREAKERS AND OUTLETS 120•2os 3~ WS= WATER SERVICE

EXISTING CONCRETE FLOAT MODIFICATION

(, ~~~ : ONTRACn DH18-068 ~--\~A ~WG FILE: SHEET 8 OF 8

AUKE BAY MARINE STATION FLOAT EXTENSION - City and ...

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